Loading...
HomeMy WebLinkAbout072-500-01472-50-14 Y A.A. DEUBERRY n -/S Finlayson Ct, .500,'S_Mather_Ln,__15( E Stringtown Rd, Oroville Contr: R & R Pump ,i Permit#1690-85P,E(util, ) ELEC GAS i SUPPORT STRUCTURE REQ COMPACTION•TEST REQ I 1-- - z w 72-50-14 Permit#1934-8 B,E(necabana & ramada/ 072-500-01400-1198 198 i RRY, ARTHUR & CLARDELL, - 18FINL CT., OROVILLE �. MM 0 SKYC TERPRIS MH ON PERM FND ` 072-50-0-014 00-13-g DEUBERRY, ARTHUR j'a 18 FINLAYSON COURT, OROVaq k/ CONTR: SKYCREST ENTERPRISE IJ GARAGE 072-500-014 02-1547 fFINAJ DEUBERRY,ARTHUR 18 FINLAYSON CT., OROVILLE (2) DECKS r (VOTES RESIDENTIAL PERMIT NO. 072-500-014 02-1547 DEUBERRY, ARTHUR - 18 FINLAYSON CT., OROVILLE (2) DECKS i SPECIAL. CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER INALE JOB FINALED (Date) 0 2� Signature t { {1 t t RESIDENTIAL PERMIT NO. 072-500-014 02-1547 DEUBERRY, ARTHUR - 18 FINLAYSON CT., OROVILLE (2) DECKS i SPECIAL. CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER INALE JOB FINALED (Date) 0 2� Signature ✓ = OK U = Plot OK = Not Applicable = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 7. 1. Zoning Requirements -Setbacks -Easements 8. 2. Soils; Special MH Support Sketch 9. 3. Sewer; Location -Test -Fall -C/O -Concrete 10. 4. Water; Location -Test -Easement Needed (Sketch) 11. 5. Electricity; Location- Clearances-Grnd-/ /Amp -Concrete 12. 6. Gas; Location -Test -Wrap;-/ /" L'ft. / /'Nat. or / /"L"ft./ /'LPG 7. Well Clearance & Discohnect Card B-1 Date Card B-1 6 8. Utility Clearance Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Date Card B-1 Date Card B-1 Date Card B-1 Date - Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 4. 1. Zoning Requirements -Setbacks -Easements 5. 2. Footings; Size -Spacing -Marriage Line 6. 3. Gas; MH Test -Demand -Valve -Connector 7. 4. Electricity; MH Test -Crossovers -Breakers -Clearances 8. 5. Drain; MH Test -Fall -Flex Connector 9. 6. Water; MH Test -Regulator -Connector 10. 7. Water and Sewer Connected -C/O to Grade -HD Approval 11. 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, COV , CARPORTS GARAGES (Plans) OK except #'s g Requirements -Setbacks -Easements �yettfigs; Soile-Size-Depth-Spacing-Connectors-Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rhrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rtirs-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 6 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance -GA 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main 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 V= OK 0 = Not OK - = Not Applicable = Not Ready FRAMING (Permit) OK except #'s RESIDENTIAL (; Date 41. Underfloor (Plans) OK except #'s 42. 1. Zoning -Setbacks -Easements -Flood -Slope Draft Stop in Walls (rat proof) 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 45. 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -S IIs -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 63. PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 70. Fireplace or Stove, Clearance -Hearth Date 71. Card B-1 Date Card B-1 Date 72. Card B-1 Date Card B-1 Date 73. ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or Al Insulated Neutral O Yes ❑ No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings Date 86. Card B-1 Date Card B-1 Date 87. Card B-1 Date Card B-1 Date 88. MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing jingle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties- Purlin-Roff Brac.-Truss-Shting.-Ring. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes 82. Following Insttd./Drive :1 Yes J No/Walks J Yes ;J No/Planters p Yes J No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT O. (Rev. 12/96) APPLICATION AND PERMIT �a"� S� ASSESSOR PARCEL NUMBER 072-500-014 ZONING BUILDING PERMIT OWNER DEU3EPURY A= TELEPHONE 9— SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 18 FINI.AYSON CT., OROVITIE, CA 99966 79- 904-00 CONTRACTORS NAME O4VL m TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 2,072.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 54.