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HomeMy WebLinkAbout064-220-050I � A X �laaq Helyn 64-22-50 Gostlin 61111Dana contr: ParaCir. , lot 150,PP#14, Maga. 11�dModular Conc., Para. AlkF Permit #l59278rP--,,.4Eutil,..,MH)- GAS SUPPORT STRUCTURE REQ�1l� COMPACTION TEST REQ. pr 6 22-50 -jp.� se Mg �ontr- Par 'diar Conc., Para%V Permit 1593-81MHI 1. ed 64-22-50 contr" para.Mod.Conc-2Para. Permit # .8 - 81Bd �ck ,tnewyp '064-220-050- PERMIT#95-18 STOBB, John ' 611 1,?Da'naCirc 'I. M lia - - 1 ' e,,aga Covered' Deck/MH,, 064=220450 -PERMIT#980678 �.. A -'STOBBS,';`Johfil'R ..6i1,l,4Dana'Circle,- Maga ia 7 CaVana.&Deck/MH -,-', t W 064-220-050 03-2191 CASEY, KATHLEEN 61 i 1 DANA CIRCLE; MAGALI 6!FE I Cot CHICO MHS 'I " . .- , a 3 Ex'?MH PERM,FND EX SIT_ E..F,. .. IN RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DMSION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 C06:311f of Document Recorded 06 -Aug -2003 2003-0052484 Has not been compared with original' i BUTTE COUNTY RECORDER SPACE ABOVE THIS LINE FOR RECORDER USF. ONT,v 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. KATHLEEN S. CASEY REAL PROPERTY OWNER/LESSOR 6111 DANA CIRCLE MAnJNG ADDRESS MAGALIA BUTTE CA 95954 CITY COUNTY STATE ZIP SAME INSTALLATION MAILING ADDRESS, IF DIFFERENT CITY v� COUNTY STATE ZIP SAME UNIT OWNER (if also property owner, write "SAME") SAME MAILING ADDRESS SAME CITY COUNTY STATE ZIP UNIT DESCRIPTION BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE MAILING ADDRESS OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP 03-2191 530 538-7541 UIIWG PERMIT NO.TELEPHONE NUMBER mzf/y/ z &&I'W —T— b —a3 SIGNATt JRB OF LOCAL AGENCY OFFICIAL DATE NONE DEALER NAME (if not a dealer sale, write "NONE") NONE DEALER LICENSE NO. KINGSTON/GOLDEN WEST 1981 KINGSTON MANUFACTURERS NAME DATE OF MANUFACTURE MODEL NAMFJNUMBER KG61206 A/B 215109/10 SERIAL. NUMBER(S) LENGTH X WIDTH INSIGNWLABEL NUMBER(S) REAL -PROPERTY LEGAL DESCRIPTION ASSESSOR'S PARCEL NUMBER AP # 064-220-050 SEE ATTACHED HCD FORM 433(A) REV. 8/91 WHITE - County Recorder CANARY - HCD PINK - Applicant GOLDENROD - Building Dept. Order No. 3-182524 SCHEDULE C THE LAND REFERRED TO HEREIN IS DESCRIBED AS FOLLOWS: ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: PARCEL I: LOT 150 AS SHOWN ON THAT CERTAIN MAP ENTITLED, "PARADISE PINES UNIT 1411, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JULY 15, '1971, IN BOOK 38 OF MAPS, AT PAGES 37, 38, 39, 40 AND 41, INCLUSIVE. EXCEPTING THEREFROM ALL MINERALS, OIL, GAS, ASPHALTUM AND OTHER HYDROCARBON SUBSTANCES, WITH PROVISION THAT ANY AND ALL MINING OPERATIONS SHALL BE DONE FROM ORIFICES OUTSIDE THE SURFACE AREA OF THE LAND DESCRIBED HEREIN, AND THAT NO DAMAGE SHALL BE DONE TO THE SURFACE OF SAID LAND. AP NO. 064-220-050 PARCEL II: A NON-EXCLUSIVE EASEMENT OVER LOTS A, B, AND C (THE COMMON AREAS) OF SAID PARADISE PINES UNIT 14 AND THE LOTS DESIGNATED FOR COMMON AND RECREATIONAL AREAS AS DESCRIBED IN THE DECLARATION OF ANNEXATION FOR PARADISE PINES UNITS IV, VI, VIII, X, XI, XII, XIII AND XIV. BUILDING PERMIT NUMBER: 03-2191 Address or location of unit: 61.11 DANA CIRCLE; MAGALIA CA- 95954 ' Legal Description of Real Property: AP # 064-220-050 SEE ATTACHED - .. (x) Mobilehome/Manufactured Home - O Commercial Coach Has been affixed to the real property above by installation,on a foundation system *" pursuant to Health and Safety Code Section 18551: Owner's name: KATHLEEN S. CASEY Owner's address: 6111 DANA_ CIRCLE, MAGA_LIA CA 95954. ' INSIGNIA OR HUD -NUMBER: 215109/10- ; SERIAL NUMBER OR V.I.N.: KG61206 A/B MANUFACTURER'S NAME: KINGSTON/GOLDEN WEST . AR: 1981 OFFICIAL APPROVING INSTALLATION: DATE: PHONE: (530) 538-7541 H.C.D. 513C 1t BUILDING PERMIT NUMBER: 03-2191 Address or location of unit: 61.11 DANA CIRCLE; MAGALIA CA- 95954 ' Legal Description of Real Property: AP # 064-220-050 SEE ATTACHED - .. (x) Mobilehome/Manufactured Home - O Commercial Coach Has been affixed to the real property above by installation,on a foundation system *" pursuant to Health and Safety Code Section 18551: Owner's name: KATHLEEN S. CASEY Owner's address: 6111 DANA_ CIRCLE, MAGA_LIA CA 95954. ' INSIGNIA OR HUD -NUMBER: 215109/10- ; SERIAL NUMBER OR V.I.N.: KG61206 A/B MANUFACTURER'S NAME: KINGSTON/GOLDEN WEST . AR: 1981 OFFICIAL APPROVING INSTALLATION: DATE: PHONE: (530) 538-7541 H.C.D. 513C STATE OF CALIFORNIA - BUSINESS, TRANSPORTATION AND HOUSING AGENCY GRAY DAVIS, Governor DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT)SING Division of Codes and Standards �• ��. 0 m a �u Z 3G� qll \� Title Search 4 Dery Date Printed: 07/23/2003 Decal #: LAB4233 Use Code: SFD Manufacturer: KINGSTON/GOLDEN WEST Original Price Code: AHX Tradename: KINGSTON Rating Year: Model: Tax Type: LPT Manufactured Date: 00/00/1981 Last ILT Amount: Registration Exp: Date ILT Fee Paid: First Sold On: 00/00/1981 ILT Exemption: NONE Serial Number HUD Label / Insignia Length Width KG61206A 215109 40' 12' KG61206B 215110 40' 12' Record Conditions: PPF Exempt Registered Owner: KATHLEEN S CASEY 6111 DANA CIRCLE MAGALIA, CA 95954 Last Title Date: 02/22/1999 Last Reg Card: 02/22/1999 Sale/Transfer Info: Price $11,000.00 Transferred on 05/01/1998 Situs Address: 6111 DANA CIR MAGALIA, CA 95954 Situs County: BUTTE Inactive Decal/DMV: DMV 622QYM Open Escrow: MID VALLEY TITLE PO BX 3039 601 MAIN ST CHICO, CA 95928 Escrow File No: 213146DT Pending Buyer: REFL Dealer Name: None Reported Escrow Opened On: 07/23/2003 Expires on: 11/20/2003 ** * END OF TITLE SEARCH * * * � ����, �, 1 i ���� {-� ,, ,;� r ;�� ,., ,' � i � I j I� t j j I ," RECORDING REQUESTED BY BIDWELL TITLE & ESCROW COMPANY Order # 3-182524 AND WHEN RECORDED MAII. TO KATHLEEN S. CASEY 6111 Dana Circle Magalia, CA. 95954 lil IIII II II IIII I II IIII III II I I Illli 1 998—GDtm 1 6453 Recorded 1 REC FEE 10.00 Official Records I TAX 56.10 County Of I CANDACEutte J. sRUBBS I I 69:00M 29 -Apr -1998 I Page 1 of 2 SPACE ABOVE THIS LINE FOR RECORDER'S USE AP# 064-220-050 Grant Deed THIS FORM FURNISHED BY BIDWELL TITLE & ESCROW COMPANY The undersigned grantor(s) declare(s): Documentary transfer tax is $s6.3.o - ( x) computed on full value of property conveyed, or ( ) computed on full value less liens and encumbrances remaining at time of sale. ( ) Unincorporated area (X ) unincorporated area FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, JOHN A. STOBB and MARGARET W. STOBB, husband and wife hereby GRANT(S) to KATHLEEN S. CASEY, a single woman the following described real property in the unincorporated area County of Butte State of California: SSE ATTACHED SCHEDULE C FOR LEGAL DESCRIPTION Dated: April 24, 1998 State of California County of Butte I SS. On A= ri 1 4' 1998 before me, the undersigned, a Notary Public in and for said State personally appeared John A. Stobb and Margaret W. Stab personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in histher/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted executed the instrument. WITNESS my hand and official seal. `Z OWN M6G'RET W. STOBB , and �. • De Annah L. Epp D rz_ COMM. # 1073965 M • NOTARY PUBLIC. CALIFORNIA y Q COUNTY OF BUTTE w uD My Comm. E)iros Oct. 1, 1999 (This area for official notarial seal) Order No. 3-182524 SCHEDULE C THE LAND REFERRED TO HEREIN IS DESCRIBED AS FOLLOWS: ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: PARCEL I: LOT 150 AS SHOWN ON THAT CERTAIN MAP ENTITLED, "PARADISE PINES UNIT 1411, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JULY 15, 1971, IN BOOK 38 OF MAPS, AT PAGES 37, 38, 39, 40 AND 41, INCLUSIVE. EXCEPTING THEREFROM ALL MINERALS, OIL, GAS, ASPHALTUM AND OTHER HYDROCARBON SUBSTANCES, WITH PROVISION THAT ANY AND ALL MINING OPERATIONS SHALL BE DONE FROM ORIFICES OUTSIDE THE SURFACE AREA OF THE LAND DESCRIBED HEREIN, AND THAT NO DAMAGE SHALL BE DONE TO THE SURFACE OF SAID LAND. AP NO. 064-220-050 PARCEL II: A NON-EXCLUSIVE EASEMENT OVER LOTS A, B, AND C (THE COMMON AREAS) OF SAID PARADISE PINES UNIT 14 AND THE LOTS DESIGNATED FOR COMMON AND RECREATIONAL AREAS AS DESCRIBED IN THE DECLARATION OF ANNEXATION FOR PARADISE PINES UNITS IV, VI, VIII, X, XI, XII, XIII AND XIV. a ) _ 'NOTESRESIDENTIAL FMH 03-2191 PERMIT NO.THLEEN CIRCLE, MAGALIA MHS M FND EX SITE I� THE HCD F i ORM 433A FOR THIS MH CANNOT BE RECORDED UNTIL ONE OF THE FOLLOWING HAS { BEEN TURNED IN TO THE BUILDING DIVISION: (1) LICENSE PLATE(S) OR DECAL (THE INSPECTOR MUST RETREIVE). (2) STATEMENT OF FACTS (ONLY ON i NEW MH' S). F INSPECTOR TO VERIFY SERIAL & LABEL #'S. 11 SPECIAL CONDITIONS 11 SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) ' Signature CHECKED BY J=OK 0 = Not OK s = Not Ready NotApplicable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L -ft. / P Nat. or / /" L "ft./ P LPG 7. Well Clearance & Disconnect Electric 8. Utility Clearance Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector POOLS (Plans) OK except #'s 4. Electricity; MH Test -Crossovers -Breakers -Clearances Setbacks -Easements 5. Drain; MH Test -Fall -Flex Connector t 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. 10. Exits; insp.-Sketch 11. Cert. of Occupancy 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date 11. Card B-1 Date Card B-1 Date 12. Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. ing Requirements -Setbacks -Easements Card B-1 Date . Card B-1 Date ootings; Size -Spacing -Marriage Lin n Card B-1 Date Card B-1 3. B cking s; MH Test -Demand -Valve EI ctricity; MH Test 6. ater; MH Test V. 'r Water and' Sewer Connected 8.. Gas•and Electricity Tagged 9. Exits License Decals �Z 11. Verify #'s with Office Date 17.Card B-1 RL Date Card B-1 Date Card B-1 Date Card B-1 c4L, ZtSf1® MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability t 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance -GR 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding;. Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures-Panel boards -Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date . Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation Date FRAMING (Continued) 16. Insulation Hangers -Post Caps -Anchors -Connectors 48. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 17. Water Htr.; Vent -Access -Combustion Air Baffle Garage Fire Protection Framing -RC Channel 18. Water Pipe; Test & Anchor -Nail Protection Property Line Firewall & Openings 19. D.W.V.; Test Fittings & Anchor -Nail Protection Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 20. Shower Pan; Test, First Floor -Tub Access Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 21. Test Tub & Shower, Second Floor -Tub Access Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 22. Gas Pipe; Sixe & Anchors Siding -Nailing Veneer 23. Fire Sprinkler; Test Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral O Yes O No 32. Service -Riser Conductors & Ground Main Disconnect _ 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Date 41. Sills Proper Materials & Anchors Date 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound Comments at Final: 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes _ 83. Following Instld./Drive O Yes O No/Walks O Yes O No/Planters O Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 ®2� T N . (Rev. 12/96) APPLICATION AND PERMIT ll ASSESSOR PARCEL NUMBER 064-220-050 ZONING BUILDING PERMIT OWNER CASEY EEN TELEPHONE SO. FT. OCC. BUILDING VALUATION . OWNER'S MAI NG ADDRESS1248 6111 DANA CIRCLE, MAGATIA, CA 95954 R 67,399 CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDEf1 LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 2-3-00 BUILDING ADDRESS 6111 DANA CIRCLEM, MAGATIA Energy Plan Checking Fee $ $ PERMIT FEE $ 290.75 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ MobilehomeM Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 15-00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other XK Describe Work: EX MH ON PERM FM EX SITE Gas piping system 1 - 5 outlets 15.00 15 oo Building sewer 15.00 Mobile Home I S I G W @20.00 PERMIT FEE $ 50.00 ELECTRICAL PERMIT Fling Fee 20.00 "OOVOR LE Main Service zo.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, ( g ) and my license IS 'n full and effect. t� � � / J �Q License Class — Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00NEW CONST. DWEwNo OCCUP. OR ADDNS. ( y Alm. gt p5, SG 3.5,s NEW CONST. MULTI-OUTLETRreUI NON•RESIO. 97.50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES BAL p �.T. w Ex. Occup. OF1xLInEED�A R '.16.)O1R PGE1 1 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PRE_ INSPRICION PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number he above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) -61certify 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 rkers' compensation provisions of section 3700 of the Labor Code, I shall fort w' h comply with those provisions. Date / - 2-7-0--T o cant ❑ Owner Contractor ❑ Agent YnHArmit is required for excavations over 5'0" deep and demolition or constructionas over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEI: $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 340.75 HAZ D FEES IMP FLOOD I CDF PARCEL PD HD _ ISS This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. , 7to PERMIT EXPIRES O ; Date ReceiptNo. 382570/$63.00// r WHITE-D.D.S.-B.D. CANARY-ASSESSO PINK -INS CT R GO DE -APPLICANT 3' ;�kf � ' �.- .. - �. -.... � -r 't' `"a4.;-...+,'� : ..',t�f''`:-�r., -1J "": -�:.. F .r+:'.r•r :. i^.i•.'r,: �. - : ';s» .. ..v r. 'xL.�v J. y,wtw.. ....+.... •..'wiT,.F irtklWfV`•4V iRCJ•' .k COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone.(530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DA SHEET OWNER: ASSESSOR PARCEL NUMBER O C..D ' , Proposed Building Use: vt1OD cf" Y \ Counter Technician: _ Date: - - G Ite required in order o apply for a per it. All boxes UST be checked OR marked NA in order o pply. Site plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance design and supporting documentation in duplicate. ❑ &. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan.rfie down or fnd plans, all in duplicate. 7 Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped andwet-signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Site plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings.. ;.. r'............................ :...................... ❑ 11. Detached Accessory Building Form filled" out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... ❑ ,13. Fire Sprinklers ............................. ....... ....: I............................ .. ..................... ❑ 14. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 15. Other e fining items needed to issue the permit. (May require additional plan review upon re t of the following items.) �•- Fees as shown on the attached Schedule of Fees Due Sheet...................................0 17. Statement of Intent for Non -heated and A/C Buildings ............................................. U ❑ 18. Sanitation and site plan approval from the Environmental Health Department in ❑ 19. City of Chico Plumbing permit........................................................................ ❑ 20. California Department of Forestry plan approval ❑ paid.' Sent by: ...................... ❑ 21. Planning approval for (A) Use: (B)Parking: (C) Parcel Check: 1:1 22. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ 23. NPDES Form............................................................................................. ❑ 24Encroachment Permit for driveway from the Public Works Dept ................................. 5. Pre -Inspection for QJ!C P1 required ................ ❑ 26. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 27. Worker's Compensation Carrier and Policy Number ............................................. ❑ 28. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ....................: ❑ 29. Letter of Signature authorization.............................................................. ❑ 30. Recorded copy of Agricul ral Acknowledgment Statemen ...... �.,..�....... ❑ 31. Manufactured home u ' cl arance..............................{................ 32.�sting violati ns its............................................�... � 3 . rant Dee , H. Title/ tement of Facts, Letter from Legal Owne heck to H.1 D. $ ❑ 34. Other: When issued Telephone rfp and hold for pickup. I have b�en inford of the above items and requirements for obtaining a building permit. Applicant: �/� Date: 2 1. Index permit/applica ion for the above items numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: rWC, Date: Structural reviewed by: Date: Structural approved by: ' Date: Note transfer by: r Date: Yellow: Building Division • COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUIL DING DIVISION 7 County Center Drive • Oeoville, California 95965 • Telephone (53 538-7541 _ W (Rev.12/96) APPLICATION AND PERMIT 1%7 V ASSESSOR PARCEL NUMBER ^ 0 OS ZONING ^\ BUILDING PERMIT OWNER r- TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNER NG ADDREOS _ ' ie? CONTRACTO 'S NAME— TELEPHONE / c S L// ' CONTRAFTQRP MAIUNO AW.MESS A K CONSTRUCTION LENDER Q LENDER'S MAILING ADDRESS ARCHITECT OR ENGINEER ARCHITECT OR ENGINEERS MAIUNG ADDRESS SUIL.OINGADDRESS i \ \ 1 LOT NO, I SUBDNISIOWS NAME USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other TYPE OF WORK NewAddition ❑ Remodel ❑ Udliities ❑ nstallat De ri a Work: Total Valuation $ LICENSE NO. Filing Fee $ Permit Fee S'G ' $I Plan Checking Fee $ Energy Plan Checking Fee $ PERMIT FEE $ PARCEL MAP PLUMBING PERMIT Each Trap Solar or heat pump water heater Water piping SPECIFY Each gas water heater or vent Gas piping system 1 - 5 outlets ❑ Other ❑ Buildingsewer �2 /t /%/t Mobile Home ISI GI W X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60° deep and demolition or construction of structures over 3 stories in height. Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT PERMIT FEE S ELECTRICAL PERMIT 000V OR LESS Main Service 200A OR LESS Main Service 200A TO 1000A NEW CONST. DWELLING OCCUP. OR ADDNS. & ACC. BLOS. NO. 20.00 Filing Fee 20.00 7.00 23.00 15.00 15.00 15.00 15.00 @20.00 Fling Fee 20.00 23.00 46.00 3.50s,' - EX. OCCU . OUTLET OR FIXTURES BAL @ ".;0 Ex. Occup. pESlo �eA 5.00 Temporary Service 23.00 Mobile Home Facilities 2b-00 Misc. Wirin 2360 J r PERMIT FEE S MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hnnd 6.50 Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ 1 HAZ. I D. FEES I IMP I_ FLOOD I CDF I PARCEL I PD I tH..SUI This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON Building Permit Number: Q 3 Owner Name: IMPORTANT This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or alterations on same without writ te Building Division, County of Butte. n permission from the All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 1.998 California Building Code (1997 U.B.C), 1998 California Plumbing Code ( 1997 U.P.C.), 1998 California Mechanical Code (1997 U:M.C.) and the 1998 California Electrical Code (1996 N.E.C.) a Your parcel lies within a designated 100 -year flood plain. Finish floor, electrical, H. V.A.C. equipment and services shall be a minimum of one foot above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate will also be required - — --' — --- Note: -We will normally accept -the following as requirements: compliance with the flood elevation 1. Building is anchored to concrete stemwall system with conventional anchor bolts. 2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24" above grade, or engineered design required). I Electrical, heating, ventilation, plumbing and air conditioning equipment and facilities located above the plate. 4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total net area of not less than 1 square inch for every square foot of enclosed area. 5. The bottom of the openings shall be no higher than 1 foot above grade. 6. The openings may be screened or covered with other devices that will permit automatic entry and exit of floodwater. Pagel of 2 Building Permit Number: Owner Name: Parcel lies within the State Responsibility Area (SRA). Comply with attached requirements. ❑ Fire sprinklers are required in this structure. ❑ The following parcel map requirements shall be met: All structures and ��e��u,�i�ment including overhangs shall �,shall be clear of all easements. A setback of 00 �Yeet-from the side and GoSk'?eet'from the rear property lines and 20 feet (25 feet if Federal Aid Route) from the edge of the right of way shall be clear of structures and. equipment except for 2 foot overhang Expansive soil may be encountered on this site. This condition may require the . foundation to be designed by a California registered engineer or licensed architect. �_; Page 2 of 2 7 7 NOTE: S the attached . ... ... .... .. 2 Pages I mc, TTE COUNl--'-\t - qG DEPARTME.,v, 3 R 0 V E P i BUTTE COUNTY DEPARTMENT 'OF PUBLIC WORKS 7 County Center Drive, Oroville, CA. PHONE 534-4541 1. "Owner's name: MOBILEHOMEINSTALLATION SHEET 2. Instal:ler's name: ;;;. 6633 SUM, -i FAKAU16L, C7755753 , r a p7�.$ t 3. Is the site currently �'1�p��iit: Yes No / �f (If yes, furnish permit number ) OR Is the site an existing site? Yes h,1 No (If yes, furnish two (2) plot plans.) 4. Will the mobilehome be located at least 5 ft. away om septic tank and leach fields and clear of all setbacks and easements? Yes / / No (If no, clarify ) 5. What is the mobilehome electrical rating? ------------------------ Z) Amps 6. What is the mobilehome site service rating? --------------------- O O Amps 7.. What is the mobilehome site circuit breaker rating? -- ------ Amps 8. Is there any other electric load to be served by the mobilehome site service? ---------------------------------------------------- Yes / / No =71" (If yes, identify the load and size: (Load)// (Amps) 9. What is the mobilehome site gas pipe size? --------- ----- `3A/ (in.) 10. What is the type.of gas service? ---"-- -- - --- --- Natural / / LPG 11. What is the gas pipe length from meter or tank to the mobilehome? s© (ft.) 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.) BUTTE GOl NTV gUILDING ®EPARTME.N MOBILEHOME SUPPORT DATA If other than single wide , / Mobilehome Mfr, furnish Setup Model Na. 4 / /9 Year /99 / WidthoVc/ (ft.) Box Length_Z/p (ft.)* -Tagalong. -or Expando Size ft. x ft. (SHOW SUPPORT DETAILS BELOW) 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). All center -supports measured from front of mobilehome unless otherwise specified. GS 41� -1 rr (-Lt.)(in.) (in.) (in.) x 3 (K) (in. (in.) (in.) (in.) (in.) (in.) 93. self center piers are other than drawn above, Tagalong or Expando,' show.support-details. Typical Support (in.) '(in.') Footing Size S -- Max. Pier Spacing _ I - Max. Overhang BUTTE COU�� 3 OUNTY ` UIUI DING DPPA w Ss f p� DEPARTMENT PP " . y APPROVED Footings (:check one, Single � Wood either pressure treated c foundation grade. (in.) (in.) E 2.. Other (specify) Center support Center support locations* footing sizes Suports (check one) (in.) 1: Concrete block:' S �-TLJ 2: Other (specify) .(in..) (.in.) GS 41� -1 rr (-Lt.)(in.) (in.) (in.) x 3 (K) (in. (in.) (in.) (in.) (in.) (in.) 93. self center piers are other than drawn above, Tagalong or Expando,' show.support-details. Typical Support (in.) '(in.') Footing Size S -- Max. Pier Spacing _ I - Max. Overhang BUTTE COU�� 3 OUNTY ` UIUI DING DPPA w Ss f p� DEPARTMENT PP " . y APPROVED VECTOR DYNAMICS FOUNDATION SYSTEM WIND ZONE 1 & 2 INSTALLATION INSTRUCTIONS For the State of California INDEX SECTION INTRODUCTION PIER HEIGHTS GENERAL INSTALLATION SETUP INSTRUCTIONS METAL PIER & V DRIVE PARTS LIST CONCRETE INSTALLATION SCHEMATICS PAGE NUMBER 3 4 5&5a 6' 7,7A,7B&7C 8&9 WIND ZONE I - SINGLE SECTION WIND ZONE it -SINGLE V -DRIVE - METAL PIER -DOUBLE SECTION - TRIPLE SECTION - SINGLE SECTION - DOUBLE SECTION - TRIPLE SECTION 6�0II111115Cw-IN&-ndIOT_%flel►I 10 11 12 13 14 15 16 17 iu. COMPONENT PARTS AVAILABLE UPON REQUEST Foundation System © 3 - ZI C1 I Y" --t- BUTTE COUN Vi qUILDING DEPARTMEN PV"f. Release Date 8/13/2001 Engineer Approval �i T U C� F '= ��i� •Ili N� NI: V P3j/Ju 1 201 J \ �1vI / �lF OF Ca�1Fc�r � 18551 OVED SUBJECT TO CORRECTIONS NOTED APPROVAL DOES NOT AUTHORIZE OR APPROVE ANY OMISSIONS OR DEVIATION FROM REQUMEmFWS OF APPLICABLE STATE LAWS AND REGULATIOi4S State of California Department of Housing and Community Development DMC AND STANDARDS Bye -/o -O I (sign ure) r SPAN0. 9(7 For Further Information TIE DOWN ENGINEERING 5901 Wheaton Drive Atlanta, GA 30336 404-344-0000 FAX 404-349-0401 www.bedown.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-tuming 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 & anchoringrequirements. 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 Califomia. 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. t�O Page 2 Califomia 8/2001 56 i ma Figure Maximum Pier Height (Wind Zones I & II only The Vector Dynamics Foundation System may be used on homes which require pier heights not to exceed 56 inches under one or both main rail(s). Note that a ground anchor must be used at each side of a Vector system location in Wind Zone -ll, and where the pier heights exceed 24 inches on a single section home in Wind Zone I. Piers must be constructed in accordance with the manufacturer's installation instructions and/or state requirements. The use of interlocked double stacks of concrete blocks may be required by the home manufacturer or state. Check with the most recent regulations in your state. - --� 56 i ma; Unequal Pier Heights ( Wind Zones I & II only) rIywc c 5 in. iax. Vector Dynamics may be used on homes with unequal pier heights of 56" or less under one or both main rails. The difference between the taller pier and the shorter pier cannot exceed 26". Note that a ground anchor must be used at each side of a Vector system installation in Wind Zone I and where either of the pier heights in that location exceeds 24 inches on a single section home in Wind Zone I. Only concrete blocks and pressure treated lumber compression members are permitted on unequal pier heights using the Vector system. Piers must be constructed in accordance with themanufacturer's installation instructions and/or state requirements. The use of interlocked double stacks of concrete blocks may be required by the home manufacturer or state. Check with the most recent regulations in your state. N2001 Page 3 California GENERAL INSTALLATION INSTRUCTIONS SITE PREPARATION It is necessary that the home site be properly graded and sloped to prevent water and moisture from standing or flowing beneath the home. See manufacturer's home installation manual and state requirements for grading and other site preparation. FOOTINGS AND FROST LINES The Vector Dynamics Foundation System can be placed directly on top of the ground after clearing all loose vegetation. In areas where frost line/poured footers are required, the Vector system for concrete is used. See pages 8 & 9. FOUNDATION/FOOTING SPECIFICATIONS FOR VECTOR PADS Vector Pads must be used in place of conventional foundation pads for each Vector foundation system. Each (set of) Vector Pad(s) provides two or three square feet of pier bearing support. Vector Systems should be spaced as evenly as possible along the length of the home, with one Vector system within two feet of each end of the home. For pier locations in between the Vector Systems, use the foundation pads normally recommended by the home manufacturer and/or state requirements. Pier heights in excess of 24 inches or when unequal must follow instructions printed on page 3 of these instructions. Nominal 3-1/2 inch or 4 inch Schedule 40 PVC pipe or TDE steel compression strut (#59043) may be used only when the pier heights are similar on fairly level ground. Steel strut and PVC are not permitted when metal pier foundations are used. The adjustable galva- nized steel compression strut, #59043, is attached to each inside pad with a 1/2" X 2-1/2" grade 5 carriage bolt and can only be used with the swivel connector on strap. The grade 5 bolt attaches the swivel connector and the steel strut to the pad. When the swivel connector is used with a wooden or pipe compressive member, the vector diagonal connector should be part #59279 not #59276. After tightening the end grade 5 bolts, adjust- ment bolt is installed through the two square steel compression struts to lock them in place.Foundation pad size and pier spacing must be consistent with home manufacturers' instructions and/or state requirements. LUMBER/MOISTURE - TERMITE SHIELD To cut lumber (2 - 2x4's or 1 - 4x4 per Vector system) for the center compression section, when using con- crete blocks for piers, measure center to center frame (I-beam) distance and subtract 16". When using METAL PIER STANDS, measure center to center frame distance and add 16". 3-1/2" or 4" nominal schedule 40 PVC pipe meeting ASTM D1784 or Tie Down's steel compression strut (#59043) may be substituted for lumber as the center compression strut under certain conditions described above. Pipe adapter bracket, part #59281 must be used with PVC pipe simultaneously with the Inside Tie Brackets, part number 59276. The pipe adapter bracket is used on top of the pipe and under the Inside Tie Bracket. In certain regions the optional Moisture Termite Shield may be required between the lumber and ground. ALL WOOD MUST BE PRESSURE TREATED, GROUND CONTACT RATED. Tip: Pre-cut your lumber and mark as to brand or model of homes you will be installing. If frame widths are the same, the pre-cut boards will also be the same length in each Vector set-up. STRAP TENSION All strapping must be tight upon assembly of the Vector system. Tests have been conducted with "hand tight- ened " strap in the Vector system to remove the need for specific tension specifications. Hand tight is defined as removing all slack with minimum of movement available when pressing on the strap. While subsequent tight- ening of the straps is not required, straps should be checked after any strong wind conditions, just as conven- tional anchor tie down straps should also be checked, to insure the maximum performance of the foundation system. A minimum of two factory 1/4" spot welds must be used when straps are connected to the swivel con- nectors with welds. c � Page 4 California 8/2001 Set -Up Instructions for the Vector Dynamics Foundation System #59007 (Kit #59007 is interchangeable with Kit #59018) 2. SET BLOCKS (OR PIERS) ON VECTOR FOUNDATION PADS Center the foundation blocks over the Vector pads. Place the pre-cut 44, 2x4's (side by side), Schedule 40 PVC (w/PVC adapter plate, part #59281) or 1 adjustable TDE steel compression member, (part #59043) tightly between the blocks, with ends resting on the Vector pads, and centered on each U -bolt. 3. OUTSIDE TENSION BRACKETS Attach an Outside Tension Bracket to the U -bolts on the outside of the foundation blocks and Vector pads. Place one of the short 6"- 2x4's between the bracket and Vector pad. Adjust the short 2x4 so that it pushes against the foundation blocks, removing any space between the piers and center compression section. Tighten the 3/8" bolts. 2 square foot pad placement or (1) 3 square foot pad TS AND Brackets to the re -cut boards or ..,. ,.. . , ap 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 2ft& 3 only), use minimum of 3 each V -Drive anchors per side. See drawing on page 6 for placement. Page 5 California 8/2001 Set -Up Instructions for Vector System #59018 (Kit #59018 is interchangeable with Kit #59007) Long U -Bolts 1. Set Vector Pads Clear all vegetation where pads will rest. Place a long U -bolt in pad as shown. Press or ham- mer pad into the ground. 2. Set Block or piers on pads. Center foundation blocks or piers on pads. Place pre-cut center compression member between blocks, resting on pads, centers between U -bolts as shown. 3. Outside Tension Bracket Attach outside tension bracket as shown to out- side of pads. 4. Inside brackets & straps Attach the inside be 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 o'4 California 2001 Vector Dynamics Metal Pier Ii 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 be brackets mount 'upside down' as shown in drawing. Metal piers using the Vector system can only be used on level ground installations. Conventional pier adjusters must be placed under beam with upturned edge directed towards the outside of the home. Pier capacity rating and spacing must be consistent with home manufacturers' installation instructions and/or state requirements. When using METAL PIER STANDS, cut lumber (2 - 2x4's or 1 - 44 per Vector system) for the center compression section, by measuring center to center frame distance and adding 16'. Optional Moisture Termite Shield may be required in certain regions. ALL WOOD MUST BE PRESSURE TREATED, GROUND CONTACT RATED. Adjustable steel strut (#59043) and PVC Schedule 40 pipe are not permitted to be substituted for lumber when using metal pier stands. V -Drive System Installation: for rocky soil conditions V -Drive anchors are used only with Zone 1, single section homes. Soil Class 1,2,& 3. V -Drive anchors are used only in Wind Zone I, on single section homes in areas where rocky soil conditions do not allow a conventional helix style anchor to be installed. For solid rock, Soil Class 1, predrilling of holes for the V -drive rods is recommended. Vector Systems are set following the general set up instructions provided. With the V -Drive anchor, the short 2x4 boards used with the outside tension brackets are discarded. In place of the short 2x4's, a longer 2x4 is used as per the diagram above. This 2x4 board should extend from the base of the Vector pier set to 5 inches from the side wall of the home. Place the V -Drive head over the end of the longer board. Using a heavy hammer or electric hammer gun, drive the three V -Drive anchor rods through the V -Drive heads at an angle of approximately 45 degrees under the home. The rods must come to a complete stop on the V -Drive heZd. 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 inc the anchor head to allow at least five wraps around the slotted bolt. Continue tightening strap until all slack is out and strap is tight. Page 6 California 8/2001 'Vector Dynamics .Foundation Systems �ro� Component Parts List n T Vector System 2000 ® ® po o0 Kit # 59018 D o'a Single piece pads with straps <?