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065-171-045
I David Roberts 65-171-45 (Certificate of Compli/ance� �2�/119/85) 065-17-1-045 #98-1937 j JOHNSTON, BUD' �/ �� 6468. ELMWOOD MAGALIA EXECUTIVE HOMES . MH PERM FND �fA^ �n 065-171-045 ;#98-2042. JOHNSTON, BUD 6468 ELMWOOD DR.ALIA UNKNOWN 0 a n 0 0 0 t F 065=171-045, #98=2042 JOHNSTON, BUD RESIDENT I.. 6468 ELMWOOD DR. MAGALIA UNKNOWN r PRI GARAGE PERMIT NO. PERMIT EXPIRES OWNER CONTR. ASSESSOR PARCEL LOCATION 9 CHECKED SRA BY FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. ,SPECIAL INSPECTION ITEMS VERIFY Temp. Power Pole Called PG&E Temp. Elec. Service Called PG&E Temp. Gas Ser Called PG! JOB FINALED Signature V=OK 0 = Not OK =Not Applicable Not Ready 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) S. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap; / /"Ll t. / /Nat. or/ M -1t./ /LPG 7. Well Clearance & Disconnect 8. Utility Clearance 0 f; Shthg-Roofing 1V Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements- Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH TestCrossovers-Breakers-Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/0 to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert of Occupancy 12. Permanent Foundation Only: License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, C VERS, CARPORTS, GARAGES lana OK except #'s ing Requirements -Setbacks -Easements tings; Soils-Size-DeplhSpacing-Connectors-Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rttrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Ca s; Windows -Doors 7 ecfric Sils-AnchorsStuds-Rttm-Trusses Siding; Nailing -Veneer -Stucco -Mesh 0 f; Shthg-Roofing 1V Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Date _ fj 4 Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pod Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI S. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/6 -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/S Circulating Equip. -Pod LBhtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ✓ = OK O = Not OK - = Not Applicable ' = Not Ready Date UNDERFLOOR (Plans) OK except #s 1. Zoning-Setbacks-Easments-FloodSlope 2. Ftg., Main; Soils-Elec. Gmd.-/ /" Ftg. Depth 3. Ftg. Garage; Soils-Steel-Elec. Gmd/ C Ftg. Depth 4. Ftg. Porches & Decks; SoilsSteel-/ /" 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/0 -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 -fins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Cana B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sure & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size B es & No. of Conductors Stapled 26. Romex Installed 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 AI 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 -Meth. Epuip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'a 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Fumance-Vent Access -Comb. Air -Return Air Vent 115 outlet 39. 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 (Plans) OK except #s 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing RESIDENTIAL (Single & Duplex) Date Kit. Fixt. & Appliance; Ground. -Air Gap -Cooking Clearance FRAMING (Continued) Elec. Outlets & Recepticales at Kit. Counter 46. Hangers -Post Caps -Anchors -Connectors 75. 47. Cling. Joist-Rftr. Ties-Purlin-roff Brac.-Truss-Shting.-Rfng. Wtr. Htr; Vents -Clearance -Comb. Air Connector-P.R.V. In Garage; Above Floor -Meth. Protection 48. Fireplace Ties or Type A Flue -Fireplace Throat clearance 78. 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 80. 50. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 51. Garage Fire Protection Framing W. 52. Property line Firewall & Openings A.C. Unit Disconnect, Electrical -Plumbing 53. Ext. Doors -One 3 -Check Garage 3rd Story, 2 Exits 86. 54. Stairs; Width -Headroom -Rise -Run -landing -Fire Protection Exterior Elec. Trim, G.F.I. Receptacle -Underground 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 89. 56. Siding -Nailing Veneer Corrections from Previous Inspections 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access Water & Sewer Connected -C/O to Grade -HD Approval 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls: Nailing -Bolts 60. Brace Interior / Exterior Wall Panels Card B-1 Date Card B-1 61. Insulation-',/Valls-Ceilings Date 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace; Vents -Clearance -Comb, Air-Conector- In Garage; Above Floor -Ducts -Meth. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground. -Air Gap -Cooking Clearance 73. Elec. Outlets & Recepticales at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr; Vents -Clearance -Comb. Air Connector-P.R.V. In Garage; Above Floor -Meth. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (G.F.I.)-Romex Protection 79. Insulation -Foam -looked in Attic 80. Guard rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 82. Following Instld./Drive 0 Yes 0 NoNValks 0 Yes 0 No/Planters 0 Yes 0 No W. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throught House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 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: L) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive Oroville, California 95965 • Telephone (530) 538-7541 PER No. (REV.12/96) APPLICATION AND PERMIT �" 2-04 ASSESSOR PARCEL NUMBER 065-17-1-045 W!1AWP BUILDINGPERMIT OWNER JOHNSTON, BUD T97"f!6273 SO. FT. OCC. BUILDING VALUATION OWNER?7-pO2 1248 U 22,464 6 C 1,248.00 CONTRACTOR'S IME T LEPHONE 17' 430-3 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 23, 12.00 ARCHITECT OR ENGINEER LICENSE NO. —Fling Fee $ 20.00 Permit Fee $ 243.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 157. 5 BUILDING AD=8 ELMWOOD DR. Energy Plan Checking Fee $ MAGALIA PERMIT FEE $ 420.95 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other DETACHED QARAGE 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: NEW PRIVATE DETACHED GARAGE Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home IS I G W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 600V OR LESS Main Service 20."0.. " OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.P 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 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. ❑ I 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 with those provisions. Date gnature of Ap n - Owner ❑Contractor ❑ Agent An OSHA of' 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. DWELIJNo OCCUP. 3.5Q so. ( ORREW a" T MuicTcou�rLEsr NON•RESID. @7.50 OWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup.OUTLET OR FOLTURES 820 @ I.00 Ex. Occup. ..ED s RES D.OE0. 1 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ o c co T T. TOTA FEE HA2 p�Fy� IMP FLooO CDF PARC Po HD ISS �.. This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated��� indicated above for which fees have been paid. aD By Dite T4 PERMIT EXPIRES ON De Receipt No. 250499 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT I COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive Oroville, California 95965 •Telephone (530) 538-7541��` P}Earv}L No. (Rev. 12/96) APPLICATION AND PERMIT �- ASSESSORPARCELNUM8E _ -- V z w"a BUILDING PERMIT OWNER13 �T Y1 c�"-0• SO. FT. OCC. BUILDING VALUATION WMAILING. ONERS MAILING ADDRESS .e -t, *a 9ONTROrFMA'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fire lace Total Valuation S ARCHRECT OR ENGINEER LICENSE NO. Filing Fee S 20.00 Permit Fee $ ,. 60 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan CheckingFee $ suLDwoAooREss Energy Plan Checking Fee $ $ PERMIT FEE S LAT NO. SUBDIVISIONS NAME V PARCEL PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other sP� 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 A Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200AOOR Ls 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license Is in full force and effect License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that 1 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. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project ❑ 1 am exempt under Sec. Business and Professions Code for this reason 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 Main Service 200A TO LoaoA 46.00 NEW CONST. DWELL1q OCC P. so OR ADDNs. a ACC. BLAS. NOWRESID.EW MULTI -OUTLET @7,50 P,0 APP=US a LNOLE 0LmEt as Ex. Occup. ovnETOR M -TURES Bw Ex. Occup. u ESLD.)0 APPLNS 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE _ MECHANICAL PERMIT Fling Fee 20.00 Heatin Cooling Hood 6.50 Ventilation PERMIT FEt $ Policy Number (The above sections need not be completed H the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit Is Issued, I shall not employ any person In any manner so as to become subject to workers'1111L compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over So' deep and demolition or construction of structures over 3 stories in height Mobile Home Installation Fee $ Energy Inspection Fee $ CONST. TYPE TOTAL FEES o (� VThispermit D FE6 IMP aooD coP PARCEL PO Ho IssuE is hereby issued under the applicable oeutte County Code and/or Resolutions indicated above for which fees have been By Date PERMIT EXPIRES ON provisions to do work paid. ro ReceiptNo. WHITE •D.D.S.•B.D. CANARY ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT �,,: - � •A��".Y'S-r�1,. �`"j--�• r 7'.,r i"7filt � '�lY7tiJ1.'�1'�`^/lif^� COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR ASSESSOR PARC ER: Proposed Buildmg Use: QA w d,jog6a.Re Building Inspector: QV4d,, Date: At time of permit applichtion, I was addvvisedsthe following data must be submitted prior to permit proces ing and/or issuance: Date Received By ❑ 1. All items have been submitted -------------------------------------------------------------------------------------- E12. Plot plans, 3/4 sets, signed by the preparer of plans. ---------------------------------------------------- 03. Complete plans, 3/4 sets, signed by the preparer of plans. --------------------------------------------- 114. 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!--------- 116. -------- ❑6. Energy Design Compliance and supporting documentation. ------------------------------------------- 117. 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 ---------- 0 10. Fees of $---------------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule. ----------------------------------------------------------------- &0&12. California Department of Forestry plan approval/fees. { ' - ---`---M A -PID �� �---------- 13. Flood elevation certificate. ----------------------------------------------------------------------------------------- NVC1 4. Sanitation and plot plan approval �(Z Health Department. ------------------------------------------- 15. City of Chico plumbing permit. ----------------------------------------------------------------------------------- ❑ ❑16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- ❑ 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). --------------------- ❑ 20. Pre -inspection for required Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). ---------------------- =------ ❑22. Workers' Compensation carrier and policy number. ----------------------------------------------------- 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner EI) - ------------------------------- 024. Letter of signature authorization.-------------------------------------------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. 6. Letter of intent on building use. -------------------------------- 027. Manufactured Home utility clearance. ----- 1128. Existing violations and/or expired permits. 1129. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ a� J v. Other: ! Qk CA •vrvf-.Ly.� (Date) When you issue the permit, process as follows ❑ Mail to owner, ❑Mail to contractor. t .s OTelephone and hold for pickup at office. ❑ De 'ver with inspector. Applicant: QL" Date: ? /0 - Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution ate: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: _ lan 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, own w ad ' d of the aboveuired data by 13phone, ❑ mail, ❑ Bail ' visie counter, by Date: Plans reviewed by: Date: ii 1 Plans approved by: Date: Sets of plans on hold A ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. _Fair, TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE ONLY Plot Plan Attached Floor Plan Attached-� Sent to B.D. `1 0--4g 44&5 C/ wv:n/ loS ' / -71 -- Qq S- . qS- . Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public __&V Private Well Clearance for �:;;v y. Othe IIAcl dA(e&J sem-a��, n&w '4n 3 6� �06i le , Hold final for: Final clearance O.K. for: NOT Ad i..tw S /, F .S�K�a+� {rtr�/!�!G-►+k��Ea� -h-��r c� . Environmental Health Specialist Date E -IME. OWNER -BUILDER VERIFICATION 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 HAVE NOT O signed an application for a building permit for the proposed worn, I have contracted with the following person (firm) to provide the proposed construction: NAiv1E: 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: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTYOWNER: SOCIAL SECURITY NUMBER:__ DATE: 9 Go- 9,k NOTE: This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed Md returned to our office before we are permitted to issue the permit. MEMO, I OWNER BUILDER INFORMATION I 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-buildee, you are the responsible party ofirecord on such a permit. Building permits are not required to be signed by property owners unless they are personally perforaiiag 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. r ,; .;:.:.:..; If you plan to do your own work, with the exception of various trades that you plan to subcontract, youihould be aware of the following information for your benefit and protection: , . ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (includingmaLeAials 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. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and-y-64hm' e;.. subject to several obligations including state. and. federal income tax..withholding, federal social securitytaxss`.= " workers compensation insurance, disability insurance costs; and unempidy,ment "c9mpensation contributions.:'=f:" . ♦ There may be financial risks for you if you do not carry out these obligations; and'these risks are especially`serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service',(aad, 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 "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building . permits are not required to be signed by property owners unless they are performing their own work personally.- * - - Information about licensed contractprs 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" bn 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. +irely, Vi ira,C.B.O. uilding Inspection NOTE. This Owner-Builder.Injormatlon is required by Section 19830 of the CalViornia Heaftli and Safety Code OVER COU OF BUTTE - DEPARTMENT OF DEVELOPM SERVICES OWNER'S STATMENT OF USE;. DETACHED ACCIRSORY BUILDING PN: ONE: BUILDING PMT. # © (off _ III ^ 045 i R OWNER: G UJ J- V41 r J 0 /J dJ'71-V—� PHONE: 1— 4 27 -3- MAIL MAIL ADDRESS: 5- D IZ,(, e S SITE ADDRESS: ? PROPOSED USE:�fl_� PLEASE ANSWER QUESTIONS 1-20. PLEASE EXPLAIN YES ANSWERS (2-18) IN THE SPACE PROVIDED ON THE REVERSE OF THIS FORM. (PLEASE PRECEDE EACH COMMENT WITH RELATED QUESTION #) GENERAL INFORMATION: 1. Is there a primary dwelling on the property? Yes: 9C' No: 2. Is the structure already built, under construction, or under notice of code violation? Yes: No: 3. Will items produced in this building be offered for sale? Yes: No: 4. Will the public have access to this building? Yes: No: X 5. Will any advertising, on or off site, be associated with the use of this building? Yes: No: ><-- 6. Will this building be occupied at any time as a sleeping quarters? Yes: No: x 7. Will this building be occupied at any time as an eating area? Yes: No: X- 8. Will this building be occupied at any time as a cooking area? Yes: No: X -- C9. 9. Will this building be occupied at any time as a living area? Yes: No: SITE CONDITIONS: 10. Is the structure foundation within 5' of septic tank or 10' of leach lines? Yes:_ No: 11. Is any portion of the proposed structure located closer than 20' to your front property line? Yes: No: 12. Do you plan to add a driveway or modify existing access to a county maintained road? Yes: No: x_ 13. Will the proposed structure encroach within any recorded easement? Yes: No: CONSTRUCTION FEATURES: 14. Will this building have insulated floor, walls, or ceiling? Yes:_ No: 15. Will this building be heated or cooled? Yes: No: _ 16. Will this building have a water closetttoilet? Yes: No: 17. Will this building have a sink? Yes: No: 18. Will this building have a water heater? Yes: No: x 19. What type of floor covering will the building have? 20. What type of wall covering will the building have?' ADDITIONAL INFORMATION: r I hearby affirm under penalty of perjury the above infromation Is true and correct. I understand that any changes to the use, or character of use, of this building will require permits from the permitting authority. I understand that Real Estate Disclosure laws require disclosure of this information if or when offered for sale. �l O_ OWN9rS iIGNA5ft DATE OWNER'S SIGNATURE DATE FOR DEPARTMENTAL USE REVIEWED BY: DATE: COMMENTS: ummxa t Sep -16-98 07:43A EXECUTIVE HOMES 530 891 8753 P_01 - i ek lift Ift EX CUTIV Ow Planning Division 191-4. HOM S SEP 16 1998 Oroville California 3042 Esplanade • Chico, CA 95973 • (530) 891-092 FAX COVER SHEET Date: Company: Fax: ,� ge— 7 7X.s--' � Phone: " From: Kathy Leveroni Fax: (530) 891-8753 ,M Phone: (530) 891-6992 Total pages including cover page: lift lv S"^ 17/ —e)7/S' . SJ �;'.r � ��. � _ �.. � •fir r .� 'j,- •.�. ' *. 4KM; l 7 is t , w , rt ,. . � ..� may. • y'w �.. ... ..-!w•-)., ... i' ... e� • 5 ,r .•:, it t.. r. FIA r • .., { � yt ref• _ Vit. � ...-r 't rf' Ac t' 4 r it Sep -16-98 07:43A EXECUTIVE HOMES 530 891 8753 P.02 October 9, 1997 3 _;% li - DEPARTMENT OF PUBLIC HEALTH DIVISION OF ENVIRONMENTAL HEALTH ID19.8 County Canter Drive 411 Mein stmt 7 County Cantor Drive Oroville. GA 85803 P. O. Box 5304 OroviOe. CA 95905 TEL (916) 598-7282 Chico. CA 93927 TEL (916) 538-7281 FAX (9 16) 538.2165 TEL (916) 891-2727 FAX (916) 538.2140 FAX (916) 89548512 Wilbur & Valerie Johnston 5082 Lago Vista.Way Paradise, CA 95969 RE: VARIANCE REQUEST APPLICATION: Watershed Protection Zone (WPZ) Sewage Disposal Ordinance Requirements Lot 45 Firhaven Subdivision, Elmwood Drive', Magalia, AP# 65-171-045 Dear Mr & Mrs. Johnson: On October 2, 1997, members of the Watershed Protection Zone Variance Committee convened and conferred on your variance request. It was the committees unanimous decision to grant you a variance from the net usable area requirements set forth in the WPZ sewage disposal guidelines. Therefore, you will be permitted to construct a septic system for a three-bedroom mobile home and detached garage on the subject property. The variance approval is based upon the following findings of fact and subject to the stated conditions: F�.ladi.nas . >k -r. Find that the applicant's lot, in fact, drains to the Butte Creek Watershed, not the Firhaven drainage (PID Watershed). 2. Find that the proposed development (three-bedroom mobile home and detached garage) meets 76% of the minimum usable area requirements without a variance. 3. Find that the proposal meets standard zoning (single family dwelling) and sewage installation requirements Groom for original and replacement leachfield sites). Condition of Variance Aggroval 1. All development of this property shall be under County permit and no structures other than those on an approved plot plan will be permitted. A CLEAN INDOOR AIR ENVIRONMENT FOR A HEALTHIER TOMORROW ;,t .. r.y ,- t � ',7 •.. .. .. , �'a r f ♦ + ., -_ r<. f 4J. s ..A , a! f3 : 1 a14T 7t Sep -16-98 07:43A EXECUTIVE HOMES 530 891 8753 P.03 Wilbur & Valerie Johnston Page 2 October 9, 1997 The Committee's decision concerning the variance application stands unless appealed to the California Regional water Quality Control Board, Central valley Region. If you wish to appeal this decision, please notify this office and we shall forward an information packet to the Regional Board office. If you have any further questions regarding this matter, please contact the Chico office listed above between the hours of Sam and 12pm or 1pm to Spm, Monday through Thursday. Very truly yours, 44— Michael Huerta, Supervising R.E.H.S Division of Environmental Health MH/gl/land/johnston.var cc: Steve Felte, Paradise Irrigation District Charles Benedict, Upper Ridge Coordinating Council Tom Reid, Director, Butte Co. Env. Health Dept. RESIDENTIAL PLAN CHECKING GUIDE SINGLE .,FAMILY, DUPLEX AND MISCELLANEOUS ONLY OWNER: �? �h Vl �C91� BUILDINGP ER: • `1 n S PLAN CHECKER: fyU W GENERAL: Zoning requirements: (side yards and number of peiTititted living units).. Valuation. X" Plans signed by designer. le Proper description of work on application. f.% Existing violations on property. Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.). , Recorded notice of violation. PLOT PLAN: Complete parcel size and dimensions. ,2: Setbacks, side yards, easements, etc: F .31" Other buildings or structures. ; _ ;,... "`';wP_ , Grading, fills and/or drainage. Flood hazard. Special conditions on creation map (Noise, SA.A., Fire Sprirwdr§, Water Tender, Trees, etc.). F.A.U. & F.A.S. road setback. Building or utilities across lot lines (Record form). FLOOR PLAN: Complete to scale plan with dimensions. Required windows for light and ventilation (Section 1203). Required windows for second exit (Section 310.4). Skylights (Section 2409 & 2603.7). / Glazing in Hazardous Locations (Section 2406). ,K Required room sizes, ceiling heights (Section 310.6). 7. G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.E.C. 210). 8. Lights, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. 9. Location of water heaters, heating and cooling equipment, other electrical or gas equipment. 10. Garage firewall, door size and closer (Section 302.4). 11. • Minimum of one TO" exterior door (Section 1004.6). 12. Fireplace and wood stove location, alcoves and clearance. 13. Smoke detectors (Section 310.9.1). 14. Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS: 1. Conventional Construction - Unusually Shapedd Buildigs (Section 2326.5.4). Standard bracing or engineer estgn echon32 2-6.11.3): Clerestory requiring balloon framing and/or engineering. Three story building requiring engineered calculations and plans. 5. Foundation plan complete enough to construct building. 6. Floor construction details complete enough to construct building. 7. Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. 9. Rafter ties or bearing ridge beam. 10. Fireplace construction details and calc. if necessary. 11. Garage door and/or porch header sizes. 12. Stud heights. X13. i Adobe soils - special foundation design. Retaining walls requiring design. Special Inspection requirements. le Header size. June 1997 3,2 X Stairway details: landings, rise and run, head clearance, handrails (Section 1006). Guardrail details (Section 509). ,,Y—' Brick or stone veneer (Section 1403). ,4� Exterior plaster - weep screeds (Section 2506). Proper roof pitch for roof covering (Section 1501). ,6' Roof covering type - (fire hazard). Foam insulation - protection. ,8! 36" halls and%tairways. A"' Living area over garage - complete 1 -hour separation required on garage side including supporting walls and'posts. 1A� Two exits on three - story dwellings (Section 1003). ,H. Underfloor access and ventilation (Section 2317.7). 12. Attic access and ventilation (Section 1505). 13. Combustiodair for fuel burning appliances - L.P.G. requirements. j<}! Noise requirements on duplexes. d� Energy design. � Flashing at all exterior openings. L . C.D.F. responsible area requirements. -i. - Automatic Fire Sprinkler Systems (Section 310.10) - �19` For Inspection Jacket: Flood Hazard/Elevation Certificate r SRA Requirements Special Inspection Requirements Automatic Fire Sprinklers 11 1 II June 1997 3.2 II �1 Date: September 16, 1998 - -'suite Count LAND OF NATURAL WEALTH AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 Permit Applicant: Bud Johnston 5905 Oliver Road, # 2 Paradise, CA 95969 With reference to the above subject, attached is: Permit Number: 98-1937 Assessor Parcel #: 65-171-45 [X] Plan Check L1St [ ] Red Marked Calculations [ ] Red Marked Plans [ ] Other Action Required: / [X] Comply with Plan Check` List [ ] Resubmit Plans with Revisions As Required [ ] Return All Original Materials. and Revised Plans to the Building Department [ ] Other Should you have.any questions, please contact this office at the address or phone number listed above. Sincerely, Martha Whitney J 0 Date: September 16, 1998 Permit Applicant: Bud Johnston 5905 Oliver Road, # 2 Paradise, CA 95969 Permit Number: 98-1937 Assessor Parcel #: 65-171-45 The above referenced building plans were received by this office. Provide additional information and/or make revisions to plans, specifications and calculations as follows: Provide manufactures specification for strucjoist as ceiling joist. Is there to be a ceiling in this garage? trLt-cj0i-7--+ @ 4IIz rMA44-f be ZS 5crc.5 I `b � pY t► -71$ 3s -t..eris&rl-- �t''o •c - Revise Ie ters - owylw�- saad 9-;e �r� Trw� a�ooKe to.-I•gb POA ,2! You have`la "shear wale' scciedule on plans which should be a "braced" wall schedule and then you contradict requirements on Section notes. Hard board panel siding used for bracing requirements calls for 6d common nails 4" o.c. edge and 8" o.c. field. Set backs shown on this plot plan differ from set backs shown on permit for mobile home. Please be aware of Fire Department requirements if you are less than 15' from any property line. Health Department did not clear garage when they cleared mobile home. Contact Chico office of the Butte County Health Department for clearance. A watershed protection plan is required for this project. It must be done by a �• licensed landscaped architect or engineer. (This requirement was relayed to contractor for mobile set.) 11--)laz� ,A" Roof must be supported by braced wall lines on all edges with exception per UBC. You have a section of the roof that is not supported on any edge and does not meet exception to code. You may re -design or provide lateral analysis of this area. Pier owre-r to.(P.qb EI,nw,..,. over If building is to be insulated show on plans. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4.00 P.M., Monday through Friday. Martha Whitney PRC'OECT PROCESSING ORD APPLICANT: OWNER' PERNM 1: A. P. #: WORK DESCRIP'T'ION: -------------- J DES CRIpTION OF STEP v 0 V COUNTY OF BUTTE k BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE ER 64/7__ PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. CD Oft of v Dow 7` 2 IOD�e.) ,Z.) 2( 2U C-1 - J-0 sI" XT r kG«�fa D /toc.(Vol - Do 3-r / !h S 4 %Eo—&W A N Q /Q,4< -t �r�i .rY/•c�� civ%Q � � !� Date -2 Inspector REV 10/92 . --- ,. . _ . s-%S__ I COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE 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 completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date Inspector REV 10/92 I 065-17-1-045 #98-1937 RESIDENTI L ::_ JON,NSTON, BUD k 6468 ELMWOOD MAGALIA EXECUTIVE HOMES MH PERM FND /�7- PERMIT NO. PERMIT EXPIRES /OWNER i -CONTR. c ASSESSOR PARCEL .LOCATION f N CHECKED K SRA BY FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. # SPECIAL INSPECTION ITEMS VERIFY Temp. Power P i' , OFFICE COPY ICalled PG Address 'temp. Elec. S GAS Called PG Mete�B�? Bete FF ELECTRIC 1' Meter By Da� Temp. Gas Sel Called PG&E — JOB FINALED (Date) j1 Signature V=OK O = Not OK NottReady MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements - Setbacks - Easements 2. Soils; Special MH Support Sketch 3. Sewer; Locabon-Test-Fall-C/O-Concrete 4. Water, Location Test -Easement Needed`(Sketch) 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap; / JUft. / /Nat. or/ PL"ft./ /LPG 7. Well.Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card•B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plansl OK except #'s ing Requirements- Setbacks Easements gs; Size -Spacing -Marriage Line GwMH Test -Demand -Valve -Connector rjt!ElSWcity; MH Test -Crossovers -Breakers -Clearances CB(Uraln:-MH Test -Fall -Flex Connector 7L._IN3%r aad-Sewer Connected -C/O to Grade -HD Approval q5,�as and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. gpn of 9_gcwpancy nent F updation Only: License Decal G D e (O Card B-1 4 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils-Size-Dep"pacing-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 -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; CompacfionStructure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/6 -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5 Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ✓ = OK O = NotOK - = Not Applicable = Not Ready Date UNDERFLOOR (Plans) OK except #'s 1. ZoningSetbacks-Easments-FloodSlope 2. Ftg., Main; Soils-Elec. Gmd.-/ P Ftg. Depth 3. Fig. Garage; Soils-Steel-Elec. Gmd/ P Ftg. Depth RESIDENTIAL (Single & Duplex) 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing Date 4. Ftg. Porches & Decks; SoilsSteel-/ N 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 Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 9. D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test Garage Fire Protection Framing 10. UF. Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 52. 11. Water Pipe; Test -Anchors -Regulator -Service Test 53. 12. Electric Underground 54. 13. Pienums & Ducts; Clearance -Material -Support -Ins. 55. 14. Girders -Sills -Anchor Bolts -Joists Vents-Crippies 15. Access & Ventilation 16. Insulation 58. Glazing Area -Glass Protection -Skylights -Plastic Date 59. Card B-1 Date Card B-1 Date 60. Brace Interior / Exterior Wall Panels Cana B-1 Date Card B-1 Date Insulation-'Walls-Cedings PLUMBING (Permit) OK except #s 62. 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection Card B-1 Date Card B-1 20. Shower Pan; Test, First Floor -Tub Access Card B-1 Date Card B-1 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sae & Anchors 63. Ext Steps -Door & Sidelight Protection -Landings Date Smoke Detector Card B-1 Date Card B-1 Date Furnace; Vents -Clearance -Comb, Air-Conector- In Garage; Above Floor-Ducts-Mech. Protection Card B-1 Date Card B-1 Date Bedroom Exiting ELECTRICAL (Permit) OK except #'s 67. 23. Fixture & Transformer Clearance -Ins. Protection 68. 24. Elec. Receptacles Spacing -Lights & Switches at Doors 69. 25. Size Bo es & No. of Conductors Stapled 26. Romex kstalled 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 GF] 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 30. Range Circ. / / ga Cu or AI -Oven Circ. / / ga Cu or AI Insulated Neutral 0 Yes p No 31. Service -Riser Conductors & Ground -Main Disconect 32. Equip. Clearances Panels-Motors-Mech. Epuip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector 79. Insulation -Foam -Looked in Attic Date Guard rails & Deck Construction -Post Caps Card B-1 Date Card B-1 Date Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor p Yes Card B-1 Date Card B-1 Date Following Instld./Drive 0 Yes 0 No/Walks Q Yes Q No/Planters 0 Yes 0 No MECHANICAL (Permit) OK except #'s 83. 35. A.C. Ducts Insulation & Support 84. 36. Vent Fan, Exhaust above insulation 85. 37. Condensate Drain & Overflow, Size & Grade 86. 38. Fumance-Vent Access -Comb. Air -Return Air Vent 115 outlet 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 39. Attic Access & Platform if Furnace in Attic Ventilation Throught House 89. Glass Protection 90. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-roff Brac: TrussShting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3 -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior / Exterior Wall Panels 61. Insulation-'Walls-Cedings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace; Vents -Clearance -Comb, Air-Conector- In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground. -Air Gap -Cooking Clearance 73. Elec. Outlets & Recepticales at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr; Vents -Clearance -Comb. Air Connector-P.R.V. In Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (G.FI.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor p Yes 82. Following Instld./Drive 0 Yes 0 No/Walks Q Yes Q No/Planters 0 Yes 0 No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throught House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 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: A,�c6_c. SIIa19� G,�COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIV ON l 7 County Center Drive • Oroville, C2liforniA 95965 • Telephone (530) ��i /) 2_ (Rev. 12/96) APPLICATION AND PERMIT `'� ASSESSO"MT`i'rE'1-045 ZONING BUILDING PERMIT OWNER 5905 OLIVER ROAD #2 PARADISE TELEPHONE7 SO. FT. OCC. BUILDING VALUATION 2669 X 144126 OWNER'S My `�MSTON CONTRACTfttMIVE HOMES 7891.6992 cONTRACT�f}°S�Ay{ILI�,gQQjiANADE, CHICO j'�,Li1V CONSTRUCnOJN[}LE�NDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filin Fee $ 20.00 Permit Fee 797 / -fl $ 398.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 22.QQ BUILDING ADDRESS Energy Plan Checking Fee $ $ PERMIT FEE _ 50 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome 6 Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑X Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: MH PERM FDN Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ 65.00 ELECTRICAL PERMIT Fling Fee 20.00 a00V OR Main Service AO.. S 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license ' i full force and effect. c `s7 License Class Lic. No. , NER-BUILDER DECLARA ON 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 PDA TO 1000A 46.00 NEW CONST. DWELLING occuP. OR ADDNS. ( a ACC. S. so 3.5¢x. NON -REBID. MULTI.OUTLET 97.50 POWER APPARATUS a SINGLE OUTLET CIR. Ex. Occu OUTLET OR FIXTURES 20 @ 1.00 SAL @ .50 Ex. Occup. o"D A'.ID.oeA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ 43.00 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. �I Xave 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 workfm' compens on insurance carri r and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number - (The above sections need not be coffpleted if lhe permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued. I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. {� p x ��i'�,g I- ) fC� �C' a e Ll� I Signature of Applicant - ❑ Owner ❑ Contractor gent'l�r An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee I $ occ CONST. TYPE TOT EE $ 4 .5 HAZ. D. EES FLOOD CDF PARC 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 g the applicable provisions Resolutions to do work been paid. ate l ? r D e t�/y Receipt No. G0 WHITE-D.D.S.-B.D. CANARY -ASSESSOR K -INSPECTOR GOLDENROD -APPLICANT Ilk COUNTY OF BUTTE DEPARTMENT OF,DE L( 7 COUNTY CENTER DRIVE - OROVILLB PERMIT APPLICATIC HENT SERVICES - BUILD ,g G DIVISION PA 95965 - TELEPHONE (916 38-7541 DATA SHEET OWNER: - y ^i,, t, 41— �.. ASSESSOR PARCEE NUMBER: 0 17 % -- 0 Sts - Proposed Building Use: Building Inspector: I Date: 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 .-------------------------------------- -__ I ------------------------------------------ 02. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ 03., 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.-------- 05. ------- ❑5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 06. Energy Design Compliance and supporting documentation.---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ❑ 8 - Hazardous Material Form. Of $ Home data and installation instructions includiug- Xiepeesaki ----------------- j`.4 So , t fees as shown on the attached schedule. iia Department of Forestry plan approv, elevation certificate. Sanitation and plot plan approval Health Department. 015.0 of Chico plumbing permit. --------------------------------------------------------------------------------- ❑ 1 . lot plan and business license approval fro th City of Bi gs.------------------------ - -----------=- S%v-�pdr,►tN cl��.+bcrc. tct /ej9�4•,r Icu 7. Plan .app =o for �A) Use: � (B) Parking: OK -------------------------- ❑ 18. ontttaact Land Development �about Improveemenntss,, ❑ Drainage, ❑ Legal Parcel. ----------------------- P W__ Encroachment --------------------- PEEncroachment Permit for driveway (construction approval prior to occupancy). --------------- =----------- ❑20. Pre -inspection for required Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). . r - (Date) 022. Workers' Compensation carrier and policy number. ----------------------------------------------------------- 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- ❑ 4 tter of signature authorization.---------------------------------------------------------------------=---------- 5. ---------5. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- 0 26. Letter of intent on building use. ----------------------------------------------------------------------------------- 9 027. Manufactured Home utility clearance. --------------------------------------------------------------------------- 8. xist' violations and/or expired permittss.. ------------------------------------- ----------------------------- ❑b , ❑Grant Deed, ❑ M.H. Title,; Check to H.C.D $ ��• . --------------- C, -------------- 6X3 U. Other: ------- When you issue the � permit process as follows ❑ Mail to owner, OJ to contractor. 6felephone 8 / (— 97T2- and hold for pickup at L ►'(,t co office. ❑ Deliver with inspector. P(;,Vplican(_' V—\. - 1,—� T, 2 r 0ati,. 'i-, 2 Cl R Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Poll uti . Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Departme , O r: D : 1. Index permit application fo a ove items numbered:: Z ❑Plan Checki LISl ---2. Additional items requiredwaic^►VA vo Contractor designer, owner, advised of the above required data by sKph8ne, b<mail, ❑ Building Division counter, by ate:91 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, o er, was a4ised of the above uired data -by ❑ phone, ❑ mail, ❑ B "ding iv' ' co ter, by Date: Plans reviewed b . Date: . 2 - Plans approved by: Date: Sets of plan on ho ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: 10V Date: Yellow Copy - Department of Development Services, Building Division. Et ARSE ONLY Plot Plan Attached Floor Plan Attached t/ Sent toB.D.%� rw TO: Building Department C I ca FROM: Environmental Health<� SUBJECT: Sanitation Clearance OwndV Location AP# Plan Approved for: Sewage Disposal/- Water Supply: P blic Private Well Clearance for dwelling. Other Hold final for: Final clearance O.K. for: (VOTE: Jc� , ES Environmental Health Specialist Date COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER 9- "l to 4 IA <z q4' Pv PROPOSED BUILDING USE &, f 1. BUILDING PERMIT FEES -- Balance Due ............... -- Additional Fees Due ........... -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ SCHOOL DISTRICT FEES �0.co%tS (paid at District Office) aLfes SFEES (paid at Bulding Division)tdential ........ x $360.00 = $ ?60. Units Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x : = $ #Units Amt. Commercial (sq.ft.) . . x =$ Sq.Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.0 (paid at Building Division) SRA q/�FIRE INSPECTION' AND PLAN CHECK $89.00 (paid at Building Division) �G P (oL' 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 'TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A.P. # �'/ % I — U 9S DATE G �, RECEIPT # DATE REC At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. ' DATEf �C' Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) isx *6P I COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 PERMIT NO. (Rev.12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER ) -O ZONING BUILDING PERMIT OWMER TIELEPMNEZ SO. FT. OCC. BUILDING VALUATION OW9 O ADDREse ` \ yel( . -+a RL Z cos R'8 NAME S 4NE CONTRACTORS MATING ADDRESS ^ I (`••pY CONSTRUCTION LENDER LENDERS MAILING ADDRESS Fire lace Total Valuation S ARCHITECT OR ENGINEER LICENSE NO. —Filing Fee $ 2x0.00 ARCWTECT OR ENONEERS MAILING ADDRESS Permit Feb , $ - rd Plan Checkin Fet5 �3- BUR.DWG ADDRESS �- IOL4 4=9, Energy Plan Checking Fee S a PERMIT FEE S LOT NO. SUBDIVIS16MAJ11AME PAROEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 /S; 4o gas water heater or vent 15.0 -Each TYPE OF WORK New Addition ❑ Remodel ❑ UdGtles ❑ Installation ❑ Other ❑ Describe Work: Q n K YN Q(' Kd • Gas piping system 1 - 5 outlets 15.00 QD Buildin sewer 15.00 / � 6 Mobile Home W 020.00 PERMIT FEE S - ELECTRICAL PERMIT Filing Fee 20.00 Main Service 8800vOR. 2.8 23.00 .� LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is'n ful force and effect �--{ License Class a Lic. No. O b� OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. , Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -Insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is Issued. I have and will malntaln 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' compensatioQ insurance carripr.and policy "mbar are: Carrier 511 Per % o r ma I ID o,_Q V Policy Number NN 0 r0 21a I L4 2.— a (The above sections need not be completed if the permit Is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that In the performance of the work for which this permit Is Issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall y with those provisions. /I '' X_ Dnte '"1 =-Aus,< Signature of App t - Owner ontractor ❑ Agent An OSHA permit is re ulred for excavations over 5'0' deep and demolition or construction of structures over 3 stories in height Main Service xoA TG LOOOA 46.00so NEW CONST. DWELLING OCCUP. 