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ -19-10 BUILDINGADDRESS Energy Plan Checking Fee $ PERMIT FEE $ 109.10 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.0023.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome EX Other SPECIFY Solar or heat um water heater Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: (2) DECKS Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service Zoog 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. License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: d [,as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier 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.) 01/1 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 co y 'th those provisions. X Date � (� 02 - ontractor ❑ Ant Si nature of Applicant - O -Owner ❑ge An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 46.00 NEW CONST. DW &r OCCUP. SD OR ADDNS. ( a ACC. Bins. 3.5¢FT; CONST. MULTI -OUTLET 97.50 Pro APPARATus a SINGLE OUTLET CIR. FIXT EX. Occup. OUTLET OR BAL O 150 FIXEDAR ORR Ex. Occup. ouT, RESID. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE _ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee I $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 109.10 HAZ. D. FEES IMP FLOODCDF PARCEL PD HD ISSUE This permit is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By D.tef /S�Z PERMIT EXPIRES ON poolo Dete ReceiptNo. 354035 0109.10 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT (�,�:'t"'.{��+�.+.,?�1�.-'r.^a..�sj"��....�-�.��..:2%""i-,.c,y-..xz+.ww..+s..^�.+.,• -,.�..-w-Yvi?t�+�pi��t`"�f 7v:.p f`�"''�., .,a ..�,.r'^.e�-.�. �.�.,��, 1 •r� Ni. COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET l-� OWNER: Z/C���� ASSESSOR PARCEL NUMBER 0 -7 �� �� �� I Proposed Building Use: �`�"` ' ''� Counter Technician: Date: V� Items required in order to apply for a permit. All boxes MUST be checked OR ma ke NA in order to apply. 1.. Plot plans, 3 or 4 sets, signed by the preparer of the plans. 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy ilompliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ Plot plan and business license approval from the City of Biggs .................................... Letter of intent for non-residential buildings......................................................... Detached Accessory Building Form filled out by the owner ..................................... Hazardous Material Form............................................................................... Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 14. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... �5. Statement of Intent for Non -heated and A/C Buildings .................................. . 6 Sanitation and plot plan approval from the Environmental Health Department in 15C � V❑ 17. City of Chico Plumbing permit........................................................................ ❑ 18. California Department of Forestry plan approval ❑ paid. Sent by: ...................... ❑ 19. Planning approval for (A) Use: (B)Parking: (C) Parcel Check: ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization.................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephone and hold for pickup. I have been informed of the abov -it ms and requirements for obtaining a building permit. Applicant: ` Date: CO It 3 1 V 1�_ 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the ab ve qata by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by;d �' 0&b. �' Date: !� &-z. Plans approved by: fL%3. Date: Z -- Structural revieweby: -P,'" # , Date: .11 Structural approved by: Date: Note transfer by: Date: Yellow: Building Division TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE ONLY Fiat Flan Attached Row Flan A shad Sent is G.D. v in,�, n -4- D— R+� I,' I —lif Owner Loc tion AP# Plan Approved for: Sewage DisposIl—, Water Supply: Public Private Well Clearance for dwelling. Other 1) X Hold final for: Final clearance O.K. for: NOTE: tnvironmen-tal Health Specialist 8/96 Date O`VNER-BUILDER VERIFICATION A:tencion Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signafte. 