+ o e ® and slotted bolts Part #'s included: 59310, 59288, 59135, 10925, 59279, 83044z, 59232 & 59732 Part #'s included: 59275, 59282, 59276, 83044z & 10999 m s Ute' - I�' Vector System Kit # 59007 142. o 1112ft 112 ®®Re ®® - Concrete Vector System Kit # 59008 e o (for single stack blocks) ®o a ®a u Part #'s included: 59277, 59282, 10530, 83044z, 59279 & 59232 Part #'s included: 59273, 59282, 10530, 83044z, 59232 & 59279 Page 7 Concrete Vector System Kit # 59006 (for double stack blocks) 11�e >4 California 8/2001 Vector Dynamics Foundation Systems Component Parts List Vector 2000 3 Sq. Ft. Pad Part # 59271 1 required with 59026 Longitudinal System 2 required with 59024 Lateral System Part #'s included: 59281, 59288,10925, 59232 & 83044z Vector Lateral Hardware Kit Kit # 59024 (for use with 59271) V Drive Anchor Kit Kit # 59287 (for use with Kit#59007 only) Part #'s included: 59269, 59113, 59282 & 10999 --------------------------------------------------------------------------------------------------------------- Adjustable Steel Compression Strut'_- P/N 59043 Or these products available at your local hardware store IPeSs <euea<�l v ea. a y Q � oc �� Zea•2X QOQVGQ�Q6 o Sc�e6011 R 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. teN Page 7A California 8/2001 Vector Dynamics Individual Component Parts Detail Vector Dynamics Single Block Pad Part # 59275 1 Sq. Ft. 12 gauge, used in pairs 16-3/16" X 9" x 2-9/16" Vector Dynamics 2000 Single Block Pad Part # 59310 2 Sq. Ft. 12 gauge 18.719"x15.625"x3" Vector Dynamics Single Stack Concrete Pad Part # 59277 12 gauge 17-1/4" x 11" x 5-5/16" Vector Dynamics Double Stack Concrete Pad Part # 59273 12 gauge 18.75" x 18.625" x 5.188" Vector 2000 3 Sq. Ft. Pad Part # 59271 - 12 gauge 22.5" x 19.418" x 3" ® Vector Dynamics Tension Link o ° Part # 59282 6.25" x 2.52" x 3" 0 � Vector 2000 Tension Link Part # 59288 2.125" x 2.375" x 2.06" O' ® Concrete Wedge Anchor Part # 10530 3/8" X 3-1 /2" Page 713 ` Slotted Bolt i'" Part # 59135 to 3" x 5/8" Long U -Bolt w/Nuts & Washers Part # 83044Z 3/8" x 4" (16 Threads Per Inch) ® ® Short U -Bolt w/Nuts & Washers Part # 10999 3/8"x 3" (16 Threads Per Inch) Californ 0 0 Vector Dynamics Single Block Pad Part # 59275 1 Sq. Ft. 12 gauge, used in pairs 16-3/16" X 9" x 2-9/16" Vector Dynamics 2000 Single Block Pad Part # 59310 2 Sq. Ft. 12 gauge 18.719"x15.625"x3" Vector Dynamics Single Stack Concrete Pad Part # 59277 12 gauge 17-1/4" x 11" x 5-5/16" Vector Dynamics Double Stack Concrete Pad Part # 59273 12 gauge 18.75" x 18.625" x 5.188" Vector 2000 3 Sq. Ft. Pad Part # 59271 - 12 gauge 22.5" x 19.418" x 3" ® Vector Dynamics Tension Link o ° Part # 59282 6.25" x 2.52" x 3" 0 � Vector 2000 Tension Link Part # 59288 2.125" x 2.375" x 2.06" O' ® Concrete Wedge Anchor Part # 10530 3/8" X 3-1 /2" Page 713 ` Slotted Bolt i'" Part # 59135 to 3" x 5/8" Long U -Bolt w/Nuts & Washers Part # 83044Z 3/8" x 4" (16 Threads Per Inch) ® ® Short U -Bolt w/Nuts & Washers Part # 10999 3/8"x 3" (16 Threads Per Inch) Californ Protecto-Strap Carriage Bolt w/Nut & Washer Part #59276 p Part # 10925 6.3" x 3.3" x 7/8" ® 1/2" X 2-1/2" ae Protecto-Strap Strap Protectors a Part # 59279 Part # 59232 6.3" x 3.9" x 7/8" a PVC Adaptor Part # 59281 ® Carriage Bolt w/Nut & Washer 7.25" x 4/56" x 1.42" Part # 10624 3/8"16 x 4.5" Tie Down Marked & Certified G60 Galvanized Strapping Model Part # Length MS35 59150 35' MS37 59155 37' Tie Down Marked & MS42 59160 42' Certified G120 MS60 59165 60' Strap w/Swivel Connector MS600 59170 600' Part # Length 59732 12' p 59734 14' 0 59736 16' Frame Tie w/Hook o, 8 ft. P/N 59195 10 ft. P/N 59210 Earth Anchors 12 ft. P/N 59211 Longer Lengths Available 0_ 30" x 3/4" with 2-4" helix Black Paint: Part #59095 Galvanized: Part #59079 Earth Anchor Stabilizer V Drive Head 12" wide Part#59269 Black Paint: Part #59292 } Galvanized: Part #59294 �:sD® o ' o Drive Rods i ®® Part #59113 0 rage i u uanrornia c�/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 1 of 2 These instructions are an addendum to the standard Vector Dynamics instructions. Read and follow all applicable instructions and guidelines in the Vector instructions and home installation manual. The Vector system for concrete pads applies to concrete footers, runners and slabs. Minimum size of concrete per Vector pier is 24" x 24" x 4"(for part #59006 or 59008) or 18" round X 12" deep (for part # 59008 only). The bottom of footers must be below the frost line or a minimum of 4" below finished grade whichever is greater. Concrete must be a minimum of 2500 PSI and sufficiently cured and set to accommodate an anchor bolt to its' full load resistance. 1. Determine location of pier sets where the Vector systems will be located. 2. Place one Vector concrete pad (gals. metal) on the concrete where the pier will be located, centered under the I-beam of the home. Place the upturned edge towards the center of the home and directed to the opposite Vector pier. Do the same for the opposite Vector pier. 3. Measure the distance between the two Vector system pads at the base where the Vector pad meets the concrete. Cut two ground treated 2x4's this length and place between the piers as shown. 4. Place a long u -bolt under the 2x4's and through the holes of the Vector pad as shown. 5. Place the concrete pier blocks on the Vector pad. Center the blocks under the frame. The upturned edge end of the Vector pads should be up against the inside of the pier blocks. 6. Build vector piers but do not wedge at this time. 7. Using a concrete drill bit, drill two 3/8" diameter holes on each side into the concrete using the holes in the Vector pad as a guide. Drill the holes 3 inches deep. 8. Place an outside tension bracket on the Vector pad as shown in Illustration one. Line up the holes in the bracket, Vector pad and concrete pad. Illustration One Vector pa for concretf Concrete footer Page 8 Wood Cap and wedge Outside Tension Bracket WeA��o B California /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.9/1..6" socket wrench, tighten all of the wedge/anchor bolts, securing the outside tension bracket and Vector pad to the concrete. 18. Using a slotted bolt in the outside tension brackets, insert strap through slotted bolt with end of strap aligned with outside edge of bolt. Turn slotted bolt until straps are tight using at least five turns on the slotted bolts. Illustration Two Inside Tie Bracket Compression boards U -bolt Page 9 Vector pad for . concrete Concrete footer *4% California ii/2001 WIND ZONE I Vector Dynamics Systems. Required - for Single Section Homes (Materials Required) en loom Sec',( sys�aRln`usa' ' - n WIND ZONE I R o (not to scale) N� O o� �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 hector Kit, 2 slotted bolts Y 2'ea. 1-1/4 In. ties, length will vary with pier height (4725 Ib. min. break), V 1 ea. 4 x 4 pressure treated wood compression member V or 2 ea. 2 x 4 pressure treated wood compression member # or 1 ea. 3-1/2" or 4 nominal SCH 40 PVC pipe compression member V or 1 TDE adjustable steel strut n O 7 N O O _MR! MEM V -Drive anchors are used only in WIND ZONE I (not to scale) sq. ft. pad/ be spaced as evenly as NOTE:cticabl dgth _ C- - - -- :--�, . WIND ZONE I - mustpracticable consistent with hone manufactrers! itstal� Per Side " Vector Dynamics Systems Required 0 t0 72' Maximum allowable working drag load 3 Single Section Homes compression strut Is 3,150 pounds per Soil Classifications: Difficult Soil Conditions - r Soil Bearing Capacity: 1,000 PSF minimum , action h Sm a �a� g�tde�tnes. to n 1-1/4" frame ties w/4725 lbs. min. breaking strength. n ggtots a\�atto ma s, ag�S �n _ e of a n rat sp hom® - - - YaMP� olds 9e St be to - rtratloo " s ac�n9 mu Q a datiod on pads F oun , CD n O 7 N O O _MR! MEM V -Drive anchors are used only in WIND ZONE I (not to scale) sq. ft. pad/ Home Length 9 be spaced as evenly as NOTE:cticabl dgth Anchors Required q asy� the lenems home. Pier pactd mustpracticable consistent with hone manufactrers! itstal� Per Side " hatrualons andfor state feorements. 0 t0 72' Maximum allowable working drag load 3 for the Vector System with the steel compression strut Is 3,150 pounds per Soil Classifications: 2, 3, the K2 Engineering test report. Soil Bearing Capacity: 1,000 PSF minimum Anchors Required": "V" Drive Anchor, Part Number 59269 1-1/4" frame ties w/4725 lbs. min. breaking strength. When using "V" Drive Anchors Home Length 9 Vector Systems Y Anchors Required q Each Vector Foundation system requires • one Vector Kit, 2 "V' Drive Anchors, 4 slotted bolts Required Per Side " • 2 ea. 1-1/4 in. tie, length will vary with pier height (4725 Ib. min. break), • 1 ea. 4 x 4 pressure treated wood compression member 0 t0 72' 3 3 • 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 73' to 90' 4 4 member (center compression member only) • or 1 TDE adjustable steel strut * "V" Drive Anchor, Part Number 59269 -2 ea. 2x4 pressure treated wood for "V" Drive Anchor connection. Note: PVC =cannot be substituted for wood on the W" Drive Anchor connections. TIE DOWN CD CD N Metal Pier Sets ;" 1 ZONE I ' Vector Dynamics Systems Required for Single Section Homes Up to 72 ft._ (Materials Required) , - ' 1 , _ e Sedko �o sys a��al 9Uide\ings - . - - - of a 72 a sPagonrtge°�sta\\a�lon m eyaMPs,O Ns ci ,st be to h on , \\lugs at�d Spao\n9 m 1 , ` ouadat\o. , 1- v— w., s, .,..I.... r -- V.— .,. - Soil Classifications: Soil Bearing Capacity: Anchors Required: 2, 3, 4A, & 4B 1,000 PSF minimum 3/4" x 30" with 4" helix anchor (59095) 12" stabilizer plates (55292), 4 ea. 1 1/4" frame ties Each Vector Foundation System requires one Vector Kit, 2 slotted bolts 2 ea. 1-1/4 x 12 ft. ties (4725 Ib. min. break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member Home Length Vector Systems Required Anchors Required Per Side ' 0 to 72' 3 2 73' to 90' 4 3 " Anchor and stabilizer plate combination NOTE: Vector Systems should be spaced as evenly as is practicable along the length of the home. — Ic WIND ZONE I Vector Dynamics Systems Required - b,e se ve sm anua% 9�tde��nes for Double Section Homes _ _ { a 72 Baa k)�- ge t ka\\att°n, S9301111 h (Materials Required)- EXBM\ S�,o s gm� cbeuskt Son ac, J `° ° ds an IE : dation 98 vout — N (D u, y' I x • c w a� Maximum allowable working drag load for the Vector System with the steel compression strut Is 3,150 pounds per the K2 Engineering test report. C7 0 0 0 N2 sq. ft. pad? NOTE: Vector Systems should be spaced as evenly as t • is practicable along the length of the home. Pier spacing must be consistent with home manufactizers' Installation instructions andfor state requirerrrertts. Soil Classifications: 2, 3, 4A, & 46 Soil Bearing Capacity: 1,000 PSF minimum Anchors Required: None (marriage wall anchors may be required by home manufacturer) Home Length Vector Systems Required 0 to 48' 2 48' to 71' 3 72' to 89' 4 Each Vector Foundation System requires • One Vector Kit, 2 slotted bolts • 2 ea. 1-1/4 in. ties, length will vary with pier height (4725 Ib. min. break), • 1 ea. 4 x 4 pressure treated wood compression member • or 2 ea. 2 x 4 pressure treated wood compression member • or 1 ea. 3-1/2" or 4" nominal SCH 40 PVC pipe compression member • or 1 TDE adjustable steel strut TfE DOWN 00 IV O O WIND ZONE 1 Vector Dynamics Systems Rei for Multi Section Homes (Materials Required) Soil Classifications: 2, 3,4A. & 4B Soil Bearing Capacity: 1,000 PSF minimum m t. N1 POP i WIND ZONE 1 NOTE: Shear wall, ridge beam support posts & marriage wall straps & anchors may be required by the home manufacturer. Vector systems should be spaced as evenly as is practicable along the length of the home. A two foot variance + or - Is allowable at each system.Pier spacing must be consistent with the home installation manual. �2 sq. ft. Maximum allowable working drag load for the Vector System with the steel compression strut Is 3,150 pounds per the K2 Engineering test report. Materials: Each Vector foundation system requires One Vector Kit 2 ea. 1-1/4 in. ties (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 comression member or 1 TDE adjustable steePstrut Anchors Required Home Length Vector Systems Required Per Side Homes up to 48' 2 Vector Foundation Systems 0 Homes over 48' 3 Vector Foundation Systems 0 up to 52' Homes over 52' 4 Vector Foundation Systems 0 up to 76' WIND ZONE 1 NOTE: Shear wall, ridge beam support posts & marriage wall straps & anchors may be required by the home manufacturer. Vector systems should be spaced as evenly as is practicable along the length of the home. A two foot variance + or - Is allowable at each system.Pier spacing must be consistent with the home installation manual. �2 sq. ft. Maximum allowable working drag load for the Vector System with the steel compression strut Is 3,150 pounds per the K2 Engineering test report. Materials: Each Vector foundation system requires One Vector Kit 2 ea. 1-1/4 in. ties (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 comression member or 1 TDE adjustable steePstrut WIND ZONE II (not to scale) t. O 00 Q i,ic N 0 o �2 sq. ft. pad 'NOTE: For single section homes with eaves that exceed 6 Inches In Zone 2, two additional frame tie anchors with stabilizer plates (one anchor and one plate per side) must be installed in additon to the number of anchors listed In the chart below. Maximum allowable working drag load for the Vector System with the steel compression strut Is 3,150 pounds per at report. Soil Classifications: 2, 3, 4A, & 4B the K2 Engineering to Soil Bearing Capacity: 1,000 PSF minimum Anchors Required*: 30" with 4" helix anchor (59095), 1-1/4" vertical ties w/4725 lbs. min. breaking strength. Home Length Vector Systems Required Anchors Required ' Eaves 6" or less Eaves over 6" less than or equal to 12" 0 to 48' 4 4 5 49' to 60" 5 I \ I \ \. 61' to 72' WIND ZONE II (Hurricane) 6 7 73" to 84' 7 `�'� '` Vector D namics Systems Required y y 8 1 8 9 I 1 •, 1 \ \ `' for Single Section Homes_ - n some �,5. 1de1\nes. e t gu 1 1 - � 1 (Materials Requir`ed}, _ _ single foc JeckO\on maaval {t ofs gen f be oah me lasts ' mp`e - - S: Show tnvst i 1 1 1 scin9 ads 8%10 - ` I t\on P \ vada L f I WIND ZONE II (not to scale) t. O 00 Q i,ic N 0 o �2 sq. ft. pad 'NOTE: For single section homes with eaves that exceed 6 Inches In Zone 2, two additional frame tie anchors with stabilizer plates (one anchor and one plate per side) must be installed in additon to the number of anchors listed In the chart below. Maximum allowable working drag load for the Vector System with the steel compression strut Is 3,150 pounds per at report. Soil Classifications: 2, 3, 4A, & 4B the K2 Engineering to Soil Bearing Capacity: 1,000 PSF minimum Anchors Required*: 30" with 4" helix anchor (59095), 1-1/4" vertical ties w/4725 lbs. min. breaking strength. Home Length Vector Systems Required Anchors Required ' Eaves 6" or less Eaves over 6" less than or equal to 12" 0 to 48' 4 4 5 49' to 60" 5 5 6 61' to 72' 6 6 7 73" to 84' 7 7 8 85' to 90' 8 1 8 9 Vector Systems should be spaced as evenly as Is practicable along the length of the home. Pier spacing must be consistent with home manufacturers' Instructions and/or state requirements. Each Vector Foundation System requires • One Vector Kit, 2 slotted 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 ZONE II Vector Dynamics Systems Required _ _ �ti�o� hsm eMs. go, for Double Section Homes _ _ ' ' - ub\e Seg Vector Manua (Materials Required) - _ - - - o{ a �2e� %S93' imetx�sta�- - - _ - I CD 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. NOTE: Vector Systems should be spaced as evenly as Is pra the length of the home. Pier spacing must be consists manufacturers' Instructions and/or state requirements T,. Atm\� �� WIND ZONE II n 0 (not to scale) 0 3 N \2 sq. ft. pad/ Soil Classifications: 2, 3, 4A, & 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 . 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 M adjustable steel Strut WIND ZONE 2 Vector Dynamics Systems Required 3 Section Homes (Materials Required) Maximum allowable working drag load for the Vector System with the steel compression strut Is 3,150 pounds per the K2 Engineering test report. WIND ZONE 2 __- _ esu • vim. � � 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 4 Soil Classifications: Anil Raarinn Canacity, 2, 3, 4A, & 4B 1.000 PSF minimum r Materials: j 'Anchors Required: 3/4" x 30" anchor (59095), r with vertical straps Each Vector foundation system requires One Vector Kit 2 ea. 1-1/4 In. ties (4725 Ib. min. break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member or 3-1/2" or 4" nominal SCH40 Pipe compression member or 1 TDE adjustable steel strut chors Required Home Length Vector Systems Required p r 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' r Materials: j 'Anchors Required: 3/4" x 30" anchor (59095), r with vertical straps Each Vector foundation system requires One Vector Kit 2 ea. 1-1/4 In. ties (4725 Ib. min. break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member or 3-1/2" or 4" nominal SCH40 Pipe compression member or 1 TDE adjustable steel strut VECTOR DYNAMICS INSTALLATION DESIGN INSTRUCTIONS This Vector Dynamics Foundation system instruction is applicable only on homes set on soils classified as Class 4A 413, 3 and 2 as described in the table below. For separate instructions for sub -soil, Class 5 conditions (above 50 in. lbs.), contact Tie Down Engineering. SOIL CLASSIFICATIONS Soil Class Types of Soils Blow Count (ASTM Soil Test Probe (1) D1586) Torque Value (2) 1 Sound hard. rock...... NA NA Very dense and/or 40 -up More than 550 in. lbs. cemented sands, coarse 2 gravel and cobbles, preloaded silts, clays, and corals Medium -dense coarse 24-39 350-549 in. lbs. 3 sands, sandy gravels, very stiff silts and clays 4A Loose to medium dense 14-23 275-349 in. lbs sands, firm to stiff clays 4B and silts, alluvian fill 175-275 in. lbs Peat, organic silts, 0-14 175 in. lbs 5 inundated silts, loose fine and lower sand, alluvium, loess, varied clays, fill, fly ash. (1) The purpose of the soil test probe is to gage the strength of the soil below the surface and near the anchor's helical plate. The strength of the soil is estimated in terms of its' resistance to penetration (flow) under load by means of the torque probe and is measured in inch lbs. The test probe has a helix on it. The overall length of the helical section is 10.75 in.; the major diameter is 1.25 in.; the minor diameter is 0.81 in.; the pitch is 1.75 in. The shaft must be of suitable length for anchor depth. (2) A measure synonymous with moment of a force when distributed around the shaft of the test probe. Information about geographical areas of termite infestations which might require the optional termite and moisture shield when a wood compression member is used may be obtained from the local building official or may be found in the 1995 edition of the One and Two Family Dwelling Code. Page 18 California N001 PRE -INSPECTION UPORT OWNER DATE: (5-3 LOCATION: \' C A.P. #- Q '� USO c OxrFLACTO M ZOMNGc PRE-MPETION FOR `M y DATE TO INSPECTOR: PERMIT EUSf OEY:( ) NONE . � ) AS FOLLOWS, l ^ _ n�, BUILDING INSPBCTOE'S MORT Building Desetipdon: Caamet�iaWsage: . Resider iaW of Units:__ Electric: Gas: Cu mmuly Chid Abaadoned/Va=t Yes 4 No Electric currently On Off Condition of Electric Namwal Propane None__ Obvious Problems: Sanitation: Plumbing working Currently On Off Well Working Potable Water Obvious ScwageProblems _ ACTION RECOMMENDED: HOLD Date Inspector. � 4 _ Pio Sketch buildings on reverse and indicate location on proper COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 MIT -NO. --- (Rev.12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER p� Oho ZONING BUILDING PERMIT /j OWNER -/)//, TELEPHONE SQ. FT. OCC. BUILDING VALUATION OWNER ANG ADD S CONTRACTO 'S NAMEl/__• ^ c S TELEPHONE S Z 77 CO R$�MA0.1NG B�ESS r Q / CONSTRUCTION LENDER Flre IflCe LENDER'S MAILING ADDRESS Total Valuation$ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee ' $ BUILDINGADDRESS \\ \1 Energy Plan Checking Fee $ PERMIT FEE � IDT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Tra 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORKGas New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S G W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service 2�o A oa LESss 23.00 - • D - stem„- S PS ' 161 C f (� !