8D OR ADS• a ACC. BLOS. 3.SQFT: NOWAESIO. ANQM_MULT"IR UI TS 07.50 P.0 APPAR W a SNGLE OVRET d0. Ex. Occu OUTLET OR FaTL,AEe TO ®''0° SAL so Ex. Occup. Lrr>t�sAP��IDES NEIL 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE i MECHANICAL PERMIT Fling Fee 20.00 Heating Coolin Hood 6.50 Ventilation PERMIT FEIE $ Mobile Home Installation Fee b Energy Inspection Fee $ OCC coNST. TYPE FEE $ HAZ, D FE IMP FLOOD I COF PARCEL PO NO ISSUE This permit is hereby Issued under of the Butte County Code end or indicated above for which fees ave C__ 3t By IZv / O PERMIE1S,ONa0 �-t- the applicable provisions Resolutions to do work been paid. �j / / R ( ( 9 Date ReceiptNo. 277777777707= WHITE-D.D.S.-B.D. CANARY-ASSESSO PINK -INSPECTOR GOLDENROD -APPLICANT FA =': ... • ,.rr. ti.. •..�-+TQC't-�•�'^._,m�-•�.,�.J`R..�'�..--+....!'�'. _... a.-....�,e,r..,�'�h�.`�stt�..,/}.,,w+w�,.'r....^"'^:r'.st(�.�,:�r+.i�,-r+.-..r-r..-a,...-... .. ,.. w:.. ...'�. I, 1 BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) 1 School District / n,,.. -e d f S e--- Building DepartmRent No. A.P. Number Jurisdiction:City ©, County Property Owner S'' �'n�/1 [•., Property Location/Address C Subdivision Lot No. Residential Development Sq. Footage No of Living Mobile Home Addition (Group R)' Units Installation Commercial/Industrial a Sq. Footage New Addition v (Including Exterior Roofed Areas) 4, A e Building Depart(nent ky- resentative Dat moor rians reviewea Dy acnooi uistnct versonnei) District Identification No. S ` DSchool District certifies that �! � • plicant) (Street Address) (Phone Number) (City) J (State) (Zip Code) has complied with the requirements of Resolution No. representing / square feet. School District Representative Paid by Check # Remarks: by payment of $ �� �,, ci(/• IFBi2926 $ [FULL MITIGATION $ Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the Imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project Is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.x)s (2/97)dmm L, AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 COPY of Document Recorded 10 -Sep -1998 1998-0038612 Has not been compared with original Butte COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides,'and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: The. Qov+h VNoA�- ok- U-� 3�8 V-3h;� �P. CcLI t-�OY'C�� 0.1 CX:- -\Da-P,)2S -6 1 Q s c) LAO n o n *kQk "M SvQ�Di\,riSionq we is r e,CoTci.eA n *Vn.1Z 0{- _ o 38` PROPERTY OWNERS: r. W � F oh �nSto n State of California ) County of�-4'� ) On q Nq O before me, 1/30_tr\6TAl LKS.I� personally appeared W - 9'. J O N VI {— n r personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(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. wrunv Signature ,vP.a otoS — \'11 '-O4S M. Aurn Comm. 91178379 'n NOTARY PUBLIC -CALIFORNIA 1: Butte County %#,My Comm. Expires April 3, 2002 H O M E S SC/17/JUN98 Stone Creek Series Model 7663A Alt. 8 3 Bedrooms • 2%2 Baths • 2,566 Square Feet ,a � i� �A e-1- 7z -i C)_ scl,, IT 1.30NU5 ROOM H O M E S a 4 Yh�D aftch3d Fire Sg� aad G-/ 9-w6c 74' ?K pv-opose<=l -3 z L)C444CAecl 3 C k ov V,14Vz iicao, on Sam t7oAoz] ladoa from ............ . 11 i i. f u Z. J A 6'�t CIIIIJIM, 9 M, lll�tJ)f Q pn, A- A P zo�41q5- i . CDF FIRE SAFE REQUIREMENTS +\h;'7_2) A) 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. [I`] 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-artenant 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. [k] 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-, -o��� 9�—�5'3 7 -7ot4A.)5;7,Qn/ 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. [X] 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 [V] 1. Gate entrances shall be at least two feet wider than the roadway it serves. o� 2. The gates must be located at least 30 feet from the. roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. [ ] 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space. 1. All parvels 1 acre and larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from ul] property lines and/or the center of the road. [X] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. [�] 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction �r f':ial inspection of a building permit. Page 2 of 3 s--17( -p`�� 1V-l53 Jo14J� To4 AP # PERMIT # NAME Other Recruirements [�] If Building Setback is 15 to 30 Feet: - Class A or B roof �Q - Enclosed eaves If Building Setback is Less Than 15 Feet Choose any 3 of the following: - Metal or no doors on side toward property line with insuffi- cient setback - Class A or B roof with enclosed eaves - Interior automatic sprinkler system per NFPA 13D - Glass area not to exceed 110% 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 .-JUN-26798 FRI 07,52 June 25, 1998 FLEETWOOD SALES DEPT FAX NO. 9166626425 Allan Lemley District Sales Manager FLEETWOOD HOMES OF CALIFORNIA 18 N. County Rd. 101 Woodland, California 95776 . Dear Allan: *711A8-27 This letter is to confirm that Fleetwood Enterprises, Inc. has given FLEETWOOD HOMES OF CALIFORNIA In Woodland, approval to modlfy the FLEETWOOD ENTERPRISES, INC, MOBILE HOME FOUNDATION SYSTEM braving numbers A -PR -85 as specified in the attached letters dated June 25, 1998. This approval expires June 25, 1999. I am sure this provides the information you reed; if I can be of additional assistance, please contact me at 909-351-3882. Sincerely FLEE'TwIOOD EN SES, INC. Ornella V. Atwell, P,E. Senior Engineer Housing Group JOVE 11S+o v� 7kP� Oc�S — l`l l—a45 WTT J-• 9 !'}y fir'; y'IC3•y{a>.•4�a" ��: RNe side, CA 920513-7638' 9Q9.391-:l��L 'N'JUN-=26-98 FR I 07:52 SENT BY: June 25, 1998 FLEETWOOD SALES DEPT FAX NO. 9166626425 Ei-�ti-yK g;Od :Nous(nC•Yroduct Ur v,- ro vuNOM it �y �o�ERN OVAS-25 P. 02/07 %r ^/ 7 F. amq.�oa•o uq�oo .igmovulidiw . The following applies to the FLEETWOOD ENTERPRISES, INC. MOBILE HOME FOUNdATION SYSTEM Drawing numbers X -PR -85. FLEETWOOD ENTERPRISES INC. allows the u9e of concrete blocks in place of the indicated metal pier supports or the 4 X 4 wood post shown on the MATING LINE DETAILS and INTERIOR PIER DETAILS on Drawing numbers X -PRS. In addition, FLEETW' OOD ENTERPRISES, concrete stem watt at the INC. allows the.u30 of a maximur�r 6" hi4h ' perimeter.fo0ing of the WOODFOUNDATION SYSTEM tX= PR -85)' when the stern wall is used, the le increased to insure a minimum 7" toff pength of the 112"0 anchor boats must be netmfion into the concreta fgoti . . n9 See the attached draws"ngs for details. oQR��SS�p�' . • . . >"AETvvc?OQ ENT PRISES, INC. ORNELLA V. ATWELL, P. E. Senior Engineer Housing Group Cat:1F athchment • .. PaUR 1 of 5 -- VL7 P.O. Sox 76:ia RNar�Ide, •:.� ii2�,t3-T838 90s-3St•3�'Cc) .JUTS -26-98 FRI 01:53 FLEETWOOD SALES DEPT FAX NO. 9166626425 P.03/07 �ai.•ot• 7:04 :Housing• Produc.x pev... R 4/ • MTING LINE CINCRUE FOOTING. �--- 2 z 6 x 8' BtMK Wli14 WITH FOUR 04 REURS; :=•=c:c s;: SHIFT FOR TIGHT FIT ' LENGTH OF REHAR TO BE' x 8°° z 1 r�' nN n. V LIM THAN FOOTI N6 MhWNRY B=KS xx DIMENSION Z x TREATED WWD PAD 1 !7 EV r DEPTH "D WIDTH PER TABLE I tIATI LINE PIER D F TAILS UTE: THESE DETAILS ARE TO BE U5ED IN CONJUNCTION TO THE REQUIREME. -s . • INDICATED IN THE i=LEE WOOD EN1'ERPRIS£S INC. MO®iLE HOME EOUNDATIq 1 DRAWING ' x—QQ,655 . 7 S u - Y V• 6'. ,. JUN -26-98 FR I 07:54 aAj i csr FLEETWOOD SALES DEPT FAX NO. 9166626425 P,04/07 ti•�d-ytf .6:04 :Housing Product Dev., MATING LINE CONCRETE FOOTI W� = 2 x'6 x 8" BLOCK +�dl'm WITH FOUR *4 REBARS; 5H1M5 tiOR 70GHi' FIT LENGTH OF REM TO BE 6" LESS THAW FOOTING DIMENSION 8LM13 L._ DtM Alio WIDTH PER TABLE I (ALTERNATE F130TIM DEPTH AT MATING LINE) MUTE: THESE MAILS ARE TO BE USED IN CONJUNCTIONTO THE REOUIREMENT-5 INDICATED IN THE FLEETWOOD ENTERPRISES INC, MOBILE HOME FOUNDA►TIt3N DRAWING. Y -PR -65 - JUN -26-98 FRI 07:54 FLEETWOOD SALES DEPT FAX N0. 9166626425 P.05/07 SENT. BY -b:U* :Hous!ng rroduct Uev.-- A b/ 7 t STEEL MAIN PAIL -�--- WWIP WEDGE MIMIM . WEDGE TIGHTLY ••; b -x a,x 16" min. CONCRETE FOOTING •... 2 X TREATED WMD PAD (OPTIONAL) ot:M AND WIDTH. PER TABLE Itl ( CONCRETE BLOCK ALTERNATE) INTERIOR PIER AT STEEL �1�.. �►�[ S J N THESE DETAILS ARE TO HE USED IN CONJUNCTION TO THE REQUIREMEWS INDICATED 1N THE FLEE'T'WOOD ENTERPRISES INC. MOBILE HOME -FOUNDATION- DRAWING. X-PR465 t-•-%�"`i pegs d of 5 t3�,��'�. .� .._ : . •-'JUN-26-98 FRI 07:55 FLEETWOOD SALES DEPT FAX N0, 9166626425 P.06/07 JbIVIIUr' t�-:V—ye, J•V19,.r101$1ng rroauc.;. U?V.— p � WOOD STEM WALL CONCRETE STEM WALL 7* gym.: ANCHOR BOLT IAP MINIMUM PENETRATION IMO COACRETE 6' .(. I Ir DIAM. AmmoR BOLT 'COW,RM F=11w 31ZE PER X -PI$• -6S THESE DETAILS ARE TO DE USED IN CONJUNCTION TO THE REQUIREMENTS INDICATED IN THE FLEETWOOD ENTERPRISES' I.NC: MOSILE HOME FOUN607100 DRAWING X -PR -65. •r'e ' WOOD STEM WALL CONCRETE STEM WALL 7* gym.: ANCHOR BOLT IAP MINIMUM PENETRATION IMO COACRETE 6' .(. I Ir DIAM. AmmoR BOLT 'COW,RM F=11w 31ZE PER X -PI$• -6S THESE DETAILS ARE TO DE USED IN CONJUNCTION TO THE REQUIREMENTS INDICATED IN THE FLEETWOOD ENTERPRISES' I.NC: MOSILE HOME FOUN607100 DRAWING X -PR -65. j ' Mobilehome Manufacturer: n (,+ U -M b Manufacture Year: kq q If other than single wide, furnish Setup Model Number: r9 U (C2= Width:�_(ft.) Length: ( ' (ft.) Tagalong or Expando Size (ft.) x (ft.) On all mobilehomes- manufactured' after October 7, 1973, furnish manufacturer's installation manual and structural setup sheets. FOOTINGS: Wood pressure treated or foundation grade[ ] Other: SUPPORTS: Concrete block[ ] Other: Provide Tie Down Specifications for all Mobilehomes: Pier Footings Sizes and Location SINGLE WIDE MULTIMIDE Line I 1. Liao 2 - Line 2 ................................................................................................ Main Beams Line2....................................................................................:........... e 2 Line 1 Line 3 Line 2 ................................................................................................ Main Beams .................................................................... .................... Line 2 Line I. ..................................................e S Tag or Triple 4 ine 1 Line 1 Piers:. Line 1 Openings Size minimum: x Size minimum: [ ] x [ ]. Spacing maximum: Each side of openings From ends -maximum: with width over: ` Line 2 Piers: Line 4 Piers: Size minimum: x C Size minimum: ] x /'�/ ]. Spacing maximum: Q Spacing maximum: p ` From ends -maximum. / ` ` 3 ` From ends -maximum: d ` Line 3 Roof Loads: JU Size minimum Location (from front): cA Line 5 Roof Loads: Size minimum: Location (from front): ,I ♦I �1 if O 3.t xen Sat X36 oxit, 10) AME COUM OVER WILDING ®EPARTMEN4 PPR I 4 t 1. Owner's Name: 2. Assessor's Parcel Number: d (05- 3. Installer's Name:_- X, C c( 4. Is the site currently under permit? Yes[ ] No[ ] Permit No. 5. Is the site an existing site? Yes[ ] No[ ] (If yes, furnish two plot plans). 6._ What is the electrical rating of the mobilehome?Ono Amperes. 7. What is the mobilehome site circuit breaker ratirig?_QDD Amperes. 8. What is the electrical rating of the mobilehome site? Amperes. 9. Is the main se 'ce remote from the mobilehome site? Yeso No[ ].If it is, what is the rating? Amperes. 10. Is there any other electric load to be, served by the mobilehome site electric service (i.e. well, garage etc.)? Yes No[ ] If•yes, please identify the load and size: A a) The mobile home si e: Load- i�p /+rA-(,..> 9 Amperes- 0 b) The main service: Load- Amperes - 11. Type of gas service at mobilehome site: Natural[ ] Propane None[ ] 12. Size of gas pipe at the mobilehome site . from the meter or tank: 31 L-( 4 inches. 13. What is the gas pipe length from the meter or tank to the mobdehome?a(ft.). 14. What is the mobdehome gas demand? B.T.U.* *(This information is not required if the pipe length is less than 6 feet on natural gas or . less than 50 feet on propane). THE OTHER SIDE OF THIS FORM MUST BE COMPLETED IN ORDER TO PROCESS THIS PERMIT APPLICATION JkME COU - WILDING DEPARTMEW APPROVED May 1995 8.5 RECQ,RD�IG REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVLLE CA 95965 COPY of Document Recorded 18 -Nov -1998 1998-0050164 Has not been compared with original Butte COUNTY RECORDER SPACE ABOVE THIS LINE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COA INSTALLATION ON A FOUNDATION SYSTEM CH, 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. WILBU'A& VA LERIE JOHNSTON REAL PROPERTY OWNER/LESSOR 6476 ELMWOOD DR - MAILING ADDRESS MAGALIA, BUTTE, CA 95954 CITY COUNTY STATE ZIP SAME INSTALLATION MAILING ADDRESS, IF DIFFERENT CITY COUNTY STATE ZIP SAME UNIT OWNER (ifalso property owner, write'SAME') MAILING ADDRESS UNIT DESCRIPTION BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE •ti �vtW1J[(LJJ -- OROVILLE, BUTTE, CA 95965 CITY COUNTY STATE ZIP -1937 530 538-7541 PE IT NO / TELEPHONE NUMBER 11/17/98 SIGNAIPRE OF AGENCY OFFICIAL DATE EXECUTIVE HOMES ---- --z to nor a aceta sate, write "NONE-) 92081 DEALER LICENSE NO. FLEETWOOD 1998 MANUFAC URERSTONE CREEK 766-3A S NAME DATE OF MANUFACTURE MODEL NAMEINUMBER CAFLWI7A/B/C332K13 67'X 39' SERIAL NUMBER(S) LENGTH X WIDTH INSIGNWI.ABEL NUMBER(S) REALPROPEA'rvrcG r DEa'nrv170N ASSESSOR'S PARCEL NUMBER A.P. #065-171-045 THE NORTH HALF OF LOT 398, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "FIR HAVEN SUBDIVISION" WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, MAY 19, 1955 IN BOOK 21 OF MAPS, AT PAGES 31,32,33,34 AND 35. HCD FORM 433(A) REV. 8/91 WHflE - County ReQ0rder CANARY - HCD PINK - Applicant GOLDENROD - Budding Dept BUILDING PERMIT NUMBER: 98-1937 Address or location of unit: 6468 ELMWOOD DR., MAGALIA, CA 95954 Legal Description of Real Property: A.P. #065-171-031 THE NORTH HALF OF LOT 398, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "FIR HAVEN SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, MAY 19, 1955 IN BOOK 21 OF MAPS, AT PAGES 31, 32,33,34 AND 35. (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: WILBUR & VALERIE JOHNSTON Owner's address: 6468 ELMWOOD DR., MAGALIA, CA 95954 INSIGNIA OR HUD NUMBER: M110506/7/8 SERIAL NUMBER OR V.LN.: CAFLWI7A/B/C21633SK13 MANUFACTURER'S NAME: FLEETWOODR: 1998 i OFFICIAL APPROVING INSTALLATION: DATE: 11/17/98 PHONE: (530) 538-7541 H.C.D. 513C 08/24/98 10:23 B I DWELL TITLE CUSTOPIER SERVICE -) 8918753 RCCORDIN(; t P :;L'4 r) nl0%Vr(.L TITLE x Order# 1-1766]9 AND WHEN RECOw)rt) MAIL TO Wilbur Johnston 6476 Elmwood rjv j v,- Magalia, Ca 4S'-; :4 90-04.40,38: 1 Recorded 1 Oficial Records 1 County of I Butte ) Candace J. Gruhbe i Recorder l 8:00am 21 -Nov -96 NO.839 P002 Rec Fee 9.00 Check 9.00 BWTC HP Z SPACE ABOVE THIS LINE FOR RECORDER'S USE AP# 065-111•04S Grant Deed G,*Cf- T F;IS FORM FURNISHED BY BIDWELL TITLE & ESCROW COMPANY The undersigned granters) de:i)rc(s): f)wulnentary transfer tax i:i S 0.0(j - (X ) computed on full villuC of properny Cc.nrey,,d, yr ( )Computed on full vatl a less liens and encumhranrumnining at time of sale. (x) Unincorporated area ( ) ets U"INCORPORATBD AREA FOR A VALUABLE IcCelpt of which is hereby ncknoWleded, DAVID MATTHEW :;a�:.2Rr ; %AND CORINNE v.B. ROBERTI, HUSBAND AND WIFE hL•epy GRANT(S) to WILBUR JOHNSTON AND VALERIE JOHNSTON, HUSBAND AND WIFE, AS JOINT TENANTS Ult 60110wing described rv:.i propeily In ;Ile UNINCORPORATED AREA State of California: County of BUTTr. SEE ATTACHED af,14WUL$ C FOR "CAL D93CRXPTION Dated: November i5, 1996 avid Mathew Corinne V.D. Roberta Slate of C umu County On .,.J /or [air Sir 4^ Rllyd. Nomry pLAli�-� .