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 roperty improvement: YES NO ❑ 2. HAVE -.HAVE NOT ❑ signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: 4 ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. I plan to provide portions of this .work, supervise, and provide the major work: NAME: ADDRESS: PHONE: but I have hired the following person to coordinate, CONTRACTOR'S LICENSE NO. 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: 1— SOCIAL SECURITY NUMBER: DATE: A Ce I KIr 7� NOTE: This Owner -Builder Verification is required by Section 198.31 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit OVER OWNER BUILDER INFORMATION Dear Property 0 ---dr: An application for a building permit has been submitted. in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible parry of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is 5300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an emplover, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ 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 (and, if You wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perforin 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 contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confum that you are aware of these matters. The building permit will not be issued until the verification is returned. I rely, otic el C. Vi ira, C.B.O. i✓t ger, Building Inspection NOTE: Tins Owner -Builder Information is required by Seellon 19810 of 1h Californla Xea11h and Safety Code - OVER ,bX ALL STRUCTURES AND EQUIPMENT IkUDING. OVERHANGS SHALL BE CLEAR OF ALL EASc&!E.Vr- A SET BACK OF- _5 F7. FRO-ki FT. FROM THE REAR PROPEL:. -T -Y FT. FROM THE ROAD',"CENTERLINE SHALL BE CLEAR OF STRUCTURES AND EQUIPMENT EXCEPT Nfl A #ff? #Avg avwimft P,R,TVA"?, bElA6-c-P,9-,? 18 pINLAOSON. CX. OR014ILLiE . CALIF. ,.k?# 6 NEW 2/.',x U-' MAWtAr-Ac-TV 140PAE- 6AfLAt)F- ROOM EXISTit,40 'lot POWER- l< ti /APPROVE®' 0.1 Butte Copot C A y lu"Menmi He; BUTTE GLUM BUILDICG DEPARMMMME I -t re APPROVED e c Ic Nat -E-o -to /A/ BUTTE COUNTy ►� IC? BUILDING DEPARTqENT pPRO � ED 4�l e(� ;N pester: to o- O 2�. Ow l i _ A 4 -5P Pa�u µ .J 0 , LA, 0 o d ZL- N J S; v^� if / N AN NOTES RESIDENTIAL 072-50-0-014 00-1350 v PERMIT NO.� DEUBERRY, ARTHUR - - 18 FINLAYSON COURT, OROVILLE r CONTR: SKYCREST ENTERPRISE iGARAGE A I��a�-11c� i t 14 11 SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER CHECKED BY JOB FINALED (Date) Signature V=OK 0 = Not OK - = Not Applicable. MOBILE I"ItOMES = Not Ready Date MOBILE HOME UTILITIES (Plans) OK except It's 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location- Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COV , CARPORTS GARAGES (Plans) OK except p's /'Nat. or/ /"L"N./ /'LPG 1. 7. Well Clearance & Disconnect 2 8. Utility Clearance 3. 4. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures Date Carports; Windows -Doors Card B-1 Date Card B-1 Date Elec 06 rmg.; Sills-Anchors-Studs-Rftrs-Trusses Siding; Nailing -Veneer -Stucco -Mesh Roof; Shthg-Roofing Ext.; Steps -Doors -Landings Braced Wall Panels Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Date 1. Zoning Requirements -Setbacks -Easements Date 2. Footings; Size -Spacing -Marriage Line Date 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal 10. Plumb.; Cir. Test -Water Supply Test Date 11. Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COV , CARPORTS GARAGES (Plans) OK except p's 1. Zoni Requirements -Setbacks -Easements 2 ootings; Soils -Size -Depth -Spacing -Connectors -Steel 3. 4. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors Al 7. 9. 10. 11. 12. Elec 06 rmg.; Sills-Anchors-Studs-Rftrs-Trusses Siding; Nailing -Veneer -Stucco -Mesh Roof; Shthg-Roofing Ext.; Steps -Doors -Landings Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- 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 V= OK 0 = Not OK - = Not Applicable =Not Ready RESIDENTIAL (; Date Hangers -Post Caps -Anchors -Connectors Underfloor (Plans) OK except #'s Cling. Joist-Rttr. Ties-Purlin-Roll Brac.-Truss-Shting.-Ring. 1. Zoning-Setbacks-Easements-Flood-Slope 49. 2. Ftg., Main; Soils-Elec. Grnd.-/ r Ftg. Depth Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ r Ftg. Depth 52. 