�y \�/ �j�( (, • ✓ V " -Aj�� k r�Avr X Date 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 Main Service 200A TO 1000A 46.00 NEW CONST. DwB11NO OCCUP. so OR ADDNS. ( a ACC. BLDs. 3.5¢Fr. CONS MULTI.OIlTLET NON-RESID. @7.50 >` P.0:ER OUTLET OR FIXTURES 20 @ 1.00 Ex. OCCU SAL @ .00 FDfED APPLNS. OR -' Ex. OCCU OUTLETS FSID. EA 5.00 —Temporary Service 23.00 Mobile Home Facilities 2 .00 Misc. Wiri23.00 PERMIT FEE MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEN= S Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ KAZ D. FEES IMP FLOOD CDF PARCEL PD HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date peTB ReceiptNo. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 64-22-50 �& Helyn Gostlin 6111 -ija Cir., lot 150,PP#14, Maga conrr; Para 'se Modular Conc., Para Permit #1592-8 util.,MH) ELEC..-/S. S / �'GL� GAS SUPPORT STRUCTURE REQ COMPACTION TEST REQ. 22-50 v contra Pa ise ModAar Coin Para Permi 3-81MHI ed���y� 64-22-50 contr, Para.Mod.Conc., Para. Permit #.8-81BInewgl -k 064-220-050 - PERMIT#95-180 STOBB, John 6111 Dana Circle, Magalia Covered Deck/MH . 064-220-050 PERMIT#98-0678 STOBBS, John 6111 Dana Circle, Magalia Cabana & Deck/MH F//URS 8 g k. - � 3 ni-Fi- go r t r yl x f; Myrc y. f CC„ yob} �•� .Y3t 1�" t. - �yr �• tpi-;;`` +" " Y::' a s t ^ s - r � - x s-t-"� }�•e n�,'wF�, .t:- ;"rt? � . -$ � ,1`'. a ,�e �. t i,:'� C '}-�:� } y3+: � �,. c ��•',� , .i_3x„' die' ❑ +' ,� '`s:r t. ? ,_ � :3.t y - r .„�F- - R,��.,2° t `" 4 !�.# -'a �"` >•z s'' • i- :Zy{ Yi`,;:�_a'^�`�: '3,a 3.�G.' i,-'+_�r �F' _...�.:3 �.trS"tz..y .% ,C��. .._ �- •� is_- Lrr., v -j. •= !y.5.: Fr'y x y,_, f r `+i ?*�f. -: .! ``� ik Y.:.� r,�„., �'� �� '�,,�`• .y� �,��.:z,-r k �,. _ > _ - �! fxx�'.'� �-� :.#,. 't � � ' '� c' $ } s# ti � � � h 1-. 14 " �•• s a S�� r.� � C.. '� 'L 74�� � ? � : 5.4# � - - ? ..F r gE S _q ,F ._ani �S �A x'k7" ' h �' 'Y•!€;�5 +', X� �' � i�� 4 I T4 1'e. i 64-22-50 �& Helyn Gostlin 6111 -ija Cir., lot 150,PP#14, Maga conrr; Para 'se Modular Conc., Para Permit #1592-8 util.,MH) ELEC..-/S. S / �'GL� GAS SUPPORT STRUCTURE REQ COMPACTION TEST REQ. 22-50 v contra Pa ise ModAar Coin Para Permi 3-81MHI ed���y� 64-22-50 contr, Para.Mod.Conc., Para. Permit #.8-81BInewgl -k 064-220-050 - PERMIT#95-180 STOBB, John 6111 Dana Circle, Magalia Covered Deck/MH . 064-220-050 PERMIT#98-0678 STOBBS, John 6111 Dana Circle, Magalia Cabana & Deck/MH F//URS 8 g k. - � 3 ni-Fi- go r t r yl x f; Myrc y. f CC„ yob} �•� .Y3t 1�" t. - �yr �• tpi-;;`` +" " Y::' a s t ^ s - r � - x s-t-"� }�•e n�,'wF�, .t:- ;"rt? � . -$ � ,1`'. a ,�e �. t i,:'� C '}-�:� } y3+: � �,. c ��•',� , .i_3x„' die' ❑ +' ,� '`s:r t. ? ,_ � :3.t y - r .„�F- - R,��.,2° t `" 4 !�.# -'a �"` >•z s'' • i- :Zy{ Yi`,;:�_a'^�`�: '3,a 3.�G.' i,-'+_�r �F' _...�.:3 �.trS"tz..y .% ,C��. .._ �- •� is_- Lrr., v -j. •= !y.5.: Fr'y x y,_, f r `+i ?*�f. -: .! ``� ik Y.:.� r,�„., �'� �� '�,,�`• .y� �,��.:z,-r k �,. _ > _ - �! fxx�'.'� �-� :.#,. 't � � ' '� c' $ } s# ti � � � h 1-. 14 " �•• s a S�� r.� � C.. '� 'L 74�� � ? � : 5.4# � - - ? ..F r gE S _q ,F ._ani �S �A x'k7" ' h �' 'Y•!€;�5 +', X� �' � i�� 4 I T4 1'e. = PERMIT NO. 2.178-81B PERMIT EXPIRES—16 i g D OWNER Alan Gostlin CONTR. NAK22M Para.Mod'.Conc.', Para ASSESSOR PARCEL 64-22-50 LOCATION 6111 Dana Cif . ,Magalia r..r - d r. i. • Temp. Power Pole Called PG&E Temp. Elec. Service I Called PG&E Temp. Gas Service x CalledPG&E JOB FINALED (Date) �I� Signature J OK 0 Not OK — = Not Applicable MOBILEHOMES = Not Ready MISCELLANEOUS Date MOBILEHOME UTILITIES (Plans) OK except q's 1. Zoning Requirements—Setbacks—Easements Date DECKS, COVERS, CARPORTS, ETC. (Plans) OK except N's 1. Zoning Requirements—Setbacks—Easements 2. Soils; Special MH Support—Sketch 2. Footings; Size—Depth—Spacing—Connectors 3. Sewer; Location—Test—Fall-C/0—Concrete 3. Decks; Girders and/or Joists—Decking—Bracing—Stairs—Rails 4. Water; 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. Gas; Location—Test—Wrap:/ /"L"R./ /"Nat.or/ /"L"R./ /"LPG 6. Carports; Windows—Doors 7. Utility Clearance 7, ec. . --- -- Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date Card -BI Date MOBILEHOME INSTALLATION (Plans) OK except it's 1: Zoning Requirements—Setbacks—Easements 2. Footings; Size—Spacing—Marriage Line Card -BI Date Date Card -BI Date POOLS (Plans) OK except ft's 1. Setbacks—Easements 2. Soils; Compaction—Structure Stability 3. Gas; MH Test—Demand—Valve—Connector 3. Pool Structure; Steel—Connections—Thickness—Dead Men—Lining 4. Electricity; MH Test—Crossovers—Breakers—Clearances 4. Elec.; Receptacles and Lighting; Distances—GFI 5. Drain; MH Test-Fall—Flex Connector 5. Elec.; Pool Lighting; 15 volts—GFI 6.. Water; MH Test—Regulator—Connector 6. Elec.; Enclosures; Conduit Entries—Terminals—Listed 7. Water and Sewer Connected—C/0 to Grade—HD Approval 7. Elec.; Bonding; Metal w/5'—Circulating Equipment—Heater 8. Gas and Electricity Tagged 8. Elec.; Grounding; Equip. w/5'—Circulating Equip. -Pool Lghtg. Boxes—Enclosures—Panelboards—.Ins. to Main in Conduit 9. Exits; Insp.—Sketch 10. Cert. of Occupancy 9. Health Department Approval 10. Plumb; Cir. Test—Water Supply Test Card -BI Date Card -BI Date Card B-1 Date Card -BI Date Card B-1 Date Card -BI Date Card -BI Date' Card -BI Date 1 s t r� J = OK O = Not OK - = Not Applicable RESIDENTIAIL 4Si'ngle and Duplex) * = Not Ready Date UNDERFLOOR Plans OK except #'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. Ftg., Porches & Decks; Soils -Steel- / /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped-Slab 51. 52. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers Siding -Nailing -Veneer 6. Stemwalls, Garage; Steel-Blockouts-Wrapped-Slab 53. Stucco Mesh -Drip Screed-Fdn. Vents-Underflr. Access 7. Piers -Fireplace Ftg.-Steel 8. D.W.V.: Fall -Fittings -Test -2 way C/0 -Sewer Test 9. Gas Pipe; Size -Anchors 54. 55. Glazing Area -Glass Protection -Skylights -Plastic Shear Walls; Nailing -Bolts 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 56. Ext. Steps -Door & Sidelight Protection -Landings Card -BI Date Date Card -BI Date PLUMBING (Permit) OK except q's 57. Smoke Detector 14. Water Ht.; Vent -Access -Combustion Air 58. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 15. Water Pipe; Test & Anchors -Nail Protection 16. D.W.V.; Test-Fttngs & Anchors -Nail Protection 59. Bedroom Exiting 17. Shower Pan; Test, First Floor -Tub Access 60. G.F.I. & Bath Fixtures & Tub Access 18. Test Tub & Shower, 2nd Floor -Tub Access 61. Elec. Trim & Subpanel; Breaker Sizes -Labels _ 19. Gas Pipe; Size & Anchors 62. 63. Stairs & Rails Fireplace or Stove; Clearances -Hearth 64. Elec. Outlets at Wood Panel; Int. & Ext. Card -BI Date Card -BI Date 65. Kit. Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance Card -BI Date Date Card -BI Date ELECTRICAL Permit OK except q's 66. Elec. Outlets & Receptacles at Kit. Counter 67. Garage Fire Door; Swing -Landing -Closer 68. A.C. Duct in Garage -Damper 20. Fixture & Transformer Clearance -Ins. Protection 69. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection 21. Elec. Receptacles Spacing -Lights &Switches at Doors 70. Plb., Elec. & Mech. Equip. Listed for Location 22. Size Boxes & No. of Conductors -Stapled 71. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 23. Romex Installed Close to Edge of Studs & C.J. 24. Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water 72. Insulation -Foam -Looked in Attic ED Yes 25. 2 Appliance Circuits in Kitchen & Conductor Size 73. Guard Rails & Deck Construction -Post Caps _ 26. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or AI 74. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 27. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al, Insulated Neutral ❑Yes ❑No 75. Following instld.: Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑Yes ❑No 28. Service -Riser Conductors & Ground -Main Disconnect 76. Stucco; Brown -Finish 29. Equip. Clearances; Panels-Motors-Mech. Equip. 77, A.C. Unit; Disconnect-Clrnces-Brkr. & Cond. Size -115V Outlet 30. Clothes Closet Light -Shower Light 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 Card B -I Date Card BI Date 81. Ventilation throughout House Card B-1 Date Card -BI Date 82. Glass Protection Date MECHANICAL (Permit) OK except p's 83. Corrections from Previous Inspections 84. Gas Test -Meters Tagged; Gas -Electric 31. A.C. Ducts; Insulation & Support 85. Water & Sewer Connected -C/O to Grade -HD Approval _ 32. 33. Vent Fan; Exhaust above Insulation Condensate Drain & Overflow; Size & Grade 86, Energy Compliance Certificate -Other Certificates 34. Furnace -Vent; Access -Comb. Air -Return Air Vent -115V outlet 35. Attic Access & Platform if Furnace in Attic --- Card -BI Date Card -BI Date Card -BI - Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Comments at Final: Date FRAMING(Plans) OK except q's 36. Sills; Proper Material & Anchors 37. Walls; Studs -Nailing, Spacing & Bracing -Plates -Sound _ 38. Bearing Walls over Girders & Floor Nailing 39. Draft Stop in Walls (rat proof) 40. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 41. Header & Beam -Size & Bearing 42. 43. 44. 45. _ Hangers -Post Caps -Anchors -Connectors Cing. Joist-Rft_r. Ties-Purlin-Roof Brac.-Truss-Shthng.-Ring. Fireplace Ties or Type A Flue -Fireplace Throat Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles _ 46. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 47. Garage Fire Protection Framing (NOTE: An entry must be made each time youvisit jobsite) COUNTY. OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 1, 7 County Center Drive - Oroville, Cq ornia.95965 - Telephone 916/534-45 . i� ' APPLICATION. AND PERMIT Zg // ASSESSOR AR(eEL NUMBER ZO NG , BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADORE SS C NTRAC OR' S NAM ELEPHONE. • N RAC OR'S M LING ADDRESS - �� �- 3 Fireplace CONSTRUCTION LEN UNKNOWN Total Valuation $ - Filing Fee - $ 10.00 LENDER'S MAILING ADDR sS " - Permit Fee $ r ARCHITECT OR ENGINEE LICENSE NO. Plan Checking Fee $ Penalty $ ARCHITECT OR ENGINEE 'S MAILING ADDRESS Permit fee $ BUILD IN ADDRE " PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Repair drainage or vent piping 5.00 Water piping LOT NO. SUBDIVISION NAMEMARCEL MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets TRUCTURE�J�'1'C USEPother SF ❑ Duplex❑ Mob ilehome SPECIFY Building sewer Lawn sprinkler system 5.00 - TYPE OF WORK • New Addition❑ '.Remodel[] Utilities❑ Installation❑ Other F1 Describe work: (�) BJP Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 6001 OR LESS 100 AMP OR LESS - 5.00 ' Main service EA. ADD•L 100 AMP 2.50, NEW CONST. /DWELLING OCCUP.51) OR ADDNS. \ ACC. BLDGS. 20sgft CONTRACTORS LICENSE LAW I declare der penalty of perjury (check one): I am licensed under provisions•of Chapt. 9, Div. 3 of the Business and Profess* gale nd my license is in ful force n effect. %/ License Noa Classification ❑ I, as the owner, or my employees with wages as their sole com pen- sation, will do the work,and the structure is not intendedlor 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 rN.N.RESID R BRANCH CIRCUITS 2.50 ea NEW CONSTR. /POWER APPARATUS D NON.RESID. (SINGLE OUTLET CIR. soe25¢ Ex. Occup OUTLETS OR FIXTURES IBAL@100 Ex. Occup.(ou TL. TS IXED P(RESID )REA, 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 ' Misc. Wiring 7.50 Permit Fee $ Contractor MECHANICAL PERMIT Filing Fee 10.00 WORKMEN'S COMPENSATION INSURANCE , I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. �I nave placed on file with the County of Butte Building Department 6� a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I ❑ 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. Heating Cooling Hood 3.00 Ventilation Permit Fee S Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, jud ments, costs, and expenses which may in any way accrue ag t said Count in consequ A a of the granting of this permit. X _ e (p I �) I , Ir�,i/D3t tL ignatur of Applicant - Owner ❑ Contractor Agent ❑ , An permit is required for excavations over 5'0" deep and demolition or construct- of structures over 3 stories in height. Mobile Home Installation Fee $ TOTAL PERMIT FEE $ () .ov occu . GROUP " I TYPE OF CONST. —A/,i PARCEL PD HD IssuE r✓ This permit is hereby issued under sions of the Butte County Code and/or work indicated above for .which DIRECTO F PUBLIC By .PE EXPIRES Date the applicable to do resolutions to do fees have been paid. WORKS ` '� Date � �! LRec.eiptNo. 6 / ` TE-D.P.W., YELLOW-As8E9SOR, PINK -INSPECTOR, GOLDENROD -APPLICANT i -� f�ERMIT NO. 1592-81P,E PERMIT EXPIRES OWNER Alan & Helyn'Gostlin CONTR. Paradise Modular Conc.,Para. ASSESSOR PARCEL 64-22-50 LOCATION 611 Dana Cir., lot 150,PP#14, Magalia Temp. Power Pole Called PG&E Temp.. Elec. Service Called PG&E Temp. Gas Service Called G&E j JOB F NALEDDa A2- 7/( te) fi Signature �'✓` i` ;,r I/ — OK.., 0 Not OK Not Applicable MOBILEHOMES = Not Ready .. MISCELLANEQUS Date MOBIL HOME UTILITIES (Plans) OK except q's Date DECKS, COVERS, CARPORTS, ETC. (Plans) OK except N's Zo ing Requirements—Setbacks—Easements ; oils; Special MH Support—Sketch 1. Zoning Requirements—Setbacks—Easements 2. Footings; Size—Depth—Spacing—Connectors Ael,SPwer; Loc n—Test—Fall-C/0—Concrete _ 3. Decks; Girders and/or Joists—Decking—Bracing-Stairs—Rails . Vat , ocation—Test—Easement Needed (Sketc 4. Wood, Awn.; Posts-Beams—Rftrs.—Connec.—Shthg.—Rfg.—Bracing SS+ 5. lectricity; Loc tion—Cle rances—Grnd.—/ ' Amp—Concrete } 5. Alum. Awn.; Columns—Connections—Splice—Decal—Enclosures Ga oc rrTest:: ;( + -./ /"Nat.or/:?&"L" ft./ 'LPG. 6. Carports; Windows—Doors ti!ity Clearance 7. Elec. t � �Card-BI Card -81 DateS '— Date 1f , Card -BI Date Card -BI Date Card -BI qP DateCard-BI Date Card -BI Date Card -BI Date Date OB HOME INSTALLATION (Plans) OK except q's Date POOLS (Plans) OK except N's Zoning Requirements—Setbac nts 1. Setbacks—Easements 2'. Footings; Size—Spacing— arri Li ' (,L 3 2. Soils; Compaction—Structure Stability as; MH Test—Deman — onnector 3. Pool Structure; Steel—Connections—Thickness—Dead Men—Lining E ,ctricity; MH Test— ros vers Break es 4. Elec.; Receptacles and Lighting; Distances—GFI �( Drain; MH Test—Fall—Flex Connector meter; MH Test—Regulator—Connector 5. EIec.; Pool Lighting; 15 volts—GFI 6. Elec.; Enclosures; Conduit Entries—Terminals—Listed f I.later and Sewer Ccnnected—C/O to Grade—HD Approval 7, Elec.; Bonding; Metal w/5'—Circulating Equipment—Heater s and Electricity Tagged 8. Elec.; Grounding; Equip. w/5'—Circulating Equip.—Pool Lghtg. Boxes—Enc losures— Pane Iboards— Ins. to Main in Conduit xits; Insp.—Sketch (10 Cert. of Occupancy 9. Health Department Approval Card -BI 10. Plumb; Cir. Test—Water Supply Test Date Card -BI Date Card B-1 Vill Card -BI Date Card B -I (" .Date Y-1 6&d -BI Date Card -BI Date Card -BI Date 6A/ v V = OK 0 = Not OK Not Applicable RESIDENTIAL jSi�.gle and Duplex) = Not Ready Date ' UNDERFLOOR Plans OK exce t#'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. Ftg., Porches & Decks; Soils -Steel- / /" Ftg. Depth 51. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 5. Stemwalls, Main; Steel-Blockouts-Wrapped-Slab 52. Siding -Nailing -Veneer 6. Stemwalls, Garage; Steel-Blockouts-Wrapped-Slab 53. Stucco Mesh -Drip Screed-Fdn. Vents-Underflr. Access 7. Piers -Fireplace Ftg.-Steel 54. Glazing Area -Glass Protection -Skylights -Plastic 8. D.W.V.: Fall -Fittings -Test -2 way C/O -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 Date Card -BI Date FINAL (Plans) OK except N's 56. Ext. Steps -Door & Sidelight Protection -Landings Card -BI Date Date Card -BI Date PLUMBING (Permit) OK except q's 14. Water Ht.; Vent -Access -Combustion Air 57. Smoke Detector 58. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 15. Water Pipe; Test & Anchors -Nail Protection 16. D.W.V.; Test-Fttngs & Anchors -Nail Protection 59. 60. Bedroom Exiting G.F.I. & Bath Fixtures & Tub Access 17. Shower Pan; Test, First Floor -Tub Access 18. Test Tub & Shower, 2nd Floor -Tub Access 61. Elec. Trim & Subpanel; Breaker Sizes -Labels 19. Gas Pipe; Size & Anchors 62. Stairs & Rails 63. Fireplace or Stove; Clearances -Hearth Card -BI Date Card -BI Date 64. Elec. Outlets at Wood Panel; Int. & Ext. 65. Kit. Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance Card -BI Date Card -BI Date 66. Elec. Outlets & Receptacles at Kit. Counter Date ELECTRICAL Permit OK except N's 67. Garage Fire Door; Swing -Landing -Closer 68. A.C. Duct in Garage -Damper 20. Fixture & Transformer Clearance -Ins. Protection 69. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection 21. Elec. Receptacles Spacing -Lights &Switches at Doors 70. Plb., Elec. & Mech. Equip. Listed for Location 22. Size Boxes & No. of Conductors -Stapled 71. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 23. Romex Installed Close to Edge of Studs & C.J. 24. Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water 72. Insulation -Foam -Looked in Attic ❑Yes 73. Guard Rails & Deck Construction -Post Caps 25. 2 Appliance Circuits in Kitchen & Conductor Size 74. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 26. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 27. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al, Insulated Neutral ❑Yes ❑No 75. Following instld.: Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters El Yes 0 N 28. Service -Riser Conductors & Ground -Main Disconnect 76. Stucco; Brown -Finish 29. Equip. Clearances; Panels-Motors-Mech. Equip. 77, A.C. Unit; Disconnect-Clrnces-Brkr. & Cond. Size -115V Outlet 30. Clothes Closet Light -Shower Light 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 Card B -I Card B -I Date Card -BI Date Date Card -BI Date 81. 82. Ventilation throughout House Glass Protection Date MECHANICAL (Perrr.it) OK except q's 83. _ Corrections from Previous Inspections 84. Gas Test -Meters Tagged; Gas -Electric 31. A.C. Ducts; Insulation & Support 85. Water & Sewer Connected -C/O to Grade -HD Approval ` 32. Vent Fan; Exhaust above Insulation 86. Energy Compliance Certificate -Other Certificates _ 33. Condensate Drain & Overflow; Size & Grade 34. Furnace -Vent; Access -Comb. Air -Return Air Vent -115V outlet 35. Attic Access & Platform if Furnace in Attic Card -BI Date Card -BI Date ___- Card -BI _ Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Comments at Final: Date FRAMING(Plans) OK except q's 36. Sills; Proper Material & Anchors 37. Walls; Studs -Nailing, Spacing & Bracing -Plates -Sound _ 38. Bearing Walls over Girders & Floor Nailing 39. Draft Stop in Walls (rat proof) _40. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 41. Header & Beam -Size & Bearing 42. 43. 44. Hangers -Post Caps -Anchors -Connectors Cing. Joist-Rftr. Ties -Purl in -Roof Brac.-Truss-Shthng.-Ring. Fireplace Ties or Type A Flue -Fireplace Throat _ 45. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 46. Windows or Exiting Doors -Sill Hgt. & Dimensions _ 47. _Bdrm. Garage Fire Protection Framing (NOTE:Anentrymust be made each time you visit jobsite) s COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE OROVILLE, CALIF. - 534-4541 CERTIFICATE OF OCCUPANCY This mobilehome has been installed in accordance with the requirements �of the Cali rnia A inistrative Code, Title 25, Chapter 51 under permit number-/ -for the following 1cation: Owner ''1 - �.� Owner's Address Mobilehome Mfg. (w.q " t," 'A)., - Model Year. Insignia No. C� `� U C1 Serial No. It is hereby certified for occupancy at the above described location and may be occupied. �l Date 1Ilj Director of Pulili'c Works � � 1. By THIS CERTIFICATE IS VOID WHEN MOBILEHOME IS RELOCATED White - Owner, Yellow - Installer, Pink - D.P.W. COUNTY OF BUl it DEPARTMENT OF PUBLIC WORKS 695 Oleander Avenue, Chico — Phone 343-4211, Ext. 70 7 County Center Drive, Oroville — Phone 534;454'.1 �. ,Skyway and Elliott Road, Paradise — Phone 877-3435 f•s I°fir 4 1'" i Y•� j -\.:i ,t.'-�H, :�i f I I:.. BUILDING OR PROPERTY ADDRESS A routine inspection indicates that the following violations of County Ordinand'e exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. Inspector Date COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 '7 County Center Drive, Oroville — Phone: 534-4541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 'CORR-ECTION. NOTICE BUILDING OR PROPERTY ADDRESS 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. c \h Inspector Dated S '"! • COUNTY"6f BUTTE - DEPARTMENT OF PUBLIC WORKS tPERMIT NO./� T County Center•flrive,- Croville, California 95965 -Telephone 916/534- 41 APPLICATION AND;PERMIT C� AS PARCEL -NUMBER (/f/- v Z ING j BUILDING PERMIT OW TELEPHONE SO. FT. OCC -1 BUILDING VALUATION OWNER'S MAILING ADDRESS C NTR TORTS ME TELEPHONE - RACTOR' M (LING ADDRESS - TOMZ') 3 FirepMZlace CONSTRUCTION END R J UNKNOWN Total Valuation .$ Filing Fee $ 10.00 LENDER'S MAILING DDRESS - Permit Fee $ ARCHITECT OR EN NEER r LICENSE NO. Plan Checking Fee $ Penalty $ ARCHITECT OR EN INEER'S MAILING ADDRESS ' Permit fee . $ B'a B LDING AD EZSS , - - e i PLUMBING PERMIT Fi ling Fee 10.00 I Each Trap ,; - 2.00 Repair drainage or vent piping 5.00 Water piping LOT NO. SUBDIVISION NAME_ J PARCEL MAP Each qas water heater or vent 5.00 v -- Gas piping system 1 - 5 outlets USE OF S CTURE SF ❑ Duplex F1 Mobilehome Other • SPECIFY Building sewer p --- Lawn sprinkler system 5.00 TYPE OF WORKPermit New F-1Addition ❑ Remodel ❑ • Utilities Installation❑ : Other ❑ Describe work: ` Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100 AMP OR011 01 LESS5.00 ._ - Main service EA. ADD'L 100 AMP 2.50 S"p NEW CONST. (DWELLING OCCUP.& OR ACDNS. ACC, BLDGS. 20 sq it CONTRACTORS LICENSE LAW I declare er penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Profes Cde a d my license is in f force-an/i effect. License NOM -40-90! � Classification (p ❑ 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 CO DPL BRANCH "OUTCIRCULET 2.50 ea NEW CONSTR. /POWER APPARATUS 6I NON-RESID. SINGLE OUTLET, CIR. soL250 EX. OCCUp OUTLETS OR FIXTURES gpL�i @1 00 Ex. OCcup.�OUT E TS IXED P(RESID.)REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00/j , Z, -0 Misc. Wiring 7.50 Permit Fee $ 2 ,� Contractor MECHANICAL PERMIT Filing Fee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ T 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. 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 all liabilities, 'udgments, costs, and expenses which may in any way accrue a inst said o ty in cons uence of the granting of this permit. D SS Sign toe of Applicant — Owner ❑ Contractor Agent An 5 A permit is required for excavations over 5'0:' deep and demolition or construct- ion f ructures over 3 stories in height. Mobile Home Installation Fee $ - TOTAL PERMIT FEE $ "D occUP. GROUP I TYPE OF CONST. PARC L PD HD 59UE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTOR OF PU °a BY PERMIT EXPIRES Date���r the applicable provi= resolutions to do fees have been paid. IC WORKS yDate Receipt No. s— C) WMITErD.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT 'COUNTY.OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 Countv, Center.Drive - Oro4ille, California 95965 - Telephone 916/534 541/6l&_ R • •�' APPLICATION hND�PERMIT �/ AS�E SSOR PARCEL NUMBER - J I G / BUILDING PERMIT O • d TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS Ir V)9 PNTRACTOR'S NAME TELEPHONE - NTRACTOR'S (LING AD RESS - •3 al_� Fireplace CONSTRUCTION LENQFER UNKNOWN I Total Valuation is Filing Fee $ 10.00 LENDER'S MAIL( ADDRESS ' Permit Fee $ ARCHITECT OR NGINEER LICENSE NO. an Checking Fee Penalty $ ARCHITECT O ENGINEER'S MAILING ADDRESS Permit fee $ 1170 oa BUILDING ADORES PLUMBING PERMIT Filing Fee 10.00 • Each Trap 2.00 Repair drainage or vent piping 5.00 Water piping' - LOT NO. / 5 SUBDIVISION NAME PARCEL MAP / Each qas water heater or vent. 5.00 Gas piping system 1 - 5 outlets USEOCTURE. SF ❑ Duplex[]Mobilehome Other SPECIFY Building sewer Lawn sprinkler system 5.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Instal lation Other ❑ Describe work: a,)C�Q Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 001 R LES Maim service 100 AMP ORS SLESS 5.00 ��• L Main service EA. ADD•L 100 AMP 2.50 NEW CONST. \ DWELLING OCCUP.y\ OR ADDNS. ACC. SLOGS. 22 sq ft CO TRACTORS LICENSE LAW I declare 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 ful force a effect. License No��R')i� Classification / El 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 CONSTR -OU LET 2,50 ea NON-RESID BRA CH CIRC TS NEW CONSTR (POWER APPARATUS &I NON-RESID, (SINGLE OUTLET CIR. EX. OCCUp OUTLETS OR FIXTURES 21 BAL FIXED APPLNS, OR EX. Occup.(OUTLETS (RESID.) EA.) 2.0(] Temporary service I 10.0 Mobile Home Facilities 1 V00 Misc. Wiring 7.50 Permit Fee $ Contractor MECHANICAL PERMIT Filing Fee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): E] Tj)e 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 shal I be deemed revoked. Heating, Cooling Hood 3.0 Ventilation Permit Fee S 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. all liabilities, Jud ments, costs, and expenses which may in any way accrue ag • st said C_9untA in conseq nce of the granting of this perm't. X Date 1 Signat o Applicant — Owner ❑ Contracror�Agent ❑ 0SH ermit is required for excavations over 5'0" deep and demolition or construct- ion o s ru—u over 3 stories in height. Mobile Home Installation Fee $ d D TOTAL PERMIT FEE $ S-6O� OCCOP. GROUP I TYPE OF CONST. PARCEL PD I Ha I S E This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRER OF PUBLIC By PE T EXPIRES Date the applicable provi- 'reso I ut ions to do fees have been paid. WORKS /r Date Receipt No. •5 Q�� WHITE-D.P.W.• YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT tl ESIDENTIAL 064-220-050 PERMIT#95-1803,; STOBB, John 6111 Dana Circle, Magalia Covered Deck/MH t JOB FINALED (Date ( _ Signature J=OK O =Not OK = Not Readyable MOBILE HOMES' Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / /" L" (t. / %"Nat. or/ /"L"ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance i Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 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. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DE , COVERS, CARPORTS, GARAGES, (Plans)OK except #'s 1. ing Requirements -Setbacks -Easements �2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carpor , � indows-Doors 7. frit Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date I L, rd B-1Ir?A Date Card B-1 Date I Card B-1 I Date Card B-1 Date POOLS (Plans) OK except #'s 1..Setbacks- Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK O = Not OK = Not Applicable Not Ready RESIDENTIAL (! = Date UNDERFLOOR (Plans) OK except N's 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit),OK except a's 16. Water Htr.: Vent -Access -Combustion Air -Baffle -------------------------- -------------------------------- 17. Water Pipe: Test & Anchor -Nail Protection ------------- ------------------ ---------- 18. D.W.V : Test -Fittings & Anchor -Nail Protection -------------------- ---------=---------- 19. Shower Pan: Test, First Floor -Tub Access -------------------- ---------------------------------- 20. Test Tub & Shower, Second Floor -Tub Access 21. Gas Pipe: Size & Anchors -- Date - -- -Card B_1 ---- - Date - Card B-1 - ----------------------------- Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except ft's 22. Fixture & Transformer Clearance -Ins. Protection --------------------------------------------------------------------------- ---- _____23._ Elec_Receptacles Spacing -Lights & Switches at Doors - - ----------------------------- 24. Size Boxes & No. of Conductors -Stapled ---------- - - --------------------------------- 25. Romex Installed Close to Edge of Studs & C.J. ------------- - - ------------------------------------------------- 26. Equip Ground made up w/Meth. Fastners-Bond Gas & Water ------------ - - ------------------------------------------ 27. 2 Appliance Circuts in Kitchen & Conductor Size!GFI --------------------------------------------- --------------------------- 28. Subfeed Wire Size ga. Cu or AI-A.C. Wire Size / ga. Cu or At ------------------ ----------------------------------------------- ---------------- 29. Range Circ. ! / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No -------------------- ------------ ------------ - ----- - 30. Service -Riser Conductors & Ground -Main Disconnect ---------------------------------------------- 31 -.-Eq ui pClearances -Panels- Motors-Mech. Equip. 32. Clothes Closet Light -Shower Light -Spa Light -------------- --------------------------- -------------------- --- - -------------- 33. Smoke Detector -------------------------------------------------------------------------------- Date Card B-1 Date Card B-1 -------------------------------------------------------------------------------- Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except a's j 34. A.C. Ducts Insulation & Support - 35. Vent Fan: Exhaust above insulation ------------------------------------------------------------------------------- 36. ----------------------------------- 36. Condensate Drain & Overflow: Size & Grade --------------------------------------------------- --- 37. Furnance-Vent: Access -Comb. Air -Return Air Vent -115 outlet ----------------------------- ----------------------------------------------- 383 Altic -Access-&- Platform if Furnance in Attic --------------•------------------------------------------------------------------ Date Card -B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except ft's 39. Sils. Proper Material & Anchors - - --------------------------------------------------------------- 40. Walls Studs -Nailing. Spacing & Bracing -Plates -Sound 41. Bearing Walls over Girders & Floor Nailing - - --- - - --------------------------------------------------------- 42. Draft Stop in Walls (rat proof) ---- ------ - - ---------------------------------------------- ----------------------- 43. Fire Stops: Furred Ceilings -Stairs -Chases -Tub ------------------------------ --------------------------------------------- 44. Headers & Beam -Size & Bearing d .1. tingle & Duplex) Date FRAMING (Continued) ---- 4_5HangersPost Caps -Anchors -Connectors 46. Cing. Joist-Rftr. ties- Purlin-roof Brac-Truss-Shthng.-Rfng. -- 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 48. Attic Access: Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 50. Garage Fire Protection Framing 51. Property Line Firewall & Openings ------ ---- 52. Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits r 53. Stairs: Width -Headroom -Rise -Run -Landing -Fire Protection jJ) 54w plywood on Roof Overhang -Attic Vents -Rafter Outriggers --------------- --- 55. Siding -Nailing Veneer i 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access _ 57. Glazing Area -Glass Protection -Skylights -Plastic 58. Shear Walls: Nailing -Bolts ------------- 59. Insulation -Walls -Ceilings I 60. Infiltration -Walls -Windows J1 ------------------------------------ - - --D-ate --------------Card-----B-1 Date Card B-1---------- -- Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except p's 61. Ext. Steps -Door & Sidelight Protection -Landings 62.. -Smoke Detector ------------------------------- - 63. Furnace: Vents -Clearance -Comb. Air -Connector - In Garage: Above Floor -Ducts -Meth. Protection 64. Bedroom Exiting 65. G.F.I & Bath Fixtures & Tub Access -Spa -------------------------------- 66. Elec_ Trim & Subpanel_Breaker Sizes & Labels 67. Stairs & Rails 68. Fireplace or Stove: Clearances -Hearth 69. Elec. Outlets at Wood Panel: Int. & Ext. - .---------------------- -- ------------ 70. Kit Fixt_& Appliance: Grnd_Air Gap -Cooking Clearance 71. Elec. Outlets & Receptacles at Kit. Counter -- - ----- --- - - - ------------------ ------ 72. Garage Fire Door: Swing -Landing -Closer --------------------------------------- - 73. A.C. Duct in -Garage -Damper 74. Wtr. Htr.: Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage: Above Floor -Meth. Protection -------------- ------------- 75 ------------75. Plb__Elec -&-Mech. Equip. Listed for Location 76. Elec. Receptacles in Garage: (G.F.I.)-Romex Protection -------------- 7;. Insulation -Foam -Looked in--- Attic ❑ Yes ---------------------------- - 78. -Guard -Rails & Deck -Co nst ruction- Post Caps 79. Fdn Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes ---------------------------------------------------- 80. Following instld.: Drive ❑ Yes ❑ No: Walks ❑ Yes ❑ No: Planters ❑ Yes ❑ No --------------------- ----- 81. Stucco: Brown -Finish 82. A.C. Unit: Disconnect. Electrical, Plumbing ---------------------------------------- -- 83. Vents Above Roof: Plbg.-Appliance-Fireplace.-Clearance to Openings - - - - - -- -- -- ------------------------- ------ ---- 84. Water Well: Disconnect, Electrical, Plumbing ------------------------------ -- 85. Exterior Elec. Trim: G.F.I. Receptacle-Uncler9 round --------------- 86. Ventilation Throughout House --------------------------------- 87. ----------------------------87. Glass Protection ------ 88. ---88. Corrections from Previous Inspections - -------------------------------------------- 89. Gas Test -Meters Tagged: Gas -Electric --------------------------------- ------ ----------- 90. Water & Sewer Connected -C/O to Grade -HD Approval 91. Energy Compliance Certificate -Other Certificates ------ - ---------------------- Date Card B-1 -Date Card B-1 ------ ------------------------ Date Card B-1 Comments at Final: Date Date Date Card B-1 Card B-1 Card B-1 --COUNTY OF BUTTE- DEPARTMENI'OF.DEVELOPMENT SERVICES -BUILDING DIVISION, 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541PERMIT NC APPLICATION AND PERMIT 25--_z ASSESSOR PARCEL NUMBER 064-220-050 mwNG RT1 BUILDING PERMIT °MND JOHN STOBB owNtR'S MAiuNo ADDRESS 6111 DAN CIRCLE MAGALIA CONrPACTOR'S7 NAME COMRACTOR8 MAJUNG ADDRESS - CONSTRUG?ION LENDER LENDER'S MAILING ADORERS ARCHITECT OR ENGINEER ARCHITECT OR ENGINEER'S MAILING ADDRESS BUI DINGADORM 6111 DANA CIRCLE MAGALIA, 95954 LDTNO. SUSON6ION'SNAME USEOFSTRUCTURE SF ❑ Duplex Cl Mobilehome EK Other TE EI -W E UN*dOWN LICENSE NO. PARCEL MAP TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 10 X20 COV DECK LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. 