\,Ce gnnah L.r;ppp[rsonally ttnorva m ata (ot.. me un the IM+u of [sR�9crtyevilrnse)to Ile the P[rsoa(s) .hose a.aatrl iyarr wh!enhed nt ,a;ftm l Y -p COMM. 0 1 J73965 rAlllRlrpUQNGCAI:fOR/N 11se bmuerrnt and wtnarlad�t0 m else tbal kWN.h1, l c" Tuted the ante ill Ait1Ee[ c[MCiTyIasl. MW OW �p�o Ait/hcr/rMi, ` COUNTY OF BUTTE w M/Comm. Na .i),NNlrlsl .r.l IIK isr�spmeat ft PC rf0 [ ur the� emily upen bruf of ";Vli Ulf tseM%Ajst IWWJ eaoegar0 �lollKlll. r vP, f +pnp tkf. 1. TtM1y WITH —Rik FundKJ Orr"f -l. StyIHI0/t 1.��� ♦ r ``� .�. MAIL TAX STATESCLVYW It _ 4J7.@ as also\•, (This JIM fur ufftcul M"""l .call "08/24198 10:24 BIDWELL TITLE CUSTOMER SERVICE 4 8918753 NO.839 P003 order No. 1-176639 SCHEDULE C The North half. of Lot 398, as shown on that certain Map entitled, "FIR HAVEN SUBGIVjSJON", which Map was recorded in the office of the Recorder of the coup L/ of Butte, State of California, May 19, 1955 in Book 21 of Maps, at PaSds 31, 32, 33, 30 and 35. Nov -16-98 09:18A EXECUTIVE HOMES 530 891 8753 p_02 ` STATE OF CALIFORNIA BUSINESS, TRANSPORTATION AND HOUSING AGENCY DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT DMSION OF CODES AND STANDARDS REGISTRATION AND TITLING PROGRAM STATEMENT OF FACTS NEW UNITS PERMANENT FOUNDATION 'Iris unit is a: Q Mobilehome 0 Commercial Coach C1 Floating Home El Truck Camper Decal (license) No.(s) Trade Name Serial No.(s) ICA Ft_VQ0�N-It a335k%3 I/We, the undersigned, hereby state: THE ABOVE DESCRIBED UNIT HAS BEEN PIACED ON AN APPROVED FOUNDATION SYSTEM IN ACCORDANCE WITH 18551 OF TETE HULTH AND SAFTY CODE I/We further agree to indemnify and save harmless the Director of Housing and Community Development, State of California, and subsequent purchasers of said unit, for any loss they may suffer resulting from registration of the above-described unit in California, or from issuance of a California certificate of title covering the same. I/We certify under penalty of perjury that the foregoing is true and correct. Executed on t (City) Signature(s) Printed name(s) . n - - (�—•A— (State) • e City_ On 00 n . State - HCD 476.6 (REV 9/91) „> APR 30 '96 11:06 AM LAND DEVELOPMENT Page BUILDING / ENVIRONMENTAL HEALTH - PERMIT CLEARANCE Brading Pwmir No. /ZO�L�TS/ l%i4-v1 n F �r?/NNE OWNERS. /�i�'LU A.P. �— NAME: (i NUMBER: P INT LMT "MtAw COUNTY ZONING DESIGNATION: % Wp FLOOD ZONE: X FLOOD MAP: APPROVED: CONDITIONALLY APPROVED: V RISOLVQ +PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS OR MAP DEED INFORMATION: DATE OF CREATION: DEED REFERENCE. LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO COMMENTSICONDITIONS: _ t^ • 0, C , t/V AS / S S v Ea FE,g , 19 e s- MAP INFORMATION: DATE OF RECORDING LOT BOOK PAGE COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR -TO BOOK 17 OF MAPS AT PAGE 23): YES NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to S. Meet parcel size requirad by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BUILDING DIVISION UNLESS OTHERWISE NOTED. _ 1. Maintain a 50 ft. building setback from centerline of road. _ 2. Maintain a ft.building. setback from right-of-way/centerline of —3. Maintain a 100 ft. leachfield setback from all existing wells. _ 4. Maintain a ft. Ieachfield setback from 5. Pay water tender fees in the amount of 3 to Battalion Number of the Butte County Fire Department. I6. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. —7. Connect to a public water supply. 8. Connect to a public sewer system. 9. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 130, unless a pressurized community water system, with hydrants that meet Fire Department specifications. serves the parcel. 10. Pay T.O.O. (Thermalito Drainage District) fee in the amount of $ _ 11. Meet the requirements of the Department of Fish and Garne for the preservation of oak trees. (See phone number below) _ 12. Obtain approval train the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. APP. 30 '96 11:06 AM . P69e 13. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Psyamow to be sada to the P"rROV Divlisaioa. _ 14. Ali new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety,: Mobile homes shall be constructed on a permanent foundation system which camplles .with the Seismic Zone 3 requirements of the Uniform Building Code. 15. Oeer Mitigation- fees are to be paid-,-4f-such fees have been adopted by the Butte County Board of Supervisors. X, 18. Pay school impact mitigation fees. X 17. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. _ 18. Wood stoves and flreplace'Inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1.988 as amended. 79: lf:anV cultural resources are encountered .during•ground disturbing activities, all work shall cease in ttic area 'of the find pending 'examination of the site by a professional archaeologist, This person would then be -able to .assess the site significance and suggest appropriate mitigation measures. 20. 21. —22. 23. 24. ` RECEIVED . NOV :2.1 -1996.. COUNTY OF BUTTE LAND DEVELOPMENT DIV. LO 9195 • CAWP51\F0R?AS.K18L0GPfiiM.CLR j. e ®ung �- LAND OF NATURAL WEALTH AICD BEAUTY DEPARTMENT OF PUBLIC WORKS WILLIAM (Bill) CHEF F, Director 7 COUNTY. CENTER DRIVE - OROVILLE, CALIFORNIA 95965 Telephorie:(916) 534-4681 February 19, 1985 . David M. Roberts RE: AP 65-171-46 and 45 5674 Skyway -#B .Applications' for Determination Paradise; CA 95969 Dear Mr. Roberts: Enclosed please find the Certificates of Compliance which were recorded for the above -referenced properties on February 6, 1985, by the Butte County Department of Public Works in the office of The Butte County Recorder under Document Number 8573498 and . Document Number 85-3499. If you have any questions regarding this matter, please contact this office. Very truly yours, William Cheff Director of Public Works John Mendonsa Assistant Director JM/ds attachment cc Building Dept. Health Dept. Oroville Title Co., 1835 Robinson St.., Oroville RETURN To: / 51 --TE COUNTY -(;6 Public Works "'GDRDS F3E��1= S i fi Land Development Section P"?'!' %Ed . '�` - ... 4' - .��. Cj'%�J it �, �`•.. �.. i; ;; !; f CERTIFICATE OF:: COMPLIANCE GLF.8K - i -,F it'd f� EE Issued to: David Matthew Roberts 5674 B Skyway Paradise, CA 95969 This Certificate of Compliance is herebY.issued by .the County of Butte to certify that the land division which created the parcel of property identified below complies with the applicable provisions of the.Subdivision Map Act and of Chapter. 20 of the Butte County Code. 1. Property location: on the south side of Elmwood Drive, approx. 300 ft. west of its intersection with Wood Drive.. Paradise Pines area. 2. Assessor's Parcel Number: 65-171-45 Description: All that certain property located in the County of Butte, State of California, more particularly -described as follows: The North half of Lot 398, as shown on that certain Map entitled, "FIR HAVEN SUBDIVISION", which Map was recorded in the office of the Recorder of the County of Butte, State of California, May 19, 1955 in Book 21 of Maps, at pages 31, 32, 33, 34 and 35. EXCEPTING THEREFROM all of the valuable minerals beneath the surface of the said lands, with the right to mine and extract said minerals, it being agreed and understood that in all mining operations the surface of the said lands will be protected against damage and that all such mining shall be% carried on from tunnels, shafts or drifts having their orifices outside of the surface area'of the above described realty, all as excepted and reserved in the Deed from Magalia Mining Company, a corporation, to E. D. Storts, et ux, recorded September 4,.1847 in Book 423 of Butte County Official Records, at page 385• Issuance of this Certificate is conditional upon the following conditioiis.which have been imposed pursuant'to the Butte County -Code Chapter 20-166 and Government Code, Section 66499.35 (b), to protect the public health and public safety; LD 1400 Iius] County of Butte Subdivision Violation Commitee ------------- END OF DOC'U 2,n END OF DOCUMEN T vf� LAN.D OF NATURAL W-EALTH APED G E/.U,TY DEPARTMENT OF PUBLIC WORKS - WILLIAM (Bill) CHEFF, Director 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 Telephone: (916) 534.4681 January 23, 19585 Oroviile Title Company RE;. AP 65-171-46 and 45 1835 Robinson St. Application for Determination Orov.ille, CA 95965 David K. Roberts Gentlemen; At the regular meeting of the Butte County Subdivision Violation Committee held on January 23, 1985, the committee rescinded their action of December 26, 1984, and made a motion to grant two Certificates of Complianceon the above -referenced property, noting the. action of the Butte County Subdivision Violation Committee of March 19, 1980, on an Application for Determination for two separate parcels. There is a fifteen -day appeal period before these .Ce-tificates of Compliance can be recorded unless the enclosed waiver is signed and returned,waiving your right to appeal the committee's decision. If you have any questions regarding this matter, please contact this office.. Very truly yours, . William Cheff Director of Public Works J nMen onsa Assistant Director JM/ds attachment cc Health c� Building. Davis M. Roberts, 5674 B Skyway, Paradise COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 7 County Center Drive Oroville, CA 95965 534-4266 March 13, 1981 Sam Fortino Realty Re: AP 65_171-31 .P. 0. Box WW. pplication for Determination Magalia, CA 9595+ Gentlemen: Enclosed please find a copy of the Certificate of Compliance issued by the Butte County Department of Public Works , which was recorded. on March 5, 1981 , in Book 2600 , Page 561 , in the Office of the Butte County Recorder. Should you have any questions regarding this matter, please contact this office. Very truly yours, Clay Castleberry Director of Public Works `• ,.'1 iam Cheff Assistant Director JM/ns Enc . cc: Planning Dept. Health Dept. vBuilding Dept. LD 1330 r 7, RETURN T0�� i TE F. Public Works MAR JLLi� ��••,.v lI�J Land Development Section MAR 5 6 f?i' iQR CERTIFICATE OF COMPLIANCE C;-APK 4.. ,,;.._;� r` CLERK-RECCi; �r R� Issued to: Sam Fortino Realty P. 0. Box WW FEE Magalia, .CA 95954 %,���$ This Certificate of Compliance is hereby issued by the County. of Butte to certify that the land division which created the parcel of property identified below complies with.the applicable provisions of the Subdivision Map Act and of Chapter 20 of the Butte County Code. 1. Property location: North 1/2 of Lot 398 and North 1/2 of Lot 397, Fir Haven Subdivision. Magalia area. 2. Assessor's Parcel Number: 65-171-31 Description:All that certain property located.in the County of Butte, State of California, more particularly described as follows: The North half of Lots 397 and 398, as shown on that certain map entitled, "FIR HAVEN SUBDIVISION", which map was recorded in the office of the Recorder of the County of Butte, State �of California, May 19,.1955, in Map Book 21, at pages 31, 32, 33, 34 and 35.. EXCEPTING AND RESERVING THEREFROM all of the valuable minerals beneath the surface of the said lands, with the right to mine and extract said minerals, it being agreed and understood that.in all mining operations the surface of the said lands will be protected against damage and that all such mining shall be carried on from tunnels, shafts or drifts, having their orifices outside of the surface area of the above described realty, all as excepted and reserved in the Deed from Magalia Mining Company, a corporation, to E. D. Storts, et ux, recorded September 4, 1947., in Book 423 of Butte County Official Records at page 385. Issuance of this.Certificate is conditional upon the following conditions which have been imposed pursuant to the Butte County Code Chapter 20-167 and Governmen- Code, Section 66499.35(b), to protect the public health and public safety. 1. Provide evidence that a satisfactory source of domestic water is available to the property. 2. Provide sufficient evidence to prove that a suitable site for the installation and replacement of an approved sewage disposal system. exists on the property. 3. Provide traversable access. 