4. Ftg., Porches & Decks; Soils-Steel-/ /" Ftg. Depth Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 5. Stemwalls, Main; Steel-Blockouts-Wrapped 55. 6. Stemwalls, Garage; Steel-Blockouts-Wrapped Siding -Nailing Veneer 6a. Hold Downs and Special Anchors 58. 7. Slab, Steel-Wrapped Shear Walls; Nailing -Bolts 8. Piers-Fireplace Ftg.-Steel 61. 9. D.W.V.; Fall-Fitting-Test-2 Way C/O-Sewer Test Infiltration -Walls -Windows 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Plb., Elec. & Mech. Equip. Listed for Location 11. Water Pipe; Test-Anchors-Regulator-Service Test Elec. Receptacles in Garage (F.F.I.)-Romex Protection 12. Electric Underground Insulation -Foam -Looked in Attic 13. Plenums & Ducts; Clearance-Material-Support-Ins. Guard Rails & Deck Construction -Post Caps 14. Girders-Sills-Anchor Bolts-Joists-Vents-Crippies Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth 15. Access & Ventilation Clearance Looked under Floor O Yes 16. Insulation Following Instld./Drive 0 Yes No/Walks D Yes ❑ No/Planters 0 Yes ] No 83. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Water Well, Disconnect, Electrical, Plumbing 17. Water Htr.; Vent-Access-Combustion Air Baffle Exterior Elec. Trim, G.F.I. Receptacle -Underground 18. Water Pipe; Test & Anchor-Nail Protection Ventilation Throughout House 19. D.W.V.; Test Fittirgs & Anchor-Nail Protection Glass Protection 20. Shower Pan; Test, First Floor-Tub Access Corrections from Previous Inspections 21. Test Tub & Shower, Second Floor-Tub Access Gas Test -Meters Tagged, Gas -Electric 22. Gas Pipe; Sixe & Anchors Water & Sewer Connected -C/O to Grade -HD Approval 93. 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 Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fasteners-Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 30. Range Circle / / ga Cu or AI-Oven Circ. / / ga Cu or Al Insulated Neutral O Yes I] No 31. Service-Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 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 #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace-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 (Permit) OK except #'s 40. Sits Proper Materials & Anchors 41. Walls Studs-Nailing Spacing & Braces-Plates-Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls 'rat proof) 44. Fire Stops, Furred Ceilings-Stairs-Chasers-Tubs 45. Headers & Beams-Size & Bearing Tingle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rttr. Ties-Purlin-Roll Brac.-Truss-Shting.-Ring. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes 82. Following Instld./Drive 0 Yes No/Walks D Yes ❑ No/Planters 0 Yes ] No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNYY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 40 -,�7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT (Rev. 12/96) APPLICATION AND PERMIT IIE161PC�L�IuMBF�R14 7UU U LINING BUILDINGPERMIT OWNER ARTHUR DEUBERRY TELEPHONE 589-4020 SQ, FT, OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 18 FINLAYSON CT, ORROVILLE 7_12..I).0 CONTRACTOR'S NAME SKYCREST ENTERPRISES TELEPHONE 342-2694 CONTRACTORS MAILING ADDRESS 13468 HWY 99, CHICO 95973 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 8/12.0 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ing nn ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 70 20 BUILDING ADDRESS SAME Energy Plan Checking Fee $ PERMIT FEE _ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other GARAGEWater SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other X Describe Work: _r -ARA(' -P. Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 600V OR LESS Main Service 200A 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 n fullforceand effect. License Class Ly/ Lic. No. 13-9 15//I t� OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUR OR ADDNS. ( & ACC. BLDS. SO 3.5¢x: ,,cµRONID .S ' MULTI -OUTLET ITS @7.50 POWER APPARATUS a SINGLE OLlRE7 CIR. Ex. Occup. OUTLET OR FIXTURES 20 @ 1.00 aAL @ .50 Ex. Occup. DFlx TSA o oE. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 36.95 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. f 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' mpensation insure ce carrier and policy number are: Carrier Policy Number (The above sections need not be complete lt 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 fo ith comply with thos pr vis' ns. C- X 7 Si na ur f Applicant - ❑ Owne�Contractor An OSHA permit is required for excavations over 5'0" d)7Agent p and demolition or constru tion of structures over 3 stories in height. Receipt No. 294848/$110.20 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PIN -INSPE TOR O D O A MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ 235.15 HAZ. D. FEES IMP I FLOOD CDF PARCEL I PD I HD ISS This permit is hereby issued under the applicable provisions of the Butte County ode and/or Resolutions to do work Indic a for 00-h fees have been paid. Byte PERMIT EXPIRES ON o %� of De RIM C0104"I"i 6F hUTTE - OEPARTMENTOF BUILDING DIVISION J .1 , I - NO. -oville, California 959,16F) PERN411 Comily Center Di ve - Or 6 9`l �ri P L i (,ALT 10 N A H D P F k W i �P( /Y5 ASS ESS011, N-1—TL MAAaM PERMIT GUILONG VAIAIATION E "A H c0rrrRAG7cq,z;j,1Aa,,w, ;09A:'S , ruli'_' Valuation. i AkCiorrr.r cm Era;l-ErTs'!; m1ourn 0 LCT 110 Sum) IPARCEL MA P UISCOFSTRUCTURE 3F UI Duplex C1 Mcibiltzlv-w0 Wier LA (Aht., 13 a9�g�'/uo.�� �i�s�oo 20.00 Derr at Fe,! ..J -f Pla" checl';.tg r c! PERMITHE PLUMPING PEMMIT Fling Fec 2G.O0 Sol--( or heat pwrip water heater 1 23.00 :'wet piping J.00 Each qoc wade., heater ni vent 5.00! _7j. 00 L020.001 k�,E A K,'i VT F E E ELEC'i RICAL. PER:tl I I' Filing Feel 20-00 !'Jai'l I -'I I1 tOS 23 01 Mi.tin Sei-)ica M "N j to is- :, 3.5c ...U)Li.f Ok OR 1 23.001 Mobile Honlo Fuciliti­�' PERMIT FEL $ (WECIi.kl41CAL PERMIT Filing FL -e 1 20.00 _.0"-50 $ jy IS- 11J.-; J­eiwit k "hu provisions M Itc- koLjrjiy and/or Resolutions to do %vo:l\ jfjjv,: J.-c,.c cc•, wh;Js fees have been paid. Fly Date PERMIT E4PIRES, ON COUNTY OF,BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: u e ASSESSOR PARCEL NUMBER: O 1@L" v Proposed B ding Use: Building Inspector: Date: At time of permit applicatio , I was dvised the following data must be submitted prior to permit Oroc6stsing and/or issuance: Date Received By ❑ . All items have been submitted .----------------------------- =------------------------------------------------------ plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ mplete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 9N®-0 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑5. Engineered truss details and layout in duplicate (required prior -to plan review) No faxes! ------------------ ❑ 6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- 0 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑ lanufactured Home data and installation instructions including Tie Down Specifications.------------------ 1 ees of $ La-��•-----e��--------------------------------------------------- El 11. Impact fees as shown on the attached schedule. ----------------------------------------------------------------- *- California Department of Forestry plan approval/fees. !f_1�---- --61-i511-LI-Z------------- 131. Flood elevation certificate. --------------`--------------------------------------------------------------------------- ❑ Ftation and plot plan approval Health Department. ---------=--------------------------------- ICTilty 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. ----------------------- ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- ❑20. Pre -inspection for required Request to Building Inspector on (Date) 021. Contractor's license information. (Number, Name Style, Classification). 022. Workers' Compensation carrier and policy number. ----------------------- E123. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). -- 024. Letter of signature authorization. -------------------------------------------- ❑ 25. Recorded copy of Agricultural Acknowledgment Statement. -------------- ❑ 26. Letter of intent on building use. ---------------------------------------------- ❑ 27. Manufactured Home utility clearance. --------------------------------------- 028. Existing violations and/or expired permits. --------------------------------- 1129. ❑433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ E130. Other: ------ en you issue the vernutroce�g follows ❑ Mail to owner.