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 I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are. Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that. in the performance of the work for which this permit is issued. I shall not employ any- person - in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700' of the Labor Code. I shall forthwith comply with those provisions. 7 �J X _ Date ign ure of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60' deep and demolition or construction of structures over 3 stories in height.. RRceiot No- 1 $01 4; So. FT. I OCC. I _ BUILDING VALUATION 200 Ci 20 (N1.00 BALQ ._-0 EX. OCCU FIXED APPLNS. OR P• ( OUTLETS (RESID.) EA ) - Temporary Service _ I Mobile Home Facilities 2000 Misc. Wiring 9n nn Fireplace Total Valuation $ - Filing Fee $ 20.00 Permit Fee $ Plan Checking Fee $35.10 Energy Plan Checking Fee $ Penalty $ PERMITFEE S - 1Ui PLUMBING PERMIT Filing Fee 20.00 Each Trap Solar or heat pump water heater 7.00 23.00 Water piping 15.00 Each gas water heater or vent 15.00 Gas piping'system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I GI W I @20.00 I rwimi I rtt I S Contractor 20.00 Main Service ( ;a o; LFss ) 1 1 23.00 Main Service ( 200A TO IOOOA ) 1 46.00 OR ADONS. % 8 AGG. tAUN. / I J.7e FT NEW CONST. LNULTI.OUTLET NON-RESIO. ( BRANCH CIRCUITS ) 97.50 EX. Occup. ( OUTLET OR FIXTURES ) 20 (N1.00 BALQ ._-0 EX. OCCU FIXED APPLNS. OR P• ( OUTLETS (RESID.) EA ) 5.00 Temporary Service 23.00 Mobile Home Facilities 2000 Misc. Wiring 9n nn PERMITFEE S Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation ' PERMITFEE i Contractor Mobile Home Installation Fee S Energy Inspection Fee Is °" CONST. TYPE TOTAL FEE $ 109.10 NAZ. D. FEES IMP- 8_ I COF PARCEL 'I X6Su This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. BY gate O /� q. PERMITEXPIRESON COUNTYOF BUTTE - DEPARTMENTOF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA95965 - TELEPHON (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER J(iY�Y/ .iA.P. No. (ix0`f Proposed Building Use O,L,�W D nY 4�+1F Building InspectorCl/G� Date 7 At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted . ....................................... . 2. Plot plans, 3/4 sets, signed by preparer of plans . ......................... . 3. Complete plans, 3/4 sets, signed by preparer of plans. ..................... . 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ............................................ 6. Energy Design Compliance and supporting documentation . ................. . 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). ... . 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of $ .......................................... 11. Impact fees as shown on attached schedule . .............................. 12. California Department of Forestry plan approval/fees. ....................... . 13. Flood elevation letter (100 year flo ) by California Engineer. .. ........... . a/�,T4- Sanitation and plot plan approval Health Department . ............ 15. City of Chico plumbing permit. ........................................ . 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: 18. Contact Land Development about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy). ..ioA . Pre -Inspection reque� 20. Pre -inspection for required. .. to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner , Mail to owner _). ........... 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. ..... 27. Letter of intent on building use . ......................................... 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . ..................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ...................................... VarphlTk lis ... ........ %. ................... When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone and hold for pickup at office. Deliver with inspector. Other Parcel Creation T 7 Acreage Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Plans checked by Date Plans approved by G t -83oJs Date 8 -2I -!S 3 Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works TO: Building Department . FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location Plan Approved for: Sewage Disposal Water Supply: Public Clearance for `—bedroom mobile home. Other Hold final for: Final clearance O.K. for: NOTE: i a� -L zNn,� Environment 1 He lth S ecimlist 8/92 F.H. l.lsl: ONLY 1'1ot Ilan Auachcd S Floor Phn Auaclwd Q sent to ll. U. 3 (_ 4 5 / �l / as o 05 AP// Private Well D to Attention Property -Owner'. _ An "owner -builder" building permit has been applied foe in your name and bearing your signature. ormation at your earliest opportunity to avoid Please complete and return this inf unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement: YES(Xl NO[ I 2. I HAVE[xj HAVE NOT[ ] signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: . ADDRESS: CTTy: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: Com' PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORD SIGNED: PROPERTY OWNER:17 �) SOCIAL SECURITY NUMBER: DATE: / NOTE: This owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. Dear Property Owner. - - An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection. you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself~ you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: 0 If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and' other costs) is 5300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. 0 If you are an employer. you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. 0 There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. 0 For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees. without a licensed contractor or subcontractor, only under limited.conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "ownerbuilder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Buiiding permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street. Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Sincerreely, Michael C. Vieira, C.B.O. Manager. Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. C9_Ia N p NOTE --All ,Materials & Workmansb'iShall Be bill DANA CIRCLE Practices OfUtqIT 14 LOT 150 Accordance W" W." Wq'qr�bedjp.r,, jbg,,Sp f a qualify,.p .s ecified use in fk.P. 64-22-50 ahi'al Codes and VnItorm Och c Building, Plurn inj" & Paradise ',J +' nal. Electrical Code. Kai Modular (:Voncepts hTaff-T GOSTLIN 73 PARADISE MODULAR CONCEPTS, INC. 0 6633 SKYWAY 0 PARADISE, CALIFORNIA 95969 MOBILE 0BIL'E HOMES SALES • LIC. 288714 •0 PHONF (9161 877 — 8541 , Utility connections shall be withal A ft of the m-[A-homp either �directly_ behind oir withi i the real half of the roadside (lef) of the mobilehome. required for06 e re t . A permit will I mobilebOrpe Instc.11lation of the 51 the K,'setbkk 0f 5 ft from lines and a,setback property of 50ft.'from the road Centerline shall be clear of s rurt'v res or equipment except . t fora,.2 eave overhang. cf � 4P I q): •. GvsYortiZ : CJS U(Y\ mons MUST'be 'f pions and speol4ico 1+0 IWs se{ 0 *1s IWIFIWfu ken+ on the iob at c'll)n 'ame Wlif"lout terri4;ons MCI clnv changes or al artment 01 Public written permission Irom the Dep j,Bult e BUTTE COUNTY ,BUILDING DEPARTMENT' ­ A P P R OV E D'V'; h. QL1 I q): •. GvsYortiZ : CJS U(Y\ mons MUST'be 'f pions and speol4ico 1+0 IWs se{ 0 *1s IWIFIWfu ken+ on the iob at c'll)n 'ame Wlif"lout terri4;ons MCI clnv changes or al artment 01 Public written permission Irom the Dep j,Bult e BUTTE COUNTY ,BUILDING DEPARTMENT' ­ A P P R OV E D'V'; BUTTE'COUNTY DEPARTMENT'OF PUBLIC WORKS 7 County Center Drive, Oroville, CA. • PHONE :• - 53"4-4541 MOBILEHOME•INSTALLATION SHEET 1. Owner's name: —AOL IVJUUULMRR Uu14UL1 1o, 111VI 2. Instal:ler's name: ` 6633 SKYWAf PARADISE, GA. S;iD�f - 3. Is the site currently 409-..¢aj%iV?'-8541 Yep / / No (If yes, furnish permit number �/ ) OR " Is the site an existing site?, Yes /f// No / ./ (If yes, "furnish two (2) plot plans.) 4. Will the mobilehome be located at least 5 ftaway om septic tank and leach fields and clear of all setbacks and easements? Yes / / No (If -no, clarify ) 5. What is the mobilehome electrical rating. -- la Amps 6. What is the mobilehome site service rating? ------------------- 00 Amps 7.. What is"the mobilehome site circuit breaker rating?r --------- / a c7 Amps 8.. Is there.an'y other electric load to be served by the mobilehome site service? ----------- ------=-------------------------- Yes No. (If yes, identify the load and size: (Load) (Amps) 9. What is the mobilehome site gas pipe size? --------- •N- - 10. What is'the type..of gas.service?------- - - --- --- Natural / / LPG �� 11. What is the gas pipe length from meter or tank to the mobilehome? (ft.) 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.) d MOBILEHOME SUPPORT DATA 1 If other than single wide, // / Mobilehome Mfr. furnish Setup .Model No.. /a / l0 Year WidthBox Length(ft.) Tagalong.or Expando Size ft. x ft. (SHOW SUPPORT DETAILS BELOW) 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). All center supports measured from front of mobilehome unless otherwise specified. Footings (check one) �J (ft.)t (in.) 93. 0 Z) +11. '', o q. o l b�- e rf� ►N� - *If center piers are other than drawn above, draw in -locations_ snacine7_-and dimensions. - Max. Overhang (ft.)(in.) BUTTE COUNTY BUILDING DEPARTMENT APPROVES �/3 Single �. Wood either pressuretreated or s / x3j foundation grade. . 2. Other (specify) Center support locations* Center support footing sizes Su orts (check one) (in.) l; Concrete block." L Other (specify) .)(in.) (in.) (in.) <--Tagalong or Expando,' show support details. (-U.)(in.) (in.) (in.) /,)L x_3 Z) -- Typical Support (in.) (in.) "' Footing Size (—,)(in. (in.) (in.) s _ -- Max. Pier .Spacing �J (ft.)t (in.) 93. 0 Z) +11. '', o q. o l b�- e rf� ►N� - *If center piers are other than drawn above, draw in -locations_ snacine7_-and dimensions. - Max. Overhang (ft.)(in.) BUTTE COUNTY BUILDING DEPARTMENT APPROVES �/3 Environmental Health 7 1995 ` a ctiico, cavitOm' CD— v - APPROVED Butte County Environmental Heafth Late ALL AND EOU DMIG - OVERHA SHAD. BE CLEAR OF ALL EASEMENTS. A SET. BAC F ,5 ., . Signa Lar® FT. FROM THE SIDE AND Fr. FRO HE REAR PROPERTY LINES AND _SQ F -F. FROM B Th.= ROAD CENTERLIN '1114 E -CLEAWOF -STRUctus. 1ANn r-ni 1101 ap&= FORA 2 Fr. EAVE Ov BUTTE COUNTY BUILDI�G DEPARTMENT OMPRO� ED' -''FILE CO -Py 04 Pari-aidisi- lodular Concepts PARADISE MODULAR CONCEPTS, INC. • 663.3 SKYWAY PARADISE CALIFORNIA 95969 til ORILE H 0 Ni E S S A 1, F S L I C 28 8 7 14 PHONF (916) 8?7 - 8541 NGTE: All Materials & Workmanship Slu U Be In Accordance with Recognized Good PraM as and of a Quality Prescribed for the Specified u ie in the Uniform Building, Plumbing & Me(4=osJ Godes and the National Blectriod Code. This set of Plansand speeftaUow MU Yr be kept on the job at all tft" 8nd It Is UnIs FAU to �' .Makeany c1langos or Rlteragone on sam without written Permission 15mm the Departmsnt� of Public Works, County of Butte. Environmental Health 7 1995 ` a ctiico, cavitOm' CD— v - APPROVED Butte County Environmental Heafth Late ALL AND EOU DMIG - OVERHA SHAD. BE CLEAR OF ALL EASEMENTS. A SET. BAC F ,5 ., . Signa Lar® FT. FROM THE SIDE AND Fr. FRO HE REAR PROPERTY LINES AND _SQ F -F. FROM B Th.= ROAD CENTERLIN '1114 E -CLEAWOF -STRUctus. 1ANn r-ni 1101 ap&= FORA 2 Fr. EAVE Ov BUTTE COUNTY BUILDI�G DEPARTMENT OMPRO� ED' -''FILE CO -Py BUTTE COUNTY _ BUILDING DEPARTMENT -� APPROVED A�l I\j V BUTTE COUNTY _ BUILDING DEPARTMENT -� APPROVED a, BUTTE COUNTY BUILDING DEPARTMENT APPROVED 6' TYP. ,K—.!Ye Ti G PLYWOOD CC EYT. ,Z; Z-Txlo" DECKING '(ALT) 4Xc&'DF 2 . GIRDERS _-7 ._ I 11_0 Tl r AI V.1 IAnl'1 n n rvT UARDRAIL. nCrviiif -14'r MIN. F -00r l NG Ew X A Q FCMI LI J�) 4.1X& 69 , Zn MOBILE HOME �- 1 12"x 12° PIS %n 14 x►w" n�.o, ooh ,Z; Z-Txlo" DECKING '(ALT) 4Xc&'DF 2 . GIRDERS _-7 ._ I 11_0 Tl r AI V.1 IAnl'1 n n rvT UARDRAIL. nCrviiif -14'r MIN. F -00r l NG Ew X A Q FCMI LI J�) 4.1X& 69 2"x4" Zn MOBILE HOME w ' �l OR PU- m . MAX M L. FRMIJ = — zo' CLIP (EA. RE \ L 9"MIN 4 i Z20)(12" STAIR STRIMGER. 4B'o.o. MAX. 7QP V IEW HANDRAIL NOT 15HOW14 FOR.'CI.AR;ITY. 13 0 IT 2"x4" Zn MOBILE HOME w ' �l OR PU- m . MAX M L. FRMIJ = — CLIP (EA. RE \ 9"MIN 4 4.,, (D„ ; 4!,(4' POST 2"X IV '< #2DF (2)3�a° T�0 R SSU�RE' e"M 60LTS REDWOOD PLATE 4*x q„ POST - A VE -Q UA TF DIAGONAL. BRACING. TYPICAL RESIDE-IM01- $7�ps ANo/eDcCk COUNTY OF BUTTE - DEPARTMENT OF PUBLIC VORKS 7 County Center Drive — Oroville, California 95965 Telephone: 538-75 e .. i RE61DE14TIAL� F220-050 PERMIT#98-0678_BBS, John 1 6111 Dana Circle Mag liar': PERMIT NO.r Cabana -& 'Deck/MH'-"-� PERMIT EXPi:-- i -OWNER CONTR. r r ASSESSOR PARCEL `f t } LOCATION Y� r ~ _ s 1�6 C> CHECKED r SRA BY FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY 4Temp. Power Pole t Called PG&E I Temp. Elec. Service Called PG&E _ r Temp. Gas Service y Called PG&E 'JOB FINALED (Date) Signature Not t RESIDENTIAL '= No = Not Applicable = Not Ready Date APERFLOOR (Plans) OK except #'s ng-Setbacks-Easments-FloodSlope I5 Vtg., Main; Soils-Elec. G"*64 ),j.P`Ftg. Depthr,--7- 3. Ftg. Garage; Soils-Steel-Elec. Gmd/ P Ftg. Depth 4. Ftg. Porches & Decks; Soils -Steel-/ /' Ftg. Depth 5. Stemwalls, Main;'Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-BlockoutsfVrapped 6a. Hold Downs and Special Anchors 7., Sla Steel -Wrapped Iiers-Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way CIO -Sewer Test 10. UF. Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-JoistsVents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s er Htr.; Vent -Access -Combustion Air Baffle ater Pipe; Test & Anchor -Nail Protection D.W.V.; Test Fittings & Anchor -Nail Protection Sh r Pan; Test, First Floor -Tub Access est ub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors Date L Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s jAture & Transformer Clearance -Ins. Protection 4. . Receptacles Spacing -Lights & Switches at Doors 2<7 Size B as & No. of Conductors Stapled 26. Romex 11astalled Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fastners-Bond Gas & Water 28. 2 Appliance Circuts in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al 30. Range Circ. / / ga Cu or AI -Oven Circ. / / ga Cu or AI Insulated Neutral 0 Yes 0 No 31. Service -Riser Conductors & Ground -Main Disconect 32. Equip. Clearances Panels -Motors -Meeh. Epuip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector Date S Card B-1 Gv Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OKD)(c-eot #'s 35. A.C. Ducts Insulation & S rt 36. Vent Fan, Exhaust a insulation 37. Condensate qpK& Overflow, Size & Grade 38. Fumance- nt Access -Comb. Air -Return Air Vent 115 outlet 39. Attic ss & Platform if Furnace in Attic Date - Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except Os s% its Proper Materials & Anchors )Walls Studs -Nailing Spacing & Braces -Plates -Sound Baring Walls over Girders & Floor Nailing raft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size & Bearing (Single & Duplex) Date _---FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors Cling. Joist-Rftr. Ties-Purlin-roff Brac.-Truss-Shting: Rfng. <43-Tireplace Ties or Type A Flue -Fireplace Throat clearance ,-49--Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles c r . Windows or Exiting Doors -Sill Hgt. & Dimensions -5l ,a age Fire Protection Framing Property Line Firewall & Openings Ext. Doors -One 3 -Check Garage 3rd Story, 2 Exits __54retatrs; Width -Headroom -Rise -Run -Landing -Fire Protection -.107 Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 06. Siding -Nailing Veneer �tlltcco Mesh -Drip Screed -Fd. Vents-Underflr. Access .-%-Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts Brace Interior / Exterior Wall Panels insulation -wails -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date __FJNAt (Plans) OK except #'s fi8-Ext Steps -Door & Sidelight Protection -Landings mace; ens arance-Comb, Air-Conector- In Garage; Above Floor-Ducts-Mech. Protection s & Tub Access -Spa I, Breaker Sizes & Labels us & Rails 70. F earance Hearth 7_ anel, Int. & Ext. ; Ground. -Air Gap -Cooking Clearance _ les at Kit. Counter ge 'ng -Landing -Closure L4 --C Duci::Aa:ag�namper Air Connector-P.R.V. In Garage; Above Floor -Meeh. Protection uip. Listed for Location G ge (G.FI.)-Romex Protection in Attic truction-Post Caps &4--Fdff.