4. Show evidence that AP 65-171-19 and AP 65-171-=20 have legal access. -- " Couri'ty- of`But ce— Supdiuision Violation Committee � � A END OF DOCUMENT END OF COCU`Ar`N_V ..:,:. suite ®u ` LAND OF NATURAL WEALTH AND BEAUTY DEPARTMENT OF PUBLIC WORKS CLAY CASTLEBERRY, Director 7 COUNTY CENTER DRIVE, OROVILLE, CALIFORNIA 95965 Telephone: (916) 534-4681 March 20 1980 H. W. McDONALD 9 Deputy Director Sam Fortino Realty RE: AP 65-171-31 _ P. O. Box WW' APPLICATION FOR Magalia, California 95954 DETERMINATION Gentlemen: At the regular meeting of the Butte County Subdivision Violation. Committee .held March 19, 1980, the Committee issued a conditional Certificate of Compliance for AP 65-171-31. The conditions are as follows: 1. Provide evidence that a satisfactory source of domestic water is available to the property. 2. provide sufficient evidence to prove that a suitable site for the installation and replacement of an approved sewage disposal system exists on the property. 3• provide traversable access. 4• Show evidence .that AP 65-171-19 and AP 65-171-20 have legal access. There is a fifteen (15) day appeal period before this conditional Certificate of Compliance can be recorded, unless you sign and return the attached waiver waiving your right to anneal the Committee's decision. If you have any questions regarding this matter, please contact this. office. Very truly yours, Clay Castleberry Director of Public Works Original signed by JOHN MENDONSA John_Mendonsa JM/ss Attachment Assistant Director Planning Department w/o attachment Health Department w/o attachment. ---,1Buildin� Department w/o attachment 0 %5-' //- *I- o6 II \ . h � I rV70rc l fl /.t vk(LY LE" 6.—INronriental Health SEP 1 1 1998 I =10� Chic,Q? vED JButte County ! Environmental Health o S - 1-1 - Dy -S (�T -*4-5- --- T, -! -7- 9 i _ Boo gas Signature V \ woo D 1 ...... —--- -- v l I 10 ( d �� .t � � i L 8 T sr►zitP .mob INTRODUCTION MATING LINE MATING LINE These drawings show foundation details which are 12. Concrete blocks shall conform to ASTM C-90, 24. Gravel base at footing areas within the zone of �� conlnlVuous #a REBPR; ' applicable to homes produced by subsidiaries of special inspection not required. Blocks shall be 6" x load influence to be graduated 3/8" to 3/4" gravel, APPROVED PIER OVERLAP MN 24" AT SPLICES a('\ 6" MN. Fleetwood Enterprises, Inc. The foundation plan L x height desired for site conditions. 8" slump or coarse sand not smaller than 1/16" grains, or (SEE NOTE 1 AND 2 BELOW, (SEE NOTE 2 BELOW 7"MIV. ANCHOR shown is general and is to be adjusted to meet the stone may be used in lieu of concrete blocks. crushed stone having a maximum size of 1 1/2", SEE DETAIL AFOR DOUBLE specific home being installed. The floor plan for the so constituted and placed to provide and PA R OF PIERS) RECESSED 3/8" PLYWOOD X BOLT 13. Mortar mix shall be Type S, Table 21-Aof U.B.C. home is included in the Installation Manual provided allowable bearing capacity of 3000 pounds 3" WIDE STRIP PENETRATION 6 MAx A 4 or1partPortlandCement,1/2 part hydrated lime 9 P tY p ndsper J,� PIER BASE -NOMINAL 2X n 2X6X8"BLOCKWITH CROSSNEMBER FASTEN WTH2-8tl NTOCONCRETE with each home. The manual, floor plan and these square foot. 2 - 2 X6 NAILED TREATED WOOD OR OTHER #4 REBAR SHIMS FOR TIGHT FIT NAILS AT 2" O.C. MAX a a n' details must be used together to establish dimensions TOGplasticportwaterproof cemens sand by volume;Lo not use lime with 25 Each plywood 7o FLO R WTH APPROVED MATERIAL 4 - #4 REBAR X6" LESS ° CONCRETE COLO MINE OS'X POURED ^ 12" MAX ° < " and loads for the foundation. Where the word "MAX." piece of lumber and less than 6" (SIZE PER TABLE 1 BELOW) 2 XTR EATED SILL PLATE q 16d NAILS 4 16 12 is used with a dimension, any distance up to but not 14. Masonry grout shall be 1 part Portland Cement, 3 from the surrounding sod shall be out from it MN TOP OF SURROUNDING THAN FOOTING DIMENSION BLOCKSTACK FULLYGROUTED I MN. exceeding the dimension may be used. Several parts sand, and 2 parts 3/8" gravel by volume, material that has the following information SOIL (2 EACH DIRECTION) e ° AND REINFORCED S MAIN BEAM ° 1/2" DIA ANCHOR BOLT ° "c alternate construction methods are shown. Any mixed to pouring consistency. permanently affixed: TEM #4 REBAR AT 24" O.C. CMN combination of alternates may be used from within a. Trademark of inspection agency approved by 6 MN HE cLHT 12 ° 6" MN. 15. In concrete block stem walls, lace a minimum of t those for the design loads applicable to the P American Lumber Standards Committee I 6 M MtJ. q #4 REBAR (CONTINUOUS) 12" MN. a ;++.► 3 MN. 2 - #4 reinforcing bars in block with mudsill 6 MAX construction site. Foundation system details used (ALSC . sIDEwALL MN. anchors; fully grout each cell containing rebars. In )°' GRAVEL BASE'„SII`3" MN. a FOOTING WIDTH shall be compatible with local soil conditions. TABLE 3 poured in place concrete stem walls, the minimum b. Applicable American Wood Preservers' = m 4 ALTERNATE These design drawings are supplemental to the vertical reinforcing shall be #4 bars at 24" o.c. Association (AW PA) standard: METHOD -1 Metal Pier on Gravel Base e 12„ Endwall Footing Installation Marwal. Details and dimensions of other Lumber .................... Standard C-2 3" MIN. 12 16. Reinforcing bars for concrete or concrete block es of foundations in the manual are not hcable615foundaYGrade 4shall 0Laefall badrsb24°minimummeeting ASTM c. Year of treatment. PRATING LINE FOR W DTH AND LENGTH ' MN. MN P pp Plywood ................... Standard C-9 ° a t0 this design. P 1 112 X1 1/2'X12 GA X GENERAL NOTES: 17. All lumber in contact with concrete shall be d. Exposure Conddwns.....Ground Contact. METHOD 2 RIMJOIST MN. 2 X4 FASTENED LENGTH STEEL ANGLE pressure preservative treated or a specie approved Poured Concrete Or '.,,'"' "'` TO RIM JOIST AND FASTEN TO RIMJOIST WITH 1. Contractor shall verify site conditions and all e. Type of treatment..........CCA ENDWALL MN. SILL PLATE WITH 16d #12X1 1/2"WOOD SCREWS for use direct in contact with concrete. Individual Full Grouted Concrete Blocks AT 6"O.C. MAX, OR 8tl NAILS dimensions prior to starting work. Notify owner y Y FOOTING WIDTH NAILS AT 3" O.C. MAX Of an above concrete or masonry piers shall project at least 8" f. NbistureLimitation ........ Dry orKDAT. 2XTR EATED WOOD 2X6X8"BLOCKV\TH (SEETABLE3) AT2"O.C.MAX above exposed ground unless the columns or posts PAD (OPTIONAL) SHIMS FOR TIGHT FIT _-4-#12 X 1 112"WOOD SCREWS 2. All work shall conform to the requirements of this they support are treated wood. g. Treating company and location. CONCRETE FOOTING s"X8"X16" MN. SECTION B -B q' z XTREATED SILL AT 5" O.C. MAX, OR 8d design and of the building code adopted by the h. Lumber rade markings b an approved 4-#4 REBAR; LENGTH L-�- CONCRETE BLOCKS r EndW BII Footing and PLATE NAILSAT2"O.C. INTO SILL 18. Compaction control not required when nominal 9 9 Y pp ved agency having jurisdiction. p q of REBAR To BE s^ a " ` Floor to Stem Wall Connection e backfill is used. grading agency to identify species and grade LESS THAN FOO TING -2"MPI. 12" AN. 8" MN. 1/2" DIA ANCHOR 4 PLATE. 3. Design loads followed shall be consistent with for structural purposes. DIMENSION ALL SIDES '�� BOLT 2XTREATED SILL PLATE STEM WALL d a' 19. Contractor shall verify soil type prior to starting--,,,..:,;; y ''; 1/2" DIA ANCHOR BOLT the roof live bad, wind zone and seismic zone as a TYPICAL) work. Expansive soil conditions may require 26. Where lumber is cut after treatment, the cut STEM WALL (TY acaL) established for permanent buildings within a � n� ii I I I I d specific local area. additional engineering. surface shall be brush -coated with not less than 3 12" MN, ° 20. Obtain from local building authorities the exposure percent solution of the same preservative used in a ALTERNATE #1 ALTERNATE #2 4. The ground surface adjacent to the home shall be type (B or C) and windspeed 70 mph or 80 mph) the original treatment, or shall be field treated in 1 3" MIN. Recessed Crossmember at Recessed Crossmember t. at sloped away from the structure with a gradient of applicable to the foundation site. With these P) conformance with AWPA standard M4-96 using a ^' SEE TABLE t Floor to Stem Wall Connection Floor to Stem Wall Connection at least 1/2" per foot for a distance of 6' or more. values, find the required Wind Design Pressure in solution of copper naphthenate containing a FOR WIDTH AND Provisions shall be made for drainage to prevent minimum of 2 percent copper metal. -3" MN. accumulation of surface water. the table below. Use the Wind Design Pressure P PP LENGTH to determine the required footing dimensions. SEE TABLE ALTERNATE METHOD - 3 5. Provide an 18" x 24" access crawl hole to FOR WIDTH AND LENGTH RIMJOIST RIMJOIST under -floor area. Provide under -floor area 21. These foundation drawings comply with the requirements of HUD Handbook 4930.3 METHOD -3 ventilation of a net area of not less than 1 square foot for each 150 square feet of under -floor area. (Permanent Foundation Guide For Manufactured Concrete Blocks Without Cell Grout Cover vent openings with corrosion resistant wire Housing) foundation Type C2. SOIL BEARING CAPACITY mesh not less than 1/4" nor more than 1/2" in any 22. Fasteners shall be stainless steel or hot -dipped MATIN dimension. galvanized. Hot -dipped zinc -coated nails shall be LINE 6. Mating line piers shall be located directly below coated after manufacture to their final form, including pointing, heading, threading or twisting, Uniform Building Code ridge beam support columns. Support post as applicable. Electrogalvanized or mechanically 1994 Edition column locations are shown on the floor plan of the house by (]� plated nails or staples, and hot -dipped zinc -coated 70 and 80 MPH Wind Speeds . staples, shall not be permitted. Staples and nails Exposures B and C 7. Refer to the Installation Manual for ridge beam installed below grade shall be stainless steel types 30, 40, 80 and pier and main rail pier locations and loads. 304 and 316 as defined by the ANSI classification. 1 2 120 PSF RoofLive Loads When spacing shown in the manual is less than 23. The gravel base shall be not less than 6 inches 16" X 27" shown here, the manual shall be followed. thick and shall extend not less than 4 inches Seismic Zone 4 8. Mudsill anchors shall be installed within 12" of beyond all the edges of the wood pads. ASCE 7-88 & ANSI each end of sill and at a spacing shown on the 16" X 16" A58.1-1982 n poi a ancn�r� niay r!e 114 uta. bolts or Simpson Strong Tie MAS. Anchor bolts shall be set 7" into concrete. Anchor bolts shall be set 15" into concrete stem wall. MAS Anchors shall be set into concrete per manufacturer's specifications. 9. Stem wall maybe built after house is in place. 10. Wall stems may be concrete or concrete blocks 11. Concrete shall be 2000 psi minimum at 28 days U.B.C. 1994 EDITION WIND DESIGN PRESSURE (PSF) WIND EXPOSURE SPEED (MPH) BC 70 15 20 80 15 25 --✓ DETAIL - A Double Pair of Piers (SEE NOTE 2 BELOW) Notes: 1. See floor plan for minimum pier capacity under ridge beam support posts. application (see Detail - A). Check maximum pier capacity with metal pier manufacturer. Mating Line Details End Wall Foundation SEE II TABLE - A W SECTION WIDTH FOR MAX HEIGHT I I SECTION A -A SEE SIDEWALL FOUNDATION DETAILS SECTION B - B SEE END WALL SEE END WALL FOUNDATION DETAILS RIMJOIST TABLE 1 19'-8" MIN. 23'-6" MIN. PIER BASE OR POURED -IN-PLACE CONCRETE FOOTING DIMENSIONS MAX PIER MAX HOME LENGTH SOIL BEARING CAPACITY 25 PSF LOADS (LBS.) SEE NOTE 1 1000 PSF 1500 PSF 2000 PSF 3000 PSF 4000 PSF 1500 16"X14" 12"X12" 12"X12" 12"X12" 12"X12" 2000 16" X 18" 12" X 16" 12" X 12" 12" X 12" 12" X 12" 2500 16" X 23" 16" X 15" 12" X 15" 12" X 12" 12" X 12" 3000 16" X 27" 16" X 18" 12" X 18" 12" X 12" 12" X 12" 3500 24" X 21" 16" X 21" 16" X 16" 12" X 14" 12" X 12" 4000 24" X 24" 24" X 16" 16" X 18" 12" X 16" 12" X 12" 4500 24" X 27" 24" X 18" 16" X 20" 16" X 14" 12" X 14" 5000 24" X 30" 24" X 20" 16" X 23" 16" X 15" 12" X 15" 6000 30" X 29" 24" X 24" 24" X 18" 16" X 18" 16" X 14" 7000 30" X 34" 24" X 28" 24" X 21" 16" X 21" 16" X 16" 8000 32" X 36" 30" X 26" 24" X 24" 24" X 16" 16" X 18" 9000 36" X 36" 30" X 29" 30" X 22" 24" X 18" 16" X 20" 10000 36" X 40" 32"X30" 30" X 24" 24" X 20" 16" X 23" 11000 36" X 44" 32" X 33" 30" X 26" 24" X 22" 24" X 17" application (see Detail - A). Check maximum pier capacity with metal pier manufacturer. Mating Line Details End Wall Foundation SEE II TABLE - A W SECTION WIDTH FOR MAX HEIGHT I I SECTION A -A SEE SIDEWALL FOUNDATION DETAILS SECTION B - B SEE END WALL SEE END WALL FOUNDATION DETAILS Notes: 1. Footing is typical with all alternates. 2. Required for stem walls over 30" high. TABLE 3 - ENDWALL FOOTING WIDTH (MIN.) RIMJOIST HOME WIDTH 19'-8" MIN. 23'-6" MIN. 27'-4" MIN. -2X4 BASE PLATE. FASTEN MAX HOME LENGTH 20 PSF 25 PSF 20 PSF TO RIM JOIST WTH #12X3" 20 PSF 25 PSF 20 PSF 25 PSF WOOD SCREWS AT 5" O.C. 12" 14" 12" 12" MAX 12" 12" 12" 56'-0" MN. 3/8" PLYWOOD X3" NOTCH FOR ' -L4- WIDE STRIPOR 3"X30 GA. ANCHOR BOLT --- STRAP. FASTEN TO BASE DRILL END DRILL END CR OSSMEMBER TO RECEIVE 3/8" PLYWOOD 13" WHERE REQUIRED PLATE AND SILL PLATE WTH CROSSMENIBER TO RECEIVE ANCHOR BOLT (LAP RIMJOIST AND SILL PLATE II/2"MN.) 19" 2-8d NAILS AT 2"O.C. MAX ANCHOR BOLT 23„ FASTEN TO RIMJOIST 20" 4-- 2XTREATED SILL PLATE 4 2XTREATED SILL PLATE •,;A-, DS L PLATE WITH 33" '• d 1/2" DIA ANCHOR -; q: 1/2" DIA ANCHOR 19" 8d 20" A BOLT ...(TYPICAL) BOLT p -. a` 1/2" DIA ANCHOR STEM WALL STEM WALL gQLT STEM WALL (TYPICAL) ALTERNATE #3 ALTERNATE #4 ALTERNATE #5 (TYPICAL) Recessed Crossmember at No Recessed Crossmember at No Recessed Crossmember at Floor to Stem Wall Connection Floor to Stem Wall Connection Floor to Stem Wall Connection Notes: 1. Footing is typical with all alternates. 