❑Mail qtractor.t r1 Telephone ' ��Pl�f O� 1 ❑ and hold for pickup at office. Deliver with inspector. Apph x Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑wOth Date: By: 1. Index permit application for the above items numbered: �t01 Plan Check List 2. Additional items required: i 1 Contractor, designer, owner, was advh& o 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 Divis'bn counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ B ' ivi on counter, by Date: Contractor, designer, owner, wV,7d of the above req ' data by ❑phone, ❑mail, 1:1 ui vi r • counter, by Date: Plans reviewed by: Date: ' Q Plans approved by: Date: 15A* /o ZOO Sets of plans on ho in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. TO. Buit'din�—part en FlROM: Environmental Heail SPBJECT: Sanitation Clearance Owner Location Plan Approved for: Sewage Disposal atf r Supply: / Public Clearance fo0gP.clwelling. Other Q�(Lg1�,�q Pd as x 2 nA,.�, Hold final for:�.T. 9 Final clearance O.K. for: NOTE. Environmental He 18/96 SpecigKist /-�,:-,, p r; 0 V Butte County Environ—ental Healtr, sep r- sgwem NE01 2.6';K4 MANuFAC.TAR6 Z I4OME' 8 ,2Z X zz ATrAc.E�D . L-ARAC �P 6YlbT7#Jc-) � ��ScRL�EA ` Room S`qn• ure PbWER y -- / U �go� ART1aucZ �Eu�FSF.RRY 18 (=1N SAY SON GT, OROVIu.e CALIF, A+' `07Z- Soo -o1y SCAB Private Well Date EXISTS l&) WEu- August 10, 2000 Arthur Dewberry 18 Finlayson Ct. Oroville, CA 95965 0 0 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Parcel Number: 072-500-014 Building Permit Number: 00-1350 This office reviewed building plans for the permit application referenced above. The plans examiner's comments are listed in Part I below. Please respond in writing to each comment in Part -I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the recheck and approval of this project. If more than one party is responsible for plans, all party's must respond on the PLAN REVIEW RESPONSE FORM. PART -I Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Hardipanel siding cannot be used on alternate braced wall panels because the height to length ratio is exceeded (2:1 Max). These walls require lateral analysis or change plans to reflex the prescriptive requirements of the UBC. In addition you have noted the installation of the Hardipanel is to be per NER-405 but the details for attachment shown on the plans are different 0� from those called out on the report. Call out all requirements from the report, directly on the plans, for nail type and size and spacing of the nails ( 6 inches overall per report).. Shear wall A Q�� edule shown on the plans is a braced wall schedule, no calculations have been submitted for �9 ear walls. All changes are required to be shown on the plans. Plans may be picked up in the Oroville office or, at your request, we will send them to the Chico office for pick up the next day. K' U1to,/ Plan check will continue upon receipt of all of the above items. Additional comments may be �?, generated from your response above where the plan documents were incomplete, inconsistent or �not adequate to depict code compliance.. 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 Fridays. V-P'vJ` ART -II The items identified belo must be submitted prior to permit issuanc#These items were noted at the time of permit application on the PERMIT APPLICATION DATA SHEET. 1. Balance of fees is $124.95 Sincere , 71 arth hitney Plans xaminer cc: Skycrest Enterprises Frank Glazewski June 30, 2000 Auther Denberry 18 Finlayson Ct. Oroville, CA 95966 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Parcel Number: 072-500-014 Building Permit Number: 00-1350 This office reviewed building plans for the permit application referenced above. The plans examiner's comments are listed in Part I below. Please respond in writing to each comment in Part -I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the recheck and approval of this project. If more than one party is responsible for plans, all party's must respond on the PLAN REVIEW RESPONSE FORM. PART -I Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Provide