-VBVTs-&1Cr­aQ Hole Door Drainage & Wood -Earth Clearance Looked under Floor fl Yes ve 0 Yes 0 NO/Walks 0 Yes 0 NO/Planters 0 Yes 0 No h Electrical -Plumbing aibg-appliance-Fireplace-Clearance to Openings ect, Electrical, Plumbing , G.F.I. Receptacle -Underground nro ht House oection PI -Corrections from Previous Inspections f. gged, Gas -Electric -Q& Wee*ff ewereonnected-C/O to Grade -HD Approval Energy Compliance Certificate -Other Certificates Da C Date Card B-1 Date V Cardir-TDate Card B-1 Date Card B-1 Date Card B-1 Comments at Final: V,=OK O = Not OK `=Not teadyApplicable NoReadyMOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 1. Zoning Requirements - Setbacks - Easements 2. Footings; Soils-Size-DepthSpacing-Connectors-Steel 2. Soils; Special MH Support Sketch 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 4. Water, Location -Test -Easement Needed (Sketch) 5. Alum. Awn.; Columns -Connections -Splice Decal -Enclosures 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Carports; Windows -Doors 6. Gas; Location -Test -Wrap; / tVft. / /Nat. or/ /'L ft./ /LPG 7. Electric 7. Well Clearance & Disconnect 8. Frmg.; Sils-AnchorsStuds-Rftrs-Trusses 8. Utility Clearance 9. Siding; Nailing VeneerStuoco-Mesh 10. Roof; Shthg-Roofing 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 Card B-1 Date Card B-1 2. Footings; Size -Spacing -Marriage Line POOLS (Plans) OK except #'s 3. Gas; MH Test-DemandValve-Connector 1. Setbacks -Easements 4. Electricity; MH Test -Crossovers -Breakers -Clearances 2. Soils; Compaction -Structure Stability 5. Drain; MH Test -Fall -Flex Connector 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 6. Water; MH Test -Regulator -Connector 4. Elec.; Receptacles and Lighting, Distance-GFI 7. Water and Sewer Connected -C/O to Grade -HD Approval 5. Elec.; Pool Lighting; 15 Volts-GFl 8. Gas and Electricity Tagged 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 9. Tie Downs -Type -Installation Cert. 7. Elec.; Bonding; Metal w5 -Circulating Equip. -Heater 10. Exits; Insp.-Sketch 8. Elec.; Grounding; Equip. w/9 Circulating Equip. -Pool Lghtg. Boxes-Encbsures-Panelboards-Ins. to Main in Conduit 11. Cert of Occupancy 9. Health Department Approval 12. Permanent Foundation Only: License Decal 10. Plumb.; Cir. TestVNater Supply Test Date Card B-1 Date Card B-1 Date Cana B-1 Date Card B-1 Date MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils-Size-DepthSpacing-Connectors-Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sils-AnchorsStuds-Rftrs-Trusses 9. Siding; Nailing VeneerStuoco-Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Lendings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFl 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w5 -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/9 Circulating Equip. -Pool Lghtg. Boxes-Encbsures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. TestVNater Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 SiO OWNER COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Mair_Street, Chico, CA - (916) 891-2751 7 County Center.Drive, Oroville, CA - (916) 538-7541 CORRECTION NOTICE q8-aC--;-�6 PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify 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. Ic :t -4.- o L 41 Date /�/ `� Inspector REV 10192 .s'''-«"�:r�•�f+�'��+r`l�"'+r-�P..�- is,....-.-�.a..�:ussr�scs,�,, �.i'�r#r``:� COUNTY OF BUTTE BUILDING DIVISION r DEPARTMEP!T OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE Rj 5' ry S 9� -06 OWNER 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 P completed. If you have any questions pertaining to this matter, or need additional explanation, please contact th's office immediately.' fa �A� S i 7FZ.S ti rel Irl 0,42Li A -'L hosT xlAve- ".i -J x Date D Inspector REV 10/92 COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUAT ON 64 R-3 3456-00 OWNERS MAILING ADDRESS 6111 DANA CIRCLE MAGALTA 96 0 079-00 CONTRACTOR'S NAME TELEPHONE ' CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ i 9R nn ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 79-00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 46 80 BUILDING ADDRESS 6111 DANA GIRGIR MAGATT Energy Plan Checking Fee $ $ PERMIT FEE $ LOTNO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome R] Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: CABANA OF LAUNDRYROOM 8x8 AND ADD 12 x 8 OPEN DECK Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G w 920.00 PERMIT FEE $ 42.00 ELECTRICAL PERMIT Filing Fee 20.00 Main Service io noaLEss 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. `❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service TO fOooA 46. 00 NEW CONST. DWELLING WEE OR ADONS. ( g ACC. BLOCSOCCUP. , SO so 3.52FT: 2.24 N CO9 NON-RESIDT ANCI � CI�C @7.50 POWER AFPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. ourLEr OR F°cruREs 20 @' °O SAL @ .50 LNS Ex. Occup. ourLEEDTsPC RES D.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S 22.25 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: 1 ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. J I X ` "( Date It Sign lure of Applicant - A Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Inst Ilation Fee $ Energy Inspection tee $ CONs P f TOTAL FEE $ 203.05 HAZ. 0. FEES IMP �. FLOOD CDF C FD zv_ This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. /Lp By ate _ PERMIT EXPIRES ON K (10,A) Receipt No. 2-30 /5 x03:05 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT ' � ., ., ,,,, .� ..�. �..�.- � � +f„ .. � rw.,�;�. {�Agr�+rvm�.feu+ry,"^�t�z�.Hary+cvwY�y,+i•r�-rr,';n--r-•,.� : ,� ' COU1v : •- !1 BUTTE -WEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION vT+ r4: rr 7 �'�CiJ`� CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL NUMBER:y/ — OS V Proposed Building Use: G, Building Inspector: (), RLQL.ao Date: 41—f)-90 At time of p EVOC application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By 111. All items have been submitted -------------------------------------------------------------------------------------- 02. Plot plans, 3/4 sets, signed by theYpreparer of plans. ---------- -------------------------------------------------- ❑ 3. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ ❑ 6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- 117. --------------------------------------------------- ❑7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑ 9. Manufactured Home data and installation instructions including Tie Down Specifications --------------------- ED] 10 Fees of $ ------------------------------------------------------------------------------------- ❑ 1 pact fees as shown on the attached schedule. ------------- - ----------------------------------------------- California Department of Forestry plan approv--}r--- = -�=�-6---------------------- ❑ 13. lood elevation certificate. ---------------------------------------------------------------------------------------- 4. Sanitation and plot plan approval ( jxA, Health Department. ------------------------------------------- Ell 5. City of Chico plumbing permit. ----------------------------------------------------------------------------------- D 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------:1------ ❑ 17. Planning approval for (A) Use: (B) Parking: -------------------------- ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- ❑ 1.9. Encroachment Permit for driveway (construction approval prior to occupancy). ----------------=----------- 1120. ❑21. ❑ 22. Pre -inspection for required Request to Building Inspector on Contractor's license information. (Number, Name Style, Classification).----------------------------- Workers' --------------------------`Workers' Compensation carrier and policy number'r---------------------------------------------------------- ❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner ❑). 024. Letter of signature authorization. ------------------------------------------ 025. Recorded copy of Agricultural Acknowledgment Statement. - 026. Letter of intent on building use. ---------------------------------- 027. Manufactured Home utility clearance. -------------------------- ❑ 28. Existing violations and/or expired permits. --------------------- ❑29. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 030. Other: When you issue the permit; process as follow Mail to owner, ❑Mail to contractor. ❑ Telephone and hold for pickup at pplicant: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ A Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: 1/1 (Date) t a� office. ❑ Deliver with inspector. 4 Date: Date: By: Date: By: 1. Index permit application for the above items numbered: ❑Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building D'vision counter, by Date: Plans reviewed by: Date: Plans approved by:Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. TO: Building Department De FROM: Environmental Health SUBJECT: Sanitation Clearance 6-1 Owner Location E.H. USEQNLY Plot Plan Attached Floor Plan Attp9hed L -'— Sent to B.D. os0 AP# Plan Approved for: Sewage Disposal Water Supply: / Public Private Well _ Clearance for dwelling. Other Z„ x -� Hold final for: Final clearance O.K..for: NOTE: i% c EMS Environmental Health Specialist Y y Date 4k Attention Property Owner: " An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement : YES] NO[ ]. 2. I HAVE[�i ] SAVE NOT[ ] signed an application for a building permit for the proposed ork. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAIL ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTY OWNER: �-vt SOCIAL SECURITY NUMBER: DATE: NOTE: This owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. Mav 199i 2.26 PARADISE MODULAR HOmES 5kI F5 CONCEPTS, INC, • oos.l SKl'NAY • pq • RAD15tf, CALIFORNIA 95969 - LIC 288714 • PHONE 1916) 8?7 — 8541 Envtronmentat Health __..._. APR1 7 t998 --- Chico, California o� Imo. 1 1 r % If i PQP CAS Nva \ ; � I �e --......_ -- ,us.0 11 1` yi ��Z c AA C_ r..� ��t c� �� r L. f�C /Yc �- r &,e- 6A- Environmental Health APR 17 1998 Chico, California c• V e �L L l L (. l l C C !.� r - • `�X � � � C l� titit ct'r /.� ��ci� r'!�//� /l ���r � l �^ )�►� �� ��!- y ,Y i 2.J yi ��Z c AA C_ r..� ��t c� �� r L. f�C /Yc �- r &,e- 6A- Environmental Health APR 17 1998 Chico, California c• V e �L L l L (. l l C C !.� r - • `�X � � � C l� titit ct'r /.� ��ci� r'!�//� /l ���r � l �^ )�►� �� ��!- y ,Y i 2.J I I: Tag 0" -0 L: ►.,W „oT[S 1 ►17.991 -rt b. P,e..r,N 1-t' 766 C -C ►.teW Cu.— 6,..P L 2,C• Cr.d� wM1 r Plor .MYe tr.t R•.. -e . C..qa. r✓ Cw,se.crl °swy S 2.12 aw, loss. w L. ne. Prul Mall w I•. ter. II.RIr —r - •p—" r••r.w.. e'tr"'t •f• Y•b -, —11. alle..olw. R, V..s. •.a Wy Framing Plan No.1 Pp6pt tr=~ CMC* TE&ADD a= PIER 112C i11ADC Or LUM" „s01R► aa," r • . a DJ. vm C. f (.. 0• ICY` a,a 0.► 1TO r - T' 1D• a .. a► Ca16T r.lr Irr.r a I s arSTD D' Ic• a.. 0.r. fro .-r Ir at{ D.F. W : m tO °4 eD� �{'.. top 7 R•.e.. 7,MM ,." Otl mor .01—O•p . �• Itr.lsi all P..WOO Ip �• 6• Plot.. 10• Flef 12• Fyr Concrete Piers L.99I► Y.,.1 ►.O• re I \' t6c h}.md Pb,,W tau 1.1 MIT FTM •a ba for", Z II 70a ob-Rr, or {I NA itso6! b." NIrrN ROOM` awn on trail. 99m ON" W ft" i a t'b.s. C_ D• r..: J-A.- IIII i F! C, Y .wY .L ill rL:.-- PR~ bb. fO•[yl brenbt .aR. n {' Mr pea. ..[ IwIRq Framing Plan No. 3 Po6Gn wIDT11 trTr Pick sat ORDER 1RE I GRADE n Dr LUMBER d{• a• a D.I. 1TO 9'.0• w• ... a/. MIST '-'Tat ►qw.d C -c Pi.epo R.o INNOW11— r as wo," 6R.a/ erb w {'.2. ,. loop l ery +P st "" swo of ibss. (�'> • N R.n beIq Rt sly « 1 V W •p {er aeM i a'rn: Ya.—., 799 ..arP • P Q Is-..ertb- •�NwA , �.I•d M a. l Y. ..Ib 1•yd nc so.. t 92-7 : r les. -t I.Yn T. wstb N uses, ar 1- 2 2 Rt S'•0' RA RwN o, ,t -n wll -.• 0,.o1 -t 2.4. 0.W.. e..r.r.s.."b ►.' RW,6a- M', Irl IeU. Plot, bora 99716-1 1/ tY 4111 t rwb " 3-0&9 owls' 716 r ^2sR trawl w•.2 Rwl.eet r py w trt Wn ob-.T.{' �r 6.•►. a' 6r.t "'o—Oo Pr. ,r,2 .b..s, ~ r.—r pen babble, .O� Mty. r. w [erre[ .•r Neo r!Y . r.1 Ill- 10 moor. e-.. vr". Ir MI ..R.,..n — Mlrb ..t YO{iLCNDYC KCD Arca P.w n r P2 r R•Ir. bele. Wt O .. r..Rr Ory 1r f 0.4 DO r O 11TO Pb. 1 -KI s.rr. R.ir CO. Ar - sr- w o99A r.n' Section •t Gv.r Y $6 K W,,, • i R -6s —wa.n ^b` N 1.1 r,R- M • ' sbwaeslr I -pt► w tr�b bis r ••aRb n _ ►..r M o... ez I a.. Mt •�4Q81o.Rbb sRal •[. MI o.r.:TD •-IV oe.I.b- Irmo it ='r 99816 .R. r ..was sea to- _� / • Cro... ►mor i� w S..rh,Ir� A• Tf1 IpOTINL COt/ttf:TOR t s!s� Intermediate Post goos"lo "WOOD Corner or Bracing Post 5-811 rmbt W so—l" owl r r,ryd n mol • .. tr. ssr..e 990 r eye wes.absd..• pbt.., r a, a M, C UUT RwLws arsrr w .- w se"M o.a s. N a2'roll r Rm tP.r.. P,a.q Pew W— ( Gver r 6. 61 8199. tout" - mow . r...,.y P4b. tr.., boas OM at: w - "or" 1 2, 61btbrl E. ,1 6r.0 1{•trq � • • N Rall• 990 ry •{ Te► RMI dl Ra.99e/ I. a P -I 0006T A, L 2 2.2 P.un. PM Is ► w mole {•� �- � 01 -O-4-N 2.2 "Slaw ASSUM"lp11S ' .�•�-' � � U Alternative (� /.. L.r trsM e. .., Stairs 2.q ,blob Y r rID1 1c ..`b�.: •..... :. RPEYDIcy_" amp"! 6.11,...• ...t.r1 Roiling •r/ .w.. 0 P.1 - s..u% D.IYb ...y W mob 171 6 --ft h.—O . ow p, II..I.M STATE OF CALIFORNIA •l -.Irl DIVISION OF CODES AND STANDARDS Mobilehome Porch �..�•'•~-"'• _°°° r=.«,. DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT,".�qP3 D.ew t7 Y ANI OL r.. DOM". r. STD • .YRob.d CONST. U 4r, solid blocking OR rimjoist— 2-16d at ea. Stud —2-16d typ. 12"_+ 2x4 ledger— j. 12'min. 'Max. ; a 26`min— — 25mo[. 26"min-= — , joist �tlalger_ . — (— optional slidin • OPTIONAL Cee,g jolsls: ' joist .--2x4 18"mm j —'interior sidewall gloss doo9 � min. 2x4 DF std. m 16" O.C.— � blocking —1 1o{ 1110 to IOD pelt ./3 -ed ' I' ` 2.6 HFsr2 of t6' O.C. \' —optional door or window j roellwI. to too Dote ./3•eD x4 6'� nterior wall / stud 12'ma.I✓ Coveeng -- . � � amend won I rl —exterior sidewdl n� I CEILING JOIST A p IB"rtin Tapered 2.8 DF -I of 16"o.r. may be used as COWECTIONS rv:' rafters. The ends shall be 71/4' and Simpson tie strop end shear wall - See SECTION A -A.3%2' ST6236 or eq. 18" min. FLOOR PLAN 2x6 HFx3 of 24"o.C. max-. Pier, spacing 3 -Bi (2-164 d . each g -, 5 ^�;. ;�rm,x. TYPICAL CROSS SECTION r'vn joist (2-164 ea. joist)--, . _............. _._.. a blocking reed at center girder 1—double 2 x 6 --r 3/4 C -C Plugged' Grp. I I Sheath both end walls with 3/8" COX R _ I ! , I _7 , I 4:4grder DF cant. Plywood and/or 5/8" T-1-11 Plywood •I APA STLRD+FLCgR EXP I - l ' -: j '�� Siding on both sides. Nail with 6d 1 loon" .C. at 6 is IO l I -j' .L- _ girder spacing I of 4- and 12". Block all edges. 1 I h r I • 4' ac, max. "�: •plywood faces e� ! _ 1 _� I I i I 2x4 -drop JT�pverhong max.. '1 insulation Additional pier at op sing Pfywoodes—shall jaw have t d groove joints or shall be supported b/ blocking. SECTION A -A '�i •''�\ FOUNDATION/FLOOR FRAMING PLAN Simpson AC 44 post or equal -28` mh shear wall 4 x 4 OF slid. 10' I Additional Pers are required when the rtaz header span is greater than 6'. The Pers with 17" square footings shall be j placed/ directly under the header support HEADER : MAX SPAM 4x6 DF -2 to' 28" min. - 1 shear wag 3/8• CDX Plywood or equal nailed w/6d at 4• at edges and doz W intermediate framing members. Block all edges. /\ `Simpson tie strop ST292 or equal /\ double plate w TYPICAL INTERIOR SIDEWALL salice w/112- l6d each sued ple of -Splice I x 4 let n braces required at each end mrd on I6• ne j�a•-e• at 16" o.c. fyp. TYPICAL EXTERIOR SIDEWALL Nail w/6d OI 6" and IV' 2 rows 80 Of 4 OX 3/8'`DX plywood 24/0 (EXP II- GENERAL CABANA NOTES o �_•=r-aB+oCk all eages. i l 111 DIxt1ISIMS IAl Tpe •YepT or A eYAM I— tot Ye[LD axe rTort It xe,exT P %"T -1 -II Pfyw00d Siding ore/Dr I ail WAM EMM . wuuul uluNc pucxr w bevo, r[n n1 4x 4 hem -fir ..u std. I l.cpra. rndo "COX plywood bon Ic1 Yo pY,TY{2 Yocw cxALL ,[ Inas TrAw 41evOr rcxT ,t YT Yo.l tonAL l j IIDl wxxE lox. uac. I sides. See Section A -A, T25-1 IDI uu YY,rYIa AcloN ,N A uMrA EMLL p.K . rurcYlu: door j �' Aw or Prot ...t rYAN io sauAts rcn.. r2)-llaa.. IB` min.1�..72`mox. i 18"I min. "— 171 �uTr[A rxoisc-toil ; DCCV,AtrS{uolLw7i°N TCONEr[UC�LexcL t , u_,ev1*)�[D�?DeI;S; I 41 girder 3/8 eye bolSEE l (STRAP w/washer I couple Zxo— FOOTINGS: concrete bl" earth anchors 24"1 24`x 32 PER listed fa a min. 3"eye bolt deep of 1500 anchor TYPICAL END WALL r -3-16d common nails each end each brace /-4x4girder OF const. Simpson _4x4 DF Std. BC44 or equal Bracing is req'd of. the 4 corner posts. Use Ix3 brace 45• rt>mc I I if length of brace does not exceed 36". Otherwise use 2-8d toerv�1" -,.• 2x3 brace. \ " e bolts ed Nosed eye -thimble recommended 2-rnble • clomps req'd LI cable mn.3/8" golv. steel or 5/8"d rod —drop-forged turnbuckle 5/8" d min. STRAP DETAIL girder each face All footings to neat on firm undisturbed soil or PIERS/FOOTINGS L DESIGN LOADS T � ROOF LIVE LOAD 20 PSFa FLOOR LIVE LOAD 40 PSFM G r•y, HORIZONTAL MIND LOAD 10 PSi G Double top plates shall be SEISMIC ZONE 4 a" installed to Provide 1]verlappitg Ma. SOIL BEARINGd 1000 PSF 1 at comers and nailed with 2-16d Or shall be odeauotely tied at the WIL CONCRETE STRENGTH 2000 PSI corners by of least the equivalent of 3" x 6� x 0.036" thick (20 gauge) galvanized steel that is nailed to each wall by 6-8d nails or eq. This plan is firrited to the structural system of the Coban. A Pot plan, floor plan, mechanical Pan, dumbing Pan, and electrical plan shall be submitted to the enforcement agency for ap- proval. Any changes to the mobilehome may -require a mo- i bilehome alteration permit. `AY corners to be constructed with 3 studs (tyP.). 2x4 sale plate subfloo, IAI ♦ WAM MT ,[ Cd EKUCTxD Op IIISTALL,D 10 xlc e Y d[rCCM-1' YIT r1MDOY ItOw 6L[[LIMC tOOw rI THIN A IIDeI LIMOwL LtWIDLO� 111 Txe IILpU, YD xOBILOIOIL LAIT DOOM TLAII Mrc Ours, OC r wDellTw01L YIn.cu, QITYAT TxtOUGp TNL uMYA. 171 Tr[ WMA {MLL MK A DO01 Nor LLSs nuA ]) IrL11CS IN YIDTY MD bis Irrr TIIO IYCrra Ip YtIOMT mous ACD AS Y ,x17 A TY[ OlTEIOL. 