2. Required for stem walls over 30" high. TABLE 3 - ENDWALL FOOTING WIDTH (MIN.) TABLE A HOME WIDTH 19'-8" MIN. 23'-6" MIN. 27'-4" MIN. 31'-0" MIN. MAX HOME LENGTH 20 PSF 25 PSF 20 PSF 25 PSF 20 PSF 25 PSF 20 PSF 25 PSF 40,-0" 12" 14" 12" 12" 12" 12" 12" 12" 56'-0" 15" 22" 12" 19" 13" 16" 13" 4- 1 19" 28" 16" 23„ 16" 20" 17" 17" 79_0" 23" 33" 19" 27" 19" 24" 20" 21" CONTINUOUS #4 REBAR; OVERLAP MN 9" AT FLOOR JOIST FLOOR JOIST -�,_„ TABLE A END WALL SILLANCHORS - MAX. HEIGHT 12'-9" SECTION LENGTH 20 PSF Wind Design Pressure 25 PSF W nd Design Pressure (MAX) 1/2" Bolt MAS Anchor 1/2" Bolt MAS Anchor 66' 36" O.0 34" O.C. 28" O.0 26 O.C. 76' 31'2C 29" O.C. 24"O.0 22'OC END WALL SILL ANCHORS -MAX. HEIGHT 13'-10" SECTION 20 PSF W nd Design Pressure 25 PSF W nd Design Pressure LENGTH (MAX) 1/2"Bolt MAS Anchor 1 1/2"Bolt MAS Anchor 66' 32" O.0 30" O.C. 21 O. C 76' 27" O.0 26" O.C. I 21" O.0 CONTINUOUS #4 REBAR; OVERLAP MN 9" AT FLOOR JOIST FLOOR JOIST -�,_„ SPLICES (SEE NOTE 2) q, 3/8" PLYWOOD X3" WIDE STRIP ° FASTEN WITH 2 - 8d NAILS AT 3" n '� O.C. IMAX (1 O.C. MAX FOR 25 PSF WIND) a a G'. G 6" MN. ; - SECTION A -A Z Sidewall Footing and - LOCATION OF ENTRY DOOR- NDZTI �i - q. GRAVEL BASE SEE NOTE 24 ry `.,•, USED AS AN ACONCRETE OLTOERNATING MAY BE ° a a a SEE°.• I. ,. r.:•,-' TABLE CONCRETE FOOTING SIDEWALLFOOTING I(' WDTHrABLE4 4 2XTREATED SILL PLATE 122"M�' a ° o IvoLe. TABLE 4 1• Footing IS typical with all alternates. ROOFLL. SIDEWALLMIN. (PSF) FOOTING WIDTH 2. Required for stem walls over 30" high. 2oTRuso z" , 60 TFRU 120 14" P MAIN BEAM 2" NIAX MAIN BEAM ��„„ ' q 1/2"ANCHOR BOLT 1 A ■ A'.` CACTI-Irlfl •I APPROVED PIER CAPACITY STEM 20" MN. 16"X14" 1 4 3' MN, AND SPACING PER TABLE 2 M PL11/2"X11/2'X1/8"X WELD, BOLT OR LENGTH OF WEDGE, ANGLE FASTEN V\ATH 20" MIN CLAMP PIER TO (SEE NOTE 1 BELOW] 20" AN. NN LED, NAILS, EATOE FASTEN ED TO POST WITH 8d ) 36" MAX MAIN BEAM BASE - NOMINAL 2 XTREATED 36" MAXNAILS ONE EACH SIDE OF RAIL Q. WALL 36" MAX HEIGHT 1CHJ� •,. d a4.. #4 REBAR AT 24" O.C, ? 6 MI # 4 REBAR (CONTINUOUS) SIDEWALL MN. .'..,., +-S MN. WOOD OR OTHER APPROVED 4 END OF POST. 6 NIAX SIMPSON MAS AT 6'-0" O.C. MAX ', FOOTING WIDTH 1. Offset may occur at either or both MN MATERIAL (SIZE PER TABLE 2) WOOD WEDGE OR SHIM SEE END WALL ° rJTABLE 4 - tl SEE FLOOR PLAN FOR LENGTH OF HOUSE SURROUNDING SOIL ' q Y FOUNDATION DETAILS _]/ 41 (WITHIN 5'-1 OFALL T . WEDGETI HT (TREATED) ALTERNATE OP OF a ;Q OST TABLE ..��. Sidewall Footing END WALLS, TYPICAL) �. (76 0' NOM. MAX) �nr LING PER d a a A2 X6 X12' MN. 12" MIN. e ° 12" MN. g SPA SEETYPICAL -' F nninl c ----------- -------------------------- GRAVEL -- - ` - r B _ _ TABLE 2 "� SECTION A -A Z Sidewall Footing and - LOCATION OF ENTRY DOOR- NDZTI �i - q. GRAVEL BASE SEE NOTE 24 ry `.,•, USED AS AN ACONCRETE OLTOERNATING MAY BE ° a a a SEE°.• I. ,. r.:•,-' TABLE CONCRETE FOOTING SIDEWALLFOOTING I(' WDTHrABLE4 A A IvoLe. TABLE 4 1• Footing IS typical with all alternates. ROOFLL. SIDEWALLMIN. (PSF) FOOTING WIDTH 2. Required for stem walls over 30" high. 2oTRuso z" , 60 TFRU 120 14" P -F� -FOUNDATION --I B� ® 1z'-o"MAX a D - I \/_ �- MAX.I STEEL FRAME RN LS ��„„ , (VERIni FY SPACING ON TYPICAL INTERIOR PIER / CACTI-Irlfl •I FOR WIDTH AND LENGTH 16"X14" Sidewall Foundation 1 SEE END WALL- SILL ANCHOR - - - TABLE 2 " " " Metal Pier on Gravel Base METHOD - 2 SECTION A -A Z Sidewall Footing and TABLE MATING LINE SEE TYPICAL �I - -❑- ❑ - - - 31'-0" 19'-8"MN. ' Wood Support MAXFloor Double Wide FLOOR JOIST to Stem Wall Connection�cl,F ' LENGTH STEELIANGLEv 9f\G 9 ENDWALL i TYPICAL MATING LINE PIER ' B B TABLE 2 i FOUNDATION I PIER/POST SPACING (O.C.) B B ALLOWABLE SOIL BEARING PRESSURE PSF 1500 PSF 2000 PSF 6' 1808 i I ' , 12"X12" MAIN BEAM 2410 18"X19" 16"X14" WOOD WEDGE OR SH I M, 10' 3013 24'X18 WEDGETIGHTLY 21 2 X TREATED WOOD SIDEWALL SILL AN HORS 1/2" DIA. -'� A I BOLTS AT 6- 0" O.C. MAX OR L-----! SEE FLOOR PLAN FOR Notes: - PAD (OPTIONAL) 36" MAX 6"X8"X16"MN. SIMPSON MAS AT 6'-0" O.C. MAX LOCATION OF ENTRY DOOR 1. Offset may occur at either or both CONCRETE CONCRETE BLOCKS FOOT11 SEE END WALL PIER LOAD ends Of house. - tl FOUNDATION SEE FLOOR PLAN FOR LENGTH OF HOUSE DETAILS AL 2' Length O$ offset varies. 16'X15" SEE FLOON PLAN FOR WALLS B® 8' 3260 18"X26" I ® _ TYPICAL) LOCDOOR) FOUNDATION 10' 4075 r-- --- r___ ____------------------------------------------------------ -------- ------------------ ------� I 16"X18" „ " B I 24'X20" 16"X22" �mr� �IL��I i SEE TABLE2 r4-0 `-N ,� FOR WIDTH State of California MAX STEEL FRAME RA1L5 [--12-0 MAX -.. I AND LENGTH "Footing of other dimensions with equal or greater SEE END -�i (VERIFY SPACING ON TYPICAL INTERIOR PIER J B I B earth contact area may be used. OaPanmem ®f 1`40vsin3 .,nd Community D,eveioo,nem WALL HOUSE) METHOD 3 RIMPLATE 2X4BASEPLATE. FASTENTOL ANCHOR r f -I _ r-1 _ _ f -I T -I Concrete Block Without Cell Grout RIMPLATEWTH#12X3"WOOD A Vets J ClC04�E� AND STANDARDS TABLE �-1 -f-1- -L-I CSA I SCREWS AT 10" O.C. MAX P MATING LINE _ f -I ❑ ❑ - 31--6-- MAX - Note: r_ _____! 19'-8" MN. P By _ �C1ie i -A -MN. 3/8" X3"WIDE ® SEETYPICAL �' - - -�' - -'--� - - �- i ®®able Wide 1. Check maximum pier capacity with metal pier manufacturer. - STRIP OR 3"X30 GA STRAP. R FOUNWALLDATION TYPICAL MATING LINE PI B B I -'•_� --- FASTEN TO BASE PLATE AND ® • /, / Itl�l ®ITS NOTCH FOR SILL PLATE WITH 2 - 8d NAILS With B B . WHERE REQUIRED FOR 25 PSF WIND) A P ANCHOR BOLT "..(1"O.C. NAX,WISis1 AND 2) "b 2XTREATED SILL PLATE'--II�� �I-�-II� kta P9�+++ :A 'sr:zv I bac i+�aK A- IJ LJ - -i OAND 2)FF �I L--- ---- --------------------------------------- ---------------- ANCHOR BOLT . TITLE: SHEE FLEETWOOD ENTERPRISES INC. 1 Interior �Ief ®stalls srEMwALL(rYPICAL) MANUFACTURED HOME of SIDEWALL SILL ANCHORS 172' A SEE FLOOR PLAN FOR DIA BOLTS AT 6 0' O.C. MAX OR _ _ _ LOCATION OF ENTRY PROPRIETARY AND CONFIDENTIAL FOUNDATION SYSTEM 1 SIMPSON MAS AT 6'- 0" O.C. MAX --! DOOR ALTERNATE#3 These drawings and specifications are SEE FLOOR PLAN FOR LENGTH OF HOUSE Floor to Stem Wall Connection original, proprietary, confidential materials of By: Frank NO. (76,_0" MAX)REV. Fleetwood Enterprises Inc. Copyright © 1997 by Fleetwood Enterprises Inc. Date: MHC 401 X -PR -062 10/97 ---------------- FASTEN TO RIM PLATE WTH TABLE 2 #12X11/2"WOOD SCREWS RIM 11'4" MAX SECTION WIDTH FOOTING SIZE` PIER/POST SPACING (O.C.) PIER LOAD1000 ALLOWABLE SOIL BEARING PRESSURE PSF 1500 PSF 2000 PSF 6' 1808 18"X14" 16"X12" 12"X12" 8' 2410 18"X19" 16"X14" 16"X12" 10' 3013 24'X18 18'X16 16 X14" 12' 3615 24"X22" 18'X19 18'X14" 15'-6" MAX SECTION W DTH FOOTING SIZE' PLATE PIER/POST SPACING (O.C.) PIER LOAD ALLOWABLE SOIL BEARING PRESSURE 1000 PSF 1500 PSF 2000 PSF 6' 2445 18'X20" 16'X15" 12"X15" 8' 3260 18"X26" 16' X20" 16"X15" 10' 4075 24"X24" 18"X22" 16"X18" 12' 4890 24'X29" 24'X20" 16"X22" �mr� �IL��I i SEE TABLE2 r4-0 `-N ,� FOR WIDTH State of California MAX STEEL FRAME RA1L5 [--12-0 MAX -.. I AND LENGTH "Footing of other dimensions with equal or greater SEE END -�i (VERIFY SPACING ON TYPICAL INTERIOR PIER J B I B earth contact area may be used. OaPanmem ®f 1`40vsin3 .,nd Community D,eveioo,nem WALL HOUSE) METHOD 3 RIMPLATE 2X4BASEPLATE. FASTENTOL ANCHOR r f -I _ r-1 _ _ f -I T -I Concrete Block Without Cell Grout RIMPLATEWTH#12X3"WOOD A Vets J ClC04�E� AND STANDARDS TABLE �-1 -f-1- -L-I CSA I SCREWS AT 10" O.C. MAX P MATING LINE _ f -I ❑ ❑ - 31--6-- MAX - Note: r_ _____! 19'-8" MN. P By _ �C1ie i -A -MN. 3/8" X3"WIDE ® SEETYPICAL �' - - -�' - -'--� - - �- i ®®able Wide 1. Check maximum pier capacity with metal pier manufacturer. - STRIP OR 3"X30 GA STRAP. R FOUNWALLDATION TYPICAL MATING LINE PI B B I -'•_� --- FASTEN TO BASE PLATE AND ® • /, / Itl�l ®ITS NOTCH FOR SILL PLATE WITH 2 - 8d NAILS With B B . WHERE REQUIRED FOR 25 PSF WIND) A P ANCHOR BOLT "..(1"O.C. NAX,WISis1 AND 2) "b 2XTREATED SILL PLATE'--II�� �I-�-II� kta P9�+++ :A 'sr:zv I bac i+�aK A- IJ LJ - -i OAND 2)FF �I L--- ---- --------------------------------------- ---------------- ANCHOR BOLT . TITLE: SHEE FLEETWOOD ENTERPRISES INC. 1 Interior �Ief ®stalls srEMwALL(rYPICAL) MANUFACTURED HOME of SIDEWALL SILL ANCHORS 172' A SEE FLOOR PLAN FOR DIA BOLTS AT 6 0' O.C. MAX OR _ _ _ LOCATION OF ENTRY PROPRIETARY AND CONFIDENTIAL FOUNDATION SYSTEM 1 SIMPSON MAS AT 6'- 0" O.C. MAX --! DOOR ALTERNATE#3 These drawings and specifications are SEE FLOOR PLAN FOR LENGTH OF HOUSE Floor to Stem Wall Connection original, proprietary, confidential materials of By: Frank NO. (76,_0" MAX)REV. Fleetwood Enterprises Inc. Copyright © 1997 by Fleetwood Enterprises Inc. Date: MHC 401 X -PR -062 10/97 ---------------- FASTEN TO RIM PLATE WTH #12X11/2"WOOD SCREWS RIM Gpp V r,®• 3 avd Pt'I MN. 2X4 AT 10" O.C. MAX, OR 8d PLATE FASTENED TO RIM NAILS AT 3" O.C. MAX (1"0.C, PLATE AND SILL T Exp MAX FOR 25 PSF AND)- PLATE WTH 16d #12 X 1 1/2 WOOD SCREWS NAILS AT 7" O.C. -h INTOSILL PLATEAT10"O.Q. MAX (5"O.C. MAX 1 J MAX OR 8d NAILS AT 3" O.C. FOR 25 PSF WIND) -1, MAX (1"O. C. MAX FOR 25 PSFWND) -� 4 ?. 2XTREATED SILL ••Zia 1 PLATE - 2 XTR EATED SILL PLATE A ANCHOR BOLT q P t9 R O V E p ANCHOR BOLT STEM WALL STEM WALL (TYPICAL) (TYPICAL) 11/61tC1 TO CORRECTI011 eJOT'EI) ALTERNATE #1 ALTERNATE #2 Appro+al don . of author ze o1 opjxo a any omisswn o. devit»ia Floor to Stem Wall Connection Floor to Stem Wall Connection from reWir -*,,r, of ,_WPI tb)t State tow �d .equkAom. �mr� �IL��I i SEE TABLE2 r4-0 `-N ,� FOR WIDTH State of California MAX STEEL FRAME RA1L5 [--12-0 MAX -.. I AND LENGTH "Footing of other dimensions with equal or greater SEE END -�i (VERIFY SPACING ON TYPICAL INTERIOR PIER J B I B earth contact area may be used. OaPanmem ®f 1`40vsin3 .,nd Community D,eveioo,nem WALL HOUSE) METHOD 3 RIMPLATE 2X4BASEPLATE. FASTENTOL ANCHOR r f -I _ r-1 _ _ f -I T -I Concrete Block Without Cell Grout RIMPLATEWTH#12X3"WOOD A Vets J ClC04�E� AND STANDARDS TABLE �-1 -f-1- -L-I CSA I SCREWS AT 10" O.C. MAX P MATING LINE _ f -I ❑ ❑ - 31--6-- MAX - Note: r_ _____! 19'-8" MN. P By _ �C1ie i -A -MN. 3/8" X3"WIDE ® SEETYPICAL �' - - -�' - -'--� - - �- i ®®able Wide 1. Check maximum pier capacity with metal pier manufacturer. - STRIP OR 3"X30 GA STRAP. R FOUNWALLDATION TYPICAL MATING LINE PI B B I -'•_� --- FASTEN TO BASE PLATE AND ® • /, / Itl�l ®ITS NOTCH FOR SILL PLATE WITH 2 - 8d NAILS With B B . WHERE REQUIRED FOR 25 PSF WIND) A P ANCHOR BOLT "..(1"O.C. NAX,WISis1 AND 2) "b 2XTREATED SILL PLATE'--II�� �I-�-II� kta P9�+++ :A 'sr:zv I bac i+�aK A- IJ LJ - -i OAND 2)FF �I L--- ---- --------------------------------------- ---------------- ANCHOR BOLT . TITLE: SHEE FLEETWOOD ENTERPRISES INC. 1 Interior �Ief ®stalls srEMwALL(rYPICAL) MANUFACTURED HOME of SIDEWALL SILL ANCHORS 172' A SEE FLOOR PLAN FOR DIA BOLTS AT 6 0' O.C. MAX OR _ _ _ LOCATION OF ENTRY PROPRIETARY AND CONFIDENTIAL FOUNDATION SYSTEM 1 SIMPSON MAS AT 6'- 0" O.C. MAX --! DOOR ALTERNATE#3 These drawings and specifications are SEE FLOOR PLAN FOR LENGTH OF HOUSE Floor to Stem Wall Connection original, proprietary, confidential materials of By: Frank NO. (76,_0" MAX)REV. Fleetwood Enterprises Inc. Copyright © 1997 by Fleetwood Enterprises Inc. Date: MHC 401 X -PR -062 10/97 ---------------- ��-1> � _- _�.u. �.� �r�.� .� ,�-_� �� y z� . � � .- . -��- �_ _ _ _..-,--LL_..� _� � � � �.-�j �J � INTRODUCTIWON THESE DRAWINGS SHOW FOUNDATION DETAILS MICH ARE APPLICABLE TO HOMES PEMXMD BY SUBSIDIARIES OF FLEETWOOD ENTERPRISES, INC. THE F )NDATION PIAN SHOWN IS GENERAL AM IS Ta BE ADJUSTED TO MET THE SPECIFIC HCME BEING INSTALLED. THE FLOOR PIAN FOR TETE HOW IS INCILIDED IN TELE TECHNICAL INSTALLATION MANUAL PFMIDED WITH EACH HOME. TETE MANUAL, FLOM PLAN AND THESE DETAILS MUST BE USED TOGETHER TO ESTABLISH DIMENSIONS AND LOADS FOR THE FUMATION. i'iEEEME THE WUZO "MAX." IS USED WITH A DIMENSION, ANY DISTANCE UP TO BUT NOT E XCUDING THE DIMENSION MAY BE USED. SEVERAL ALTERNATE CONSTRUCTION METHODS ARE SHOWN. ANY CCMBINATICN OF ALTERNATES MAY BE USED FFCM WITHIN THOSE FOR THE DESIGN TOADS APPLICABLE TO THE CONSTRUCTION SITE. FOUNDATION SYSTEM DETAILS USED SHALL BE COMPATIBLE WITH LOCAL SOIL CONDI- TIONS. THESE DESIGN DRAWINGS ARE SUPPIDOnAL TO THE TECHNICAL INSTALLATION MANUAL. DETAILS AND DIMENSIONS Of OTHER TYPES OF FOUNDATIONS IN THE MANUAL ARE NOT APPLICABLE TO THIS DESIGN. DESIQI BASIS: LUNIrcm BUIIDING CODE ( k CHAPTER 29, 1988 ED. ( T - 70 a 80 MPH WIND SPEEDS I ,g EXPOSURES B i C. f 20, 30, 40, 60, 60 and 120 PSF ( �r LOADS SEISMIC 44 1 E,VO Wgcz- -'Y'14 4. A4 V</,/6,g5 MAX. O/c/' S/MI�SOn/ 14.4 S �,E .C'G c+a.4 Pt.,4N .C'02 G.ENy7N ®F Hd�/5E L/M,g 14.4X.} 47'/0 E V& -r At L mor/NQ /?COMs1X PARI �gOBT� I .SP.gCr.1JICy oA/ /JodSE �1 I LrYP/c44MAr"iA/ 8 Lrn/'E A1ASQS(03drE3 13 G r.4/LSI TABLE 11 COLUMN NUMBER' MIN. REQUIRED PIER CAPACITY 1213 2350 2,22,3132,42 3250 3 4 23 33 43 5000 5,24 6250 6,50 7500 7 25 26,27 9 00 8 10000 9 11000 M,4TiNy `/NE ,cXG.X.B"BGoc.r Vurri•,rs„s✓r>YJ�- 2X 7X:� 2 - /G.d TnENA/GS ' Applicable colufnn numbers are shown on floor plan 2'14/n/ d 6 X iG tij/N. z'o 5T co vST/Zc/cTion/' for specific house being installed. FIR< '4. 4 ,f L ,2Fk5t4,45 X to " G ESS 7,4,e,4,V SE6 s�C7oT/N!� ®/MENS/O/./ rA.e4E T M4TiNC; c%vE !ZX(@/zo'/v, <, _ �- 2x4 rv.4 G TOCae Th/E/L A V� �ld�d `TY.U� 11 % W/Th' /6o, NA/L S, TABLE ON - CENTER PIER SPACING RIDGE BEAM PIER FOOTING SIZE COLUMN NUMBER' ALLOWABLE SOIL BEARING PRESSURE 1000 PSF 1500 PSF 2000 PSF 2 16"x 22" 16"x 15" 12" x 15" 3 24" x 22" 16" x 22" 16"x 17" 4 24" x 29" 16" x 29" 16" x 22" 5 30" x, 29" 24" x 24" 16" x 27" 6 30" x 35" 24" x 29" 24" x 22" 7 36" x 34" 24" x 34" 24" x 26" 8 36" x 39" 30"x 31" 24" x 29" 9 36" x 44" 30" x 35" 30" x 26" 12 16" x 20" 24" x 9" 12'7 x 13" 13 16" x 20" 24" x 9" 12" x 13" 22 24" x 16" 16" x 16" 12" x 16" 23 24" x 23" 16" x 23" 16" x 18" 24 30" x 25" 24" x 21" 3" 25 36" x 26" 24" x 26" 0" 26 .364'x 31" 24" x 31" 3" 27 36" x 36" 24" x 36" 124x 7"31 20-80PSF 24" x -18". 16" x 18" 8"32 66 24" x 18" 16" x 18" 8"33 area. Cover vent openings with corrosion resistant wire mesh not less than 1/4" nor more 1/2" "24" x 29" 16" x 29" 2" 42 24" x 16" 16" x 16" 12"x 16" 43 24" x 22" 16" x 22 16" x 16" 50 30" x' 33" 24"x 28" 24" x 21" 2 - /G.d TnENA/GS ' Applicable colufnn numbers are shown on floor plan 2'14/n/ d 6 X iG tij/N. z'o 5T co vST/Zc/cTion/' for specific house being installed. FIR< '4. 