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ILTYoOO too'= DI amIOff O,ltpwlo�- t Environmental He tJ APR 1 7 1998 Chico, Califomia STATE OF CALIFORNIA DIVISION OF CODES AND STANDARDS Dol{ DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT I Mobilehome Cabana R••I•• D/D.p TEE A �, n.il.L, /r ,C. r,✓J.0 — cl 5 r,A/" C, /�V7' �fve r"io� e ��c eats �J� 05u5per b*4 GOF ALL STRUCTURES AND EOUI ,EWT INCLUDING OVERV,ANGS SKAL E CUFAR OF �;1 L EASEMENTS. A SET DACE OF , FktiOCJ3 THE SIDE AND T. FFiOE� THE R pROPERTY UNIES AND _ L— FT. FROM RUCTURES AMDEE2QUTENT EXCEPT SHALL BE CLEAR OF S FOR A 2 FT. SAVE OVERHANG- ��`d ➢' VGS °` PT. CALIF. T. 6 ;� a,�STRY 11 1, eject V,�%'�n CL��si�r�� S� Set Ditto �'- CDF FIRE SAFE REQUIREMENTS Zi AP# PERMIT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. [/] 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the land owner. Driveway Standards [ ] 1273.02 Surface. All driveway surfaces and structures (bridges, 1273.07 culverts and other app-_,rtezant structures which supple- ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. [ ] 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius [ ] 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet radius; 2 feet to those from 100-200 feet. [ ] 2. The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. [ ] 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [ ] 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. [ ] 1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of .3--, AP # PERMIT # NAME , [ ] 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. [ ] 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the building. 1273.11 Gates [ ] 1. Gate entrances shall be at least two feet wider than the roadway it serves. [ ] 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. [ ] 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification. 1276.01 Setback for Structure Defensible Space. [ ] 1. All parcels 1 acre aid larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from 411 property lines and/or the center of the road. [X) 2. For parcels less than 1 acre, local jurisdiction II shall provide for the same practical effect. See Other Requirements below. 1�4 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction )r fi:ial inspection of a building permit. Page 2 of 3 Z 2 Sb AP # ��—o6 % ? PERMIT # Other Requirements -CRs .Ta NAME If Building Setback is 15 to 30 Feet: Class A or B roof Enclosed eaves [j(1 If Building Setback is Less Than 15 Feet Choose any 3 of the following: - Metal or no doors on bide toward property line with insuffi- cient setback - Class A or B roof with enclosed eaves - Interior automatic sprinkler system per NFPA 13D - Glass area not to exceed 10% of wall area toward property line with insufficient setback - Siding from the following list: Stucco - 3 coat Hardi-Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials Date Signature Page 3 of 3 •:r solid blocking o®a rim joist-] 2-16d of ea. stud -2-16d typ. i 12"_/ 2x4 ledger-, j 12�min. ,max. ` 28"mfn- — 25 -max. 28"mint! I- joist hangez-, ceiling_ 3 4 ;• ` optional slidin Z E' OPTIONAL ttiHRQ )olsts: • joist - t blIt4 • D -Interior sidewa0 i 18"min. ockir 18'min. gloss door 2x4 OF std. at 16" D.C.— . Ioatloiled to lop pore H/3 -ed \ ' -optional door or window 2x6 HF&2 of 16"o.t.- x4 IOEHutled ID top plate w/3 -ed 8'min. l interior wall / stud 12'mlu• covering - rend wall I stertor sidewdl z CEILING JOIST A A 18"nlin� Tapered 2x8 DF&I at 16"2.r- may be used as CONNECTIONS t 1 roof rafters. The ends shall be 71/4 and Simpson tie strap IF ifT end shear wall -See SECTION A -A. 3V2" ST6236 or eq. IB" min. FLOOR PLAN i 2x6 HF -A`3 of 24° o.c. Friz. P+er„ spacing 2C ' T_ 3 - 8d toenailed of each girder, 5 0 ac max. rim joist(2-16dea. joist)-- - r`-- r-2'mox. TYPICAL CROSS. SECTION 4x girder— ..-... • --'-- \ 1 1SI, r 5/e eye bolt- -I ier(typ.) • I - •� I c Stocking req'd at center girder w/washer 1 7 double 2x6 3/4 C -C Plugged) Grp. I Sheath both end walls with 3/8" COX DR - I-- v _ij• 1 4x4girder OF Corel. Plywood and/or 5/8° T -I-II Plywood APA STURDtFL R EXP I - - pT Siding on both sides. Nail with Bit s O.C.-- LL girder spacing 'I at 4" and 12". Block all edges. i, V nal w/8d at 6 & 10 -`-, "-I--'I f I 4' o.c max. plywood I. face arm _+ . I 2x4 drop -forged closed ey 1..r'. T erhong max.. insulation / I - Additional pier at, p nrng a I Plywo j�edges-shah pave! t L d groove joints or shall be supported b2• Mocking. SECTION A -A J°ws_% /-thimble FOUNDATION/FLOOR FRAMING PLAN IA i re°anmended c IF n Simpson tie strop ST292 or equal n doublTYPICAL INTERIOR SIDEWALL Spike owil2-16d a di side of splice I x 4 let in braces roamed of aadl o6te1 .-IR61 n3 If." aF (.�.'_... _-_ HORIZONTAL WIND LOAD 13 PSF I x I I I� tYpl 4x6 D.. -a2 13-16 72"mac. I 72"tnaL �i I I` head (20 gouge) galvanized steel king1king ' (2-80 tYD Simpson AC 44 post cap or equal HEADER .MAX SPAN -2 froWallming is 2x4 at 16" IYD I` 28" min 14x8 DF I s ! i fE std. or � i shear wall 4 x 4 DF std. (typ.) x ht`arH watt ' - I I I 160 ). �16d at lI Additional piers are required when the 24" o c 3x 60° max. n,p• header span is greater than 6'. The piers 4- I t \II toe na3ed with 17" square footings shall be placed directly under the header support . 3/8" COX Plywood or equal nailed w/6d at 4" c of edges and ¢"ac at intermediate framing members. Dock alt edges. u n Simpson tie strop ST292 or equal n doublTYPICAL INTERIOR SIDEWALL Spike owil2-16d a di side of splice I x 4 let in braces roamed of aadl o6te1 .-IR61 n3 If." aF (.�.'_... _-_ II12-cable p clamps req 'It I cable min. 3/8" gofv. steel or 5/8"0 rod turnbuckle 5/8" 0 min. STRAP DETAIL 3 " Noil w/6d of 6" and 12" - 2 rows 8d at 4" O.C. /e COX plywood 24/0 (EXP I)- ______r_�Dock all edges. 38"T -1 -II Plywfod Siding ono/or _714COX plywood both sides. See SectionA-A. min. 11 f --72"max.--Jll 18" 11 min. 0 bolts double 2 x 6= 1 FOOTINGS concrete blornks earth anchors „ 24"z 24"x 32 Q listed for a ,mfn. % eye bolt deep of 1500 F anchor i e TYPICAL END MALL �3-16d common nails each end each brace /-4x4girder OF const. Simpson ^_4x4 OF Sid. ec44 or equal i, Bracing is req*d at. the 4 O. ? corner posts. Use Ix3 brace 45°max. Ell\ if length of brace does not exceed 36". Otherwise use 2-8d toenails 3�2" 20 brace. each face , PIERS/FOOTINGS All footings to rest on firm undisturbed soil or compacted fill. DESIGN LOADS ROOF LIVE LOAD 20 PSF FLOOR LIVE LOAD 40 PSF Double top plates shot] be HORIZONTAL WIND LOAD 13 PSF I x I I I� tYpl 4x6 D.. -a2 13-16 72"mac. I 72"tnaL �i I I` hp (20 gouge) galvanized steel king1king ' (2-80 tYD II t yp er / I fids l froWallming is 2x4 at 16" IYD I` Or-(typJ I ! i fE std. or � i I better ' - I I I 160 45° l min. �16d at lI I j end 24" o c - I 60° max. n,p• II 4- I t \II toe na3ed II12-cable p clamps req 'It I cable min. 3/8" gofv. steel or 5/8"0 rod turnbuckle 5/8" 0 min. STRAP DETAIL 3 " Noil w/6d of 6" and 12" - 2 rows 8d at 4" O.C. /e COX plywood 24/0 (EXP I)- ______r_�Dock all edges. 38"T -1 -II Plywfod Siding ono/or _714COX plywood both sides. See SectionA-A. min. 11 f --72"max.--Jll 18" 11 min. 0 bolts double 2 x 6= 1 FOOTINGS concrete blornks earth anchors „ 24"z 24"x 32 Q listed for a ,mfn. % eye bolt deep of 1500 F anchor i e TYPICAL END MALL �3-16d common nails each end each brace /-4x4girder OF const. Simpson ^_4x4 OF Sid. ec44 or equal i, Bracing is req*d at. the 4 O. ? corner posts. Use Ix3 brace 45°max. Ell\ if length of brace does not exceed 36". Otherwise use 2-8d toenails 3�2" 20 brace. each face , PIERS/FOOTINGS All footings to rest on firm undisturbed soil or compacted fill. DESIGN LOADS ROOF LIVE LOAD 20 PSF FLOOR LIVE LOAD 40 PSF Double top plates shot] be HORIZONTAL WIND LOAD 13 PSF installed to provide overlapping SEISMIC ZONE 4 MIN. SOIL HEARING IDDO PSF at Corners and nailed with 2-160 or shall be adequately tied at the Mol. CONCRETE STRENGTH 2000 PSI corners by of least the equivalent of 3° x 6 . R 0.036" thick (20 gouge) galvanized steel that is nailed to each wall GENERAL CABANA NOTES 131 DINaSIMs (AI THC BRIGHT OF A CABANA Hx•r. NR EXCEED ON, .TORT ]H HEIGNT oA 11 FLET. TIs-HK6. nal A GADAMA SMALLWK A Nlot.- CEILING HEIGHT 01 R_ LER SIE INCHES. 715-1666°. ICI No HAHtTAa1E HOO sH :, Bt LLS6 THAN 9EvHN rEET 1N ANY HORIZONTAL DINE6L ION. TIS -1666L. IDI SIGN NASI -1E KO•, IN HAK A CABANA SHALL HAA 6UPERF-1. FLOOR I AREA ONOT Il SS THAN To SDUAHE FLET. TI5-16661. (71 NHATHGR PnO2rlox A GUNn SHALL B[ .SO CWSTRULTGD AND HAINTAIHED TO PROVIDE SHELTER :0 OEED—M AND COImt.I'b AND TD UCLUOL THE ELENUNTS. T1s -1656. OI EXITS IAI A CABANA WT HE CONSTNULTEO OR INSTALLED TO ENCLOSE AR OIZREGAC EXIT NINDOI IRM SLEEPING — YNTN[X A NOII{2 OKE IPOv1OLo: (1) TNG LD-. NOMLEIONE UIt DOORS TEANINATE OHR ... THE NoeIL— rM— LTi TYAT THROUGH , . GRANA. III THE CABANA SHALL NAK A DOOR ND'r LESS THAN 26 WERE$ IN WIDTH AND SIX "HET TNO INCHES IN HEIGHT PROV—D AS AN EXIT To THE OUTS.OE. T15- 211. Int HEIR GHANA DESIGNED RAIRESHLT FOA SLEEPING-oUKSES SHALL HAUe ATr•.eT ONE YINDON TE OR ySRIoR DOOR APPREvED EOR MLPGLNr EXIT OR RESNL. T2$-1656. 161 LIGHT ARD VEHT14tl ON (At LAR "'"ABLE REM 6WLL WK AN AGGRTOATL Yi H0O1 ARG Or - I THAN 10 P. ACNET Or THE GHOss FLOOR ARU, OR 10 SQUARE FEET, YtlIRCKP Is cAIATER. •NON me GHANA ENCLOSES NI NOAIS or THE NOEILEHONL REOUTAEV EOR LIGHT AND vE TlON THE HINDON AREA or THE CABANA SHALL HE NOT Lass THAN M vCRCER or THE GROSS FLOOR AREA Or THE CABANA. T25- 1656. IBI A HAtNROON, TOILET IOONf, OR SERVICE ROCw bMLL HAK AN AGGREGATE rINOO1 AIIIA 01 ND: LESS THAN THREE GOUARE lE_ EXCEPT K.IERE AN NUFAOI•® IIgHANt W. vErr."'IM RTHTEN IS PiEV IDLD. SIS-14sn. 1st RLLTR3GL [rSTAWT10N5. III PMER FOA THE CABANA TO cola I— THE MIN --- PEDLStAL. (OI Zz-FTICOORLE OUTLETS SHALL BG INSTALLED So THAT NO POINT ALONG TMG MLINE IN — YALE SPACE IS FERE THAN SIR FEEL. NLA6URED ODRILONOUTLET IN r AN OIN TRAT SPACE. ICI FOR ITEMS AND RLCDTA W MLT USE M 15 AND, BWnR C_17 AND 116 YI U. DI LOA Llcnts• RSEPTACLLH, AND ELC c RTATEts USE to HIRE ERM PARE PLRFSTAL FO A 6D ANP CAN CABANA FEED PANEL AND Ito NINE NOR A GROUND FROM •THE IGRD PANEL. NOR LIGRTS AND IUEG K C= USA A 1'i ANF BRANCH CIRCUIT FRM We 6o AND CABANA FAA— FOR WE RLEI,F IC'YR 1" use A 30 ANP HHAac,, CINLTH:7 IRON THE 10 ANP 61C0D"A TTSEL• THA NKINI HATTAGE NOR IHR RLECTRfc HUTEAH IS 16) IR6UTA"Go HIRtNiR1B. T15-1166 IAI' R-16 Pok CEILING. (e) 1-1 Foo ■ -- ICS f -la FOR HOOKS, 17I 725-166 1.146 UPLIAa'e• OII IAC 713-tL'v".5 l"•.. ..'r HE IHDTA••-" IR A -.A... til A GONNA'"U" Bi DESIcHRD ARD tl:HSYN. t••':^ Z.L f r . I C,tao HAT DC ATTARLO Tp A IOtRlldNr,;N:. Frye w'•r Reto 'R"` ' BRALIHC YTHg1A18 To PII*"At A HRATHISH SUE. Irl DRIVE OTSXe416X EDTED ALL RAfLto, BBALL CmFOlq HISS ODC TANLE ISP. 1101 aDL1C CIRs O/EII P26! 6._M HISR A Sl3O0M 726. STRAP 4_92, 10 GAL G. I DRas/16• A f 5/36•. mvetRvtTlov, ovr�oas I IA] RLOF CO D,, - ­6LDI SLOPE 1 I AXPHALT REIRGLES ILO, t3OIE APPI.IC,lot I 1111 Nin. ( ) f0-FOURO HOLLm too". I.I. - 1112 ( I INILT W {0.r i.11 NIR. 1 1 BVIIO Nix, Goo, i.11 EIA. A1.1. aLT3IIAG TO HE taBTA1••n to A7CTImsA.-E n:Te One ®AFTER 31 ANO To. WHPIAaTUREII't Iap7AWT._ IRHTALOTIMs. lel RXTIESIM N... cavourG6- 1 1 —- a t'"— (cl IaTERIOa HAµ RAcre7 rITE 3/0• al.truca covt AtNc ( I N4GpNIfTe i-. FO (646 taBETS) ( ) Y• LTYOOD EARG.I I✓j. 11 Wallin w6f DING ( 1 \• aTIBVA NALIpp. dim 1 I ILTYO2D BIDIHA] IAPA 303 SIDING) 1 ) r/B• T-1-1_ DLraTott HIDING (DI OVTSIDR DIR."IDm- x by 6-8d nails or eq. This plan is limited to the structural system of the Cabana. A pot plon, floor pion, mechanical plat. plumbing plan, and electrical F •, plan shall be submitted to the enforcement agency for •••fff op-, ��kB k �� proval. Any Changes to the mobilehome may require GOUN bilehome alteration permit. L9a-•' ip rr c F ! Ali .corners' to be. constructed with $ studs (typ.). 2Y4 sale plate ,:ubfloor.' .. �- d of 16" o.c. typ. �. TYPICAL EXTERIOR SIDEWALL STATE OF CALIFORNIA i DIVISION OF CODES AND STANDARDS q dEEd Juy 12, 1984 DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT obilehome'Cobc —_ C`I `� - Drove Dr R.A YEE Looter• rr N• I - __ <<- -- Ila Tib Pa!•owc GC Pereep � Swcao ..o _ - ` ' ell - a 6wr .. . ... T11 ZC-aw Par -- 1 11I. - O l0e taaa..w s. K 2-16e peel .6 D.eaiq bola: r.P.g alala^aaa alga. aeaa W ell. Allreol- •pee •.Olaf � 01 Vo.a. .eca Pl.e =I al r wi Framing Plan Na I PORCH wwm CaOCRETE GMCU 6UE GRADE IRER 3P CIN6 PIER SIZE PIER SIZE Er.ae Las O'LLINDEA IC' 4.4 t' 4 t 4 D.F. STD 4'. t• 4.•0. for e.4 0.►. STD S -r ID• 4a4 lip C®dT 6' -IC .I a•Y/al arletl 12' 4aa ME Nat 6' -Ir • a 4 p F. STD 2'• Ir 6 • C. lo• 4 u D. F. STD 4'- r 16 qa CaI• walal lY ♦ s 6 D.F. t.e.2 1 6•- r 6'pa.tw 6•o.. tag lot -0 -0101 Haag O lot eta w eawm. i l.I.e1 ell p+. saga) � Ip �• 11 6' Pier 10' Pier 12* PIOr Concrete Piers S NOTES I. 'Ply -god swi p 9 -ft mote• 11.706 C•C Pleea.e E.lrfr Gr.yl L tag Dod- o mail at gt6a. arre ss Areas . Douglas Fr Cawwail Dey al Framing Plan No.2 PORCH/ MEP RE GROEA SRL .. WNE PIER SA.C+.s t• 4: 4 Il F STO 2'• 4' t••0' 10' 4. 4 D. F. STD 3'• t' t 2' 4 a 4 0. F 0076E S- s' 10'• 0• 10• 4 a 4 D r. STD 2'• OF u' e. e D t. Dopar s'. o• IC ego D./. STD 12• 4.4 O. F. la•.T86 Mrawaa C••C P.weeoe' 10e - r ad Mlraaa `-160 a- 6. jp.tMl paOa� T 7 ...ea owY . 6•mC ml. Mr welt see trlwy • a 2.6 D.m1w An~_ O f O Framing Plan No. 3 POAeN eROTN CO.ICAETE GIRDER SUE GRADE PIER SUE Or L1INSER 4'- Cr t'- 0• 10• 4 a 4 D I. LOtaT rt'** T®G Plr"ad r C P6g9.4 Valet I � era Idol v n • a. fw P w n toes Oreo .4 Giro. O jn A =a assualsou w Ra Ml.ama '2-160 ga. a. X22 6 Do" mom ®ia . G-ot. la.b cote pupa Alloeat- Froming Plan No.4 PORCH vISFINCDa1CR,T. GRDER SIE GRADE PIER SIZE Er.ae Las Or LLMMER IC' 4.4 O.F. STD IO'•0' 12' 4.4 D•F CCIBT STD Pow o Ei.poY pr S- add Woman .I a•Y/al arletl ase .a e 0.0_ Gree'ON' Section CONST S'• 7' S NOTES I. 'Ply -god swi p 9 -ft mote• 11.706 C•C Pleea.e E.lrfr Gr.yl L tag Dod- o mail at gt6a. arre ss Areas . Douglas Fr Cawwail Dey al Framing Plan No.2 PORCH/ MEP RE GROEA SRL .. WNE PIER SA.C+.s t• 4: 4 Il F STO 2'• 4' t••0' 10' 4. 4 D. F. STD 3'• t' t 2' 4 a 4 0. F 0076E S- s' 10'• 0• 10• 4 a 4 D r. STD 2'• OF u' e. e D t. Dopar s'. o• IC ego D./. STD 12• 4.4 O. F. la•.T86 Mrawaa C••C P.weeoe' 10e - r ad Mlraaa `-160 a- 6. jp.tMl paOa� T 7 ...ea owY . 6•mC ml. Mr welt see trlwy • a 2.6 D.m1w An~_ O f O Framing Plan No. 3 POAeN eROTN CO.ICAETE GIRDER SUE GRADE PIER SUE Or L1INSER 4'- Cr t'- 0• 10• 4 a 4 D I. LOtaT rt'** T®G Plr"ad r C P6g9.4 Valet I � era Idol v n • a. fw P w n toes Oreo .4 Giro. O jn A =a assualsou w Ra Ml.ama '2-160 ga. a. X22 6 Do" mom ®ia . G-ot. la.b cote pupa Alloeat- Froming Plan No.4 PORCH vISFINCDa1CR,T. GRDER SIE GRADE PIER SIZE Er.ae Las Or LLMMER IC' 4.4 O.F. STD IO'•0' 12' 4.4 D•F CCIBT Frm.:g dip "th "e. d jag. '�• 3.6 oSila Cloth loo.! tip aQ 3� Opo MY .col 1�m_e1 urea. grow wast. • SO• 4, w.Mr •" r 2. rwaM l Clew etalae �� OaNdrvYO p. .OLtM• 1 HDT[ : r Pte, "I Iran Tr. waw of lrru gree Iar 2 Z al 3'-0• as 4-001 of rlrn w0 e.. mals", 2.4 • Cr-Wai.. u.eP.ia/ spa h.• gobs•,, Ir "I Pte "plate .rIL %-*A Ddb Gogh41arnM1 Id Ie /all Itrpl/ D4 .ay. F -ug - bo.2 .oaao, alar rs..0 pal - saolor NOT Rme/rep gra ow 'going 1. - e.M a.<,w it Ya. Ism 3,0.cm. •to. 0r04. fr rgil,twsl.wtt.a MeuY w at0SILENONE /NCO Arte pee PI. P2. Ml.m I eet.a 4-160 acaaaa.rY =I 2•Y Wr• rvoz to ts�a^meta /4 Oat ba J • Emnv.b Ptiy O 1 tF ibt PSL^ g• / DOST TO FOOTING CONNECTOR i Intermediate Post Moog Corner or Bracing Post 50GO 1 MCOog ..d I=.y .CII m ralelled e1 too aragrs tea 0 afs wlsGooim. past. at 24- •� .f. \ yRl,y� 4. 4 PMICO44 ga agsibla_J� 4 Po WNST Samoa at 6'-i•ac a.t a. SC. • e.0 3=teat. for 42•.011 r Par GPM" er..e a ir0etq 2. 2 Rua.. ane .ems (G+er a so ei spas locefm (PMI m la a•.aas a- 6.1.ate al mfr e Sown a Frrloo ph. -pup Iot.r.n o mows G, frarmq so" Rad Is lylt to a Gomm j ►..l -Na .ae o seew-a 1-2 �2aR /nNa Ra.2 Aeepmc6 r D.F.1 �a. �y 4a Grr SECTION RET PEEN 1'0373 .sa.ererg 2. atocaaf ` 0 Err a4 Was+ X•Y.y a .4 sae awe ars pts Seco • 7:6• 6 • M Seib Sam tee 4tl• X' lane - 4.1. ' .1 a.la1 . 4• awls DESIGN ASSUMPTION; I .•. �' Alternative U F✓ L•.. LAW- 40Pat Stairs taUSWgo" . 12•.LOGOwan �:Ll.. fARDEH Rail La • 20 M1 of tam N roil Is." Lege • IS Pat •o sairvq P-- bell 6r4q Aa . 0000 MI 1 -".AQ • tSOmprltlaasrdl O CO4ala bt/se01P- 2000 a.. 26 sort D F.. Do.*ma re m STD. Slre COMM • Casts" Paas.aulDE Claw•. Pae Railing .ERPFNmaR.AR S poINY •+w Iar bol..atl.os STATE OF CAUFORNIA DIVISION OF CODES AND STANDARDS Mobilehome 0•Porch DEPARTMENT OF HOUSING AND COMMUNITY n0vm OOMPINIT °"'• . Aare' ` "'` I Saw 1: Par teal 4. Go" Er.ae Las a i' 4.4 O.r o STD Pow o Ei.poY pr S- add Woman .I a•Y/al arletl ase .a e 0.0_ Gree'ON' Section a. 4 a Egos ryee,l1' J � a 6irom °bas 16 qa CaI• walal ; A • \ • -� / 4 _ f!e sow.wgn a.M data i .rt- . Ia3 dem if • ' ta.arm lawgta a tR4 0p.. r .seas 36'.--r 1.3 trate J$. ..•140� I Pool /e �4 / 1 @ •� Rw•os>a eWl Clog 70 cora n 4-160 acaaaa.rY =I 2•Y Wr• rvoz to ts�a^meta /4 Oat ba J • Emnv.b Ptiy O 1 tF ibt PSL^ g• / DOST TO FOOTING CONNECTOR i Intermediate Post Moog Corner or Bracing Post 50GO 1 MCOog ..d I=.y .CII m ralelled e1 too aragrs tea 0 afs wlsGooim. past. at 24- •� .f. \ yRl,y� 4. 4 PMICO44 ga agsibla_J� 4 Po WNST Samoa at 6'-i•ac a.t a. SC. • e.0 3=teat. for 42•.011 r Par GPM" er..e a ir0etq 2. 2 Rua.. ane .ems (G+er a so ei spas locefm (PMI m la a•.aas a- 6.1.ate al mfr e Sown a Frrloo ph. -pup Iot.r.n o mows G, frarmq so" Rad Is lylt to a Gomm j ►..l -Na .ae o seew-a 1-2 �2aR /nNa Ra.2 Aeepmc6 r D.F.1 �a. �y 4a Grr SECTION RET PEEN 1'0373 .sa.ererg 2. atocaaf ` 0 Err a4 Was+ X•Y.y a .4 sae awe ars pts Seco • 7:6• 6 • M Seib Sam tee 4tl• X' lane - 4.1. ' .1 a.la1 . 4• awls DESIGN ASSUMPTION; I .•. �' Alternative U F✓ L•.. LAW- 40Pat Stairs taUSWgo" . 12•.LOGOwan �:Ll.. fARDEH Rail La • 20 M1 of tam N roil Is." Lege • IS Pat •o sairvq P-- bell 6r4q Aa . 0000 MI 1 -".AQ • tSOmprltlaasrdl O CO4ala bt/se01P- 2000 a.. 26 sort D F.. Do.*ma re m STD. Slre COMM • Casts" Paas.aulDE Claw•. Pae Railing .ERPFNmaR.AR S poINY •+w Iar bol..atl.os STATE OF CAUFORNIA DIVISION OF CODES AND STANDARDS Mobilehome 0•Porch DEPARTMENT OF HOUSING AND COMMUNITY n0vm OOMPINIT °"'• . Aare' ` "'` I