4 ,f L ,2Fk5t4,45 X to " G ESS 7,4,e,4,V SE6 s�C7oT/N!� ®/MENS/O/./ rA.e4E T M4TiNC; c%vE !ZX(@/zo'/v, <, _ �- 2x4 rv.4 G TOCae Th/E/L A V� �ld�d `TY.U� 11 % W/Th' /6o, NA/L S, Ar'oEvvEO.�ie/l. To774d c-rTy tf,c- PA .o'o,Q .•5 Q `- NJAT/N� GrNE �.ecx✓,a° .�c.e T.c.s � E .� .00.4 ,4 aP.e c� P,e sa T� Q5E'-NOM/,VqL e x, re���.o vr«za op arw6.¢ -Q l/�61 /��TE�/i4 (SrZE s=6Q T.g4446Z P .¢oso/Lq%E �ac[sMn/ n7o,} o 12 1/•9/N, TOA —J F/N/Sf, OR NAT//2AG GRgOE. �4 uy�CT/r2E�7 P/E/iS S�/4GG B6 'a ftV�L fj5 G,,TED . #— GAB�G60 6Y 4,V - --- TE2r�/r=tT� 6 C4v5/,EG STOnJE J/2'//✓/•4X, ®.P Ca24VEG �4AO`/- sUoz'v2rrvgrGrrJ4 AoP/2avEG A /� r0 �/f/ %, O,k' Co,q ix 5 E .=`••�4 /./.O n/oT �'�i'A G - �E,t✓c y, LE.4 7"1/.kN ///v' Cp4 yrNS 1-6AC.E/3 7'O V1, 6'-o"o•C.lAX, GaC.Vr/oN Ay sC'Ni.Ry GaoOAZ, t:i,g lrr, 40 1"'-4 A ZSfzSF LV/NG 0,4 s/MPSoNMAS FOOTING SIZE - INTERIOR PIER* -�/8/'M/iv, PGY[�1J<so,o W/rN F.a cam' G,es4/N ON - CENTER PIER SPACING PIER LOAD F 6' 2132# .5"G--GT/off/ A- A--5E.E SioE1N,4LG GOUn/.p .q Ti on/ � 12" x 12" 8' GENERAL NOTES: sEc7/onl 5 -5 -sir 24" x 17" IZZ h 2X CR//-'.oG�S- 3553# 24" x 22" 10. Concrete shall be 2000 psi minimum at 28 days. any discrepancies. cE,vrE,�� �/✓ F,2E��r� , 7254%EO <fx/No4T/oN �/Z.40_- /141,1./, \ \ 8 III G4/MBE.s? V✓ifCN W/T.5/iN !o" ®�' •C•/.1//5# r- AT LT74> 7S �,/ AB©VE EX PoSEl� Cy G cat/.v o [/,VG E �s TV E CoG t/MNs ®,rZ .G'css7's tNf✓/C./s/ 7f/.oY sc/.o..+'o,er.4.¢E T,e�raa E/I/c�ov. Cr E.'it�E (56C NGTt� /5= f the agency having jurisdiction. � Sd NA/LS STA/ti/LES:S STE.�G) @ /o" o, C. 02 G�4TA/G _ 3. Design loads followed shall be consistent with the roof live bad, wind load and seismic zone �, p °t' c a n I/`/7" e ,�? /cDA 7-A /G, :S PS c W/No as established for permanent building's within a specific local area. Ar'oEvvEO.�ie/l. To774d c-rTy tf,c- PA .o'o,Q .•5 Q `- NJAT/N� GrNE �.ecx✓,a° .�c.e T.c.s � E .� .00.4 ,4 aP.e c� P,e sa T� Q5E'-NOM/,VqL e x, re���.o vr«za op arw6.¢ -Q l/�61 /��TE�/i4 (SrZE s=6Q T.g4446Z P .¢oso/Lq%E �ac[sMn/ n7o,} o 12 1/•9/N, TOA —J F/N/Sf, OR NAT//2AG GRgOE. �4 uy�CT/r2E�7 P/E/iS S�/4GG B6 'a ftV�L fj5 G,,TED . #— GAB�G60 6Y 4,V - --- TE2r�/r=tT� 6 C4v5/,EG STOnJE J/2'//✓/•4X, ®.P Ca24VEG �4AO`/- sUoz'v2rrvgrGrrJ4 AoP/2avEG A /� r0 �/f/ %, O,k' Co,q ix 5 E .=`••�4 /./.O n/oT �'�i'A G - �E,t✓c y, LE.4 7"1/.kN ///v' Cp4 yrNS 1-6AC.E/3 7'O V1, 6'-o"o•C.lAX, GaC.Vr/oN Ay sC'Ni.Ry GaoOAZ, t:i,g lrr, 40 1"'-4 A ZSfzSF LV/NG 0,4 s/MPSoNMAS 6d .vA/45 .r @e,'/o, C, d /VA /G5 FOOTING SIZE - INTERIOR PIER* -�/8/'M/iv, PGY[�1J<so,o W/rN F.a cam' G,es4/N ON - CENTER PIER SPACING PIER LOAD NO2/ZoNT,4G. (SEE ,t/OTE /3, 6' 2132# .5"G--GT/off/ A- A--5E.E SioE1N,4LG GOUn/.p .q Ti on/ .OET.4 ic. 5 " 12" x 12" 8' GENERAL NOTES: sEc7/onl 5 -5 -sir 24" x 17" IZZ -- 1. Contractor shall verify site conditions and all dimensions prior to starting work. Notity owner of 3553# 24" x 22" 10. Concrete shall be 2000 psi minimum at 28 days. any discrepancies. /,l/O/V/©�/,4c �oNC ¢ ETE o ¢ M,gso,ul.? Y ®/6%Z 5 �•%/4 GG ,"r2G J.�cGT F,2E��r� , 7254%EO <fx/No4T/oN �/Z.40_- /141,1./, \ \ 8 2• All work shall conform to the requirements of this design and of the building code adopted by G4/MBE.s? V✓ifCN W/T.5/iN !o" ®�' •C•/.1//5# r- AT LT74> 7S �,/ AB©VE EX PoSEl� Cy G cat/.v o [/,VG E �s TV E CoG t/MNs ®,rZ .G'css7's tNf✓/C./s/ 7f/.oY sc/.o..+'o,er.4.¢E T,e�raa E/I/c�ov. Cr E.'it�E (56C NGTt� /5= f the agency having jurisdiction. � Sd NA/LS STA/ti/LES:S STE.�G) @ /o" o, C. 02 G�4TA/G _ 3. Design loads followed shall be consistent with the roof live bad, wind load and seismic zone �, p °t' c a n I/`/7" e ,�? /cDA 7-A /G, :S PS c W/No as established for permanent building's within a specific local area. --/2 'sn Xl/✓c.4/�it� t3oG rs w�M/N. 7"•EMl��C7MENT; 20-120 /�" 4. The ground surface adjacent to the home shall be sloped away from the structure with a S�cT/o/y .4 -A - 7'Yrs/C 4L. .s/oz; vs ADZ_ /c®vet/.,4 �sE �NOGV/.JGG �ooT/Nc� O/MEn/5/oN•5 Fo/Z G.45T !o' -'O" o.� E',4 <s/--�- /Plywood �Tr �G .�¢A^�E �7'�z�' gradient of at least 1/2" per foot for a distance of 6 or more. Provisions shall be made for .�" c ��,,(.,/�9.�i �"" r. � rw'' ,G3 �` T"•.� / G. 5 15 120 drainage to prevent accumulation of surface water. 18 12 52 20 20-120 18 18 5. Provide an 18" x 24" access crawl hole to under -floor area. Provide under -floor area 52 25 20-120 18 18 3 TEED FRAM C M.ArN RA /G 66 15-20PSF 20-80PSF 18 ventilation of a net area of not less than 1 square toot for each 150 square feet of under -floor 12 66 15-20 120 24 area. Cover vent openings with corrosion resistant wire mesh not less than 1/4" nor more 1/2" 14 66 -Weop VVEOG,c o? s 4✓Np 20-120 24 in any dimension. 6. Mating line piers shall be located directly below ridge beam support columns. Support post 24 aarE7.;'•.4 CN, s,p� oa ,e q /L ....�„_,_` A�J4t.6 --- - �"-e WEoq�F T/cpN%G Y, 7z�Eti/A /G 2 EA CN column locations are shown on the floor plan of the house by N Column numbers are "Matin X //Z G,45TEAl TO`tUST /Ca d E,vv o,4" Po67: also shown on 9 Line Pier Detail." W16d AIA :5; 7. Refer to the Technical Installation Manual for ridge beam pier and main rail pier locations and loads. When spacing shown in the manual is less than shown here on, the manual shall be followed. 8. Mudsill anchors shall be installed within 12" of each end of sill and at a spacing shown on the �Mrn✓, foundation Ian Mudsill anchors ma be 1/2" dia ltotlso r Si St T' MAS A h SE ` 6d .vA/45 .r @e,'/o, C, d /VA /G5 /B'Mit/ f'GYWOOo W/Tf✓FACE C7,4.4/A/ h'o.4/ZoNr,4G �"5E� No TE /3) i /�FoFZ 2-5 PSF W/.�/D, -+ /6C VA /I-$ e le '/o, C, 14.4/,t/ ,G-'.q/� iu�f'`f �-�,QESS�//�E T,2.E,gT,EO /=0t✓it/OAT/tin/ RADE L�/,v/B.E,4 wfl6,v WiT/•J/N G // o.� ,=/N/SH /V -TE /4) D � V 4 .0 . T AIVG-</o2 ,50475 W/TfJ M/N, 7'/ o/C-<l _/2 co-- 2513 wrA/.� H 2 X Wtx�O 7-R //-7 CoA/�/Ec 7"0,� - ' ,4Z- 7-2—_ �F S.EE NOTE /8 2x�,Yilni B✓1ACE GbQ if g'/o , C, Ml -J p . y meson rung le nc or bolts shall be embedded 7" into concrete. FOOTING SIZE - INTERIOR PIER* -�/8/'M/iv, PGY[�1J<so,o W/rN F.a cam' G,es4/N ON - CENTER PIER SPACING PIER LOAD NO2/ZoNT,4G. (SEE ,t/OTE /3, 6' 2132# 24" x 13" ��d /✓A/GS �. �'/®,C, 0.2 /F"o.c, rC•v/Z 25P5,G'WivD 12" x 12" 8' 9. Stem wall may be built atter house is in place. 24" x 17" IZZ 24" x 12" w �7 'CRII-G f/Zo r/T C�Q$�rgE��/< 3553# 24" x 22" 10. Concrete shall be 2000 psi minimum at 28 days. \ \ /,l/O/V/©�/,4c �oNC ¢ ETE o ¢ M,gso,ul.? Y ®/6%Z 5 �•%/4 GG ,"r2G J.�cGT F,2E��r� , 7254%EO <fx/No4T/oN �/Z.40_- /141,1./, \ \ 8 L24" x 18" 1 G4/MBE.s? V✓ifCN W/T.5/iN !o" ®�' •C•/.1//5# "MrHX, AT LT74> 7S �,/ AB©VE EX PoSEl� Cy G cat/.v o [/,VG E �s TV E CoG t/MNs ®,rZ .G'css7's tNf✓/C./s/ 7f/.oY sc/.o..+'o,er.4.¢E T,e�raa E/I/c�ov. Cr E.'it�E (56C NGTt� /5= f 3� SEE .BQi4G,� � \ � Sd NA/LS STA/ti/LES:S STE.�G) @ /o" o, C. 02 G�4TA/G 40 -••-1'+' j �'/®'C. F062 25PSscW/.V1J, �, p °t' c a n 8„ •�2 /S fir' �B P S /C' W//,/D _ �''Z5 PS c W/No �CGWT�iVG/C+'J5J --/2 'sn Xl/✓c.4/�it� t3oG rs w�M/N. 7"•EMl��C7MENT; 20-120 /�" .�G2 2r� PS,� Pl✓iN0 S�cT/o/y .4 -A - 7'Yrs/C 4L. .s/oz; vs ADZ_ /c®vet/.,4 �sE �NOGV/.JGG �ooT/Nc� O/MEn/5/oN•5 Fo/Z G.45T !o' -'O" o.� E',4 <s/--�- /Plywood �Tr �G .�¢A^�E �7'�z�' Nc-zTF ALG /L/A-/L.5' BEGoI/t/ �2A.PE �,4/AGG �3C .5-T',+�/N GE SS STEEG. /B'Mit/ f'GYWOOo W/Tf✓FACE C7,4.4/A/ h'o.4/ZoNr,4G �"5E� No TE /3) i /�FoFZ 2-5 PSF W/.�/D, -+ /6C VA /I-$ e le '/o, C, 14.4/,t/ ,G-'.q/� iu�f'`f �-�,QESS�//�E T,2.E,gT,EO /=0t✓it/OAT/tin/ RADE L�/,v/B.E,4 wfl6,v WiT/•J/N G // o.� ,=/N/SH /V -TE /4) D � V 4 .0 . T AIVG-</o2 ,50475 W/TfJ M/N, 7'/ o/C-<l _/2 co-- 2513 wrA/.� H 2 X Wtx�O 7-R //-7 CoA/�/Ec 7"0,� - ' ,4Z- 7-2—_ �F S.EE NOTE /8 2x�,Yilni B✓1ACE GbQ if g'/o , C, Ml -J p . y meson rung le nc or bolts shall be embedded 7" into concrete. FOOTING SIZE - INTERIOR PIER* ON - CENTER PIER SPACING PIER LOAD ALLOWABLE SOIL BEARING PRESSURE 1000 PSF 1500 PSF 2000 PSF 6' 2132# 24" x 13" 12" x 18" 12" x 12" 8' 9. Stem wall may be built atter house is in place. 24" x 17" IZZ 24" x 12" w �7 'CRII-G f/Zo r/T C�Q$�rgE��/< 3553# 24" x 22" 10. Concrete shall be 2000 psi minimum at 28 days. 24" x 12" /,l/O/V/©�/,4c �oNC ¢ ETE o ¢ M,gso,ul.? Y ®/6%Z 5 �•%/4 GG ,"r2G J.�cGT 9264# 24" x 24" L24" x 18" 1 11. Reinforcing bars for concrete shall be deformed bars meeting ATSM A-615, Grade 40. Lap all 12 AT LT74> 7S �,/ AB©VE EX PoSEl� Cy G cat/.v o [/,VG E �s TV E CoG t/MNs ®,rZ .G'css7's tNf✓/C./s/ 7f/.oY sc/.o..+'o,er.4.¢E T,e�raa E/I/c�ov. 15 .'4 L T�'�/V>� rc= .�2�,�/T _—A/Z)> 16 bars 24" minimum. 12 40 20 WA GG UeC7- /4 _ t`�/<a� wseGG oNey} 12. Lumber material shall be Douglas -Fir or Hem Fir, Standard or better. 12 40 25 20-120 18 13. shall be minimum 3/8" C -C exterior. 12 52 15 PSF 20-IOPSF /Plywood �Tr �G .�¢A^�E �7'�z�' 16 .�" c ��,,(.,/�9.�i �"" r. � rw'' ,G3 �` T"•.� / G. 5 14. Each piece of lumber or plywood less than 6 above finish grade shall be preservative treated and shall have the following information permanently affixed: W'rG®, 6d4 7", 0,2 cc.grM p a. Identity of company doing treatment and date of treatment (month and year). yi ��/�'Z 7� ,s4/ / ZA/L b. Symbol for the type of preservative used. c. The American Wood Preservers Bureau quality control trademark (Report No. AA -517). _ . f A OPleejV4'O PIER 64 -RA c. ry ,o,40,4Z raaG a ZZX d. The letters "TSO" specifying "Treatment Service Only" where applicable. ., e. Proper grade markings to identify the species and grade of wood for structural purposes MrA rE•p-r,✓000rnR oT?v�X by an approved grading agency. G M/n/ r,�.--AIC-4c 41VE0 14,4 7EAZA-4 L , I. AWPB-FDN (Identifies authorization under this report.) ee o/y / (-T/ ZS 114-,e T 446GE IrZ} 15. Where lumber is cut after treatment, the cut surface shall be brush -coated with not less than 3 percent solution of the same preservative used in the original treatment, or shall be field CQ N'QT'`.✓.�kgG ro• 2A-ID6 treated in conformance with AWPA standard M4-80 using 5 percent solution of pentachlorophenol copper naphihenate containing a minimum of 2 percent copper metal a vr/{ Vol- 94SE- 2-/6d,uA/�s �ST•4/N/�SS 57''EL� /414,4 7;:5.'Y To a/z.ts (a'YP.) FAS7"EN�%9S E-'Go,v <y�eAOE sSAGG 6E BTq/ /GESS �7 ESL 3 percent solution of ACA, CCA, types A, B or C, or a 5 percent solution of FCAP or ACC, or e gUsfJ6v 57'o.0 J,/2 ,V4X' oR creosote in conformance with AWPA standard M4-80 paragraph 1.511. C7 ea ot/ a TEo 3/6�'To 3/y._ . NoTsMALLEC 71VAA/11e. r►RA/t/SPG�11ED -- ' 16. Fasteners in preservative -treated wood shall be approved silicon bronze or copper, stainless 7:o PRoV/(DE .300o Rs,- BSAR%A/� CA pA </7y -- T . . . . steel or hot -dipped zinc -coated steel conforming to Section 25.1717(a) of U.B.C. Standard i No. 25-17. Hot -dipped zinc -coated nails may be used for crawl space construction where 6 polyethylene sheeting is applied to the below -grade portions of the exterior wall. Zinc -coated /✓uTE /2 I (T YR I r I I fasteners shall be coated after manufacture in the final form, including pointing, heading, threading or twisting as applicable. Electrogalvanized or mechanically plated nails or staples TAB LE III are not permitted, nor are hot -dipped zinc -coated staples. Framing anchors shall be of hot - dipped zinc -coated A-446, grade A, sheet steel conforming to U.B.C. Standard No.27-1. 17. All lumber and plywood required to be preservative treated shall be pressure treated in accordance with the American Wood Preservers Bureau Standard AWPB-FDN. Quality Control Program for Softwood Lumber, Timber and Plywood Pressure Treated with Waterborne Preservatives for Ground Contact Use in Residential and Light Commercial Foundations - 1980. 18. Obtain from local building authorities the exposure type (C or B) and wind speed (70 mph or 80 mph) applicable to the foundation site. With these values, find the required Wind Design Pressure in the table below. Use the Wind Design Pressure to determine the required footing U.B.C. 1988 EDITION WIND DESIGN PRESSURE P.S.F. WIND EXPOSURE SPEED B C M.P.H. 70 15 20 80 15 25 II i It •' � V NOTE: C/21,' 0- L.�c SFA r. /,ids N7.4Y G`�,s[ 21yt" o, C. LLtrr✓'//2 r//�Gy WOOD 4F,-VLa V✓EGG fir' q.slJNr� 5/,v//L 4? U//Tf✓c�[JT cFSEi' . 4-4.,G= VA 7-•/' � A./ *FC YJPING OF OTHER DIMENSIONS WITH EQUAL OR GREATER FARiii -- --.—�-_^__,-..�- CONTACT AREA MAY BE USED. dimensions. X -PR -065 10/97 FOOTING SIZE - INTERIOR PIER* ON - CENTER PIER SPACING PIER LOAD ALLOWABLE SOIL BEARING PRESSURE 1000 PSF 1500 PSF 2000 PSF 6' 2132# 24" x 13" 12" x 18" 12" x 12" 8' 2848# 24" x 17" 24" x 12" 24" x 12" 10' 3553# 24" x 22" 24" x 15" 24" x 12" 12' 9264# 24" x 24" L24" x 18" 1 24" x 14" II i It •' � V NOTE: C/21,' 0- L.�c SFA r. /,ids N7.4Y G`�,s[ 21yt" o, C. LLtrr✓'//2 r//�Gy WOOD 4F,-VLa V✓EGG fir' q.slJNr� 5/,v//L 4? U//Tf✓c�[JT cFSEi' . 4-4.,G= VA 7-•/' � A./ *FC YJPING OF OTHER DIMENSIONS WITH EQUAL OR GREATER FARiii -- --.—�-_^__,-..�- CONTACT AREA MAY BE USED. dimensions. X -PR -065 10/97 i� F<lSTEN ENDWALL FOOTING DIMENSIONS xApproval * WIND dow ,at uohorite o, appro•,e. any omssror b, g` sa MAX. HOUSE DESIGN ROOF D114ENSIONS (MIN.) LENGTH PRESSURE LOAD (S) D" T" W. 40 15 PSF 20-80PSF 12 12 12 40 15 120 16 16 12 40 20 20-120 16 16 12 40 25 20-120 18 18 12 52 15 PSF 20-IOPSF 16 16 12 52 15 120 18 18 12 52 20 20-120 18 18 12 52 25 20-120 18 18 18 66 15-20PSF 20-80PSF 18 18 12 66 15-20 120 24 24 14 66 25 20-120 24 24 24 i� F<lSTEN xApproval dow ,at uohorite o, appro•,e. any omssror b, g` sa 'rom rew—win ai opplitobie State taw, r".d reoulaMns LLi`= Stare of Cciifn.nin :Ys ftj Department of /lousing and Community Dswlatr wo F 010SJOH 05 CODES AND STANDARDS P By - - -- -- Dotd� P towwrunf" 5Ek = o O -OA NUJ. � '-t ------------- ' V f s'- L *6 Ploy, Awovol Expires t €a TITLE PIPa MOBILE HOME � y FOUNDATION SYSTEM N �a: 6 DRAWN NO• REV DATE AW YL In FLEETWOOD [A'T[FPRIff.S. I.SC DAtE=1-�i,.. Art. MEII4 401 A P+