three set of plans. Plans are to be designed to the 1997 UBC. Plans are to be drawn to scale for the specific structure that you will be building. Plan is not to contain options. Provide two sets of engineered truss calcs if that is what you will be using. Alternate roofing plan shown on these plans would require an engineered analysis as it is not conventionally framed. Plans are to show braced wall panel method, attachment and specific location of each panel. Plans are to met specific bracing requirements of the building code or you are to submit a lateral analysis of the structure by a licensed professional. Two sets of stamped signed calcs are to be submitted and plans are to be stamped and signed. Plan check will continue upon receipt of all of the above items. Additional comments may be generated from your response above where the plan documents were incomplete, inconsistent or not adequate to depict code compliance.. 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 Fridays. PART -II • The items iddntified below must be submitted prior to permit issuat. These items were noted at the time of permit application on the PERMIT APPLICATION DATA SHEET. 1. Balance of building permit fees is $124.95 2. Sanitation and plot plan approval from the Oroville office of Environmental Health. 3. SRA fees of $89.00. Sincerely, Martha Whitney Plans Examiner cc: Skycrest Enterprises y91 I O)9 (*4390 btu SEPTIC. S�STC-"wt \ NEW 2/-',x U-' MAnI U FA c.Tum& Z 140me' ,8 u' x 22,2 AT-rAc-I-►�D \ 0ARAEiE EXiSTIrlc- f �N sCRo-t�ED Roots P6 tE `fro wEV- % Zy oo 115 STRUCTURAL CALCULATIONS Frank M. Glazewski architect Structural designer 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 Fax (530) 894-3422 _0 F4 f2 Se x (P / 3 Zy-C. A AV Z. a,+ z1 "o/c, s MAXSPAN2 12:21 PM ------------------------------------------------------------------------ Rev 9-28-93 wood joists - span capacity 8/ 3/00 Description >>Typical roof rafters ------------LOADING DATA--- ------ ------------ GENERAL DATA ------------ Dead load > .009 ksf Load duration factor > 1.250 Live load > .016 ksf Joist spacing > 24.000 inches Total load > .025 ksf Repetitive (Y/N)?> Y Tributary load > ' .050 klf ----------------------------------- Concentrated load> .000 kips Eq uniform load > .000 klf ---------------------------SECTION PROPERTIES --------------------------- Member thickness > 1.500 inches Member width > 5.500 inches Section modulus > 7.563 in"3 Area > 8.250 in '2 Moment of inertia > 20.797 in -4 --------------------------LUMBER DESIGN VALUES ------------------- - ------ Base values Species Grade Fb Ft Fv Fc1- FcJJ E DFL NO2 875 575 95 625 1300 1600000 Size factor Cf > 1.300 (APPLY TO Fb) Size factor Cf > 1.300 (APPLY TO Ft) Size factor Cf > 1.100 (APPLY TO Fcl) Repetitive member factor Cr > 1.150 Adjusted values Species Grade Fb Ft Fv Fc1 FcJ1 E DFL NO2 1635 748 119 625 1430 1600000 -------------- - -------------- MAXIMUM SPANS ------------------------------ max. span as limited by: Bending > 12.840 feet Shear > 26.125 feet Total load deflection (L/240) > 11.393 feet STL > .570 inches Live load deflection (L/360) > 11.545 feet SLL > .384 inches -------------------------CONCENTRATED LOAD CHECK ------------------------ Check uniform DL additive with concentrated load? > Y Max span as limited by concentrated loading > .000 feet Check stresses due to concentrated loading.... V uniform DL > .000 kips V concentrated load > .000 kips V cap of joist > .653 kips <ok> of allowable > .000 M uniform DL > .000 ft -kips M max with load at midspan > .000 ft -kips M cap of joist > 1.030 ft -kips <ok> of allowable > .000 ---Deflection--- Uniform DL deflection > .000 inches Concentrated load deflection > .000 inches Total load deflection > .000 in. L/ 0 WW W W W W x x a t/1 YI ✓f coo M ® O r N i lV NN �._. SSBM 6 12:07 PM ------------------------------------------------------------------------ Rev 9-13-93 SIMPLE SPAN BEAM - UNIFORM LOAD 8/ 3/00 ------------------------------------------------------------------------ Description >> H-1 ---------------------------------GENERAL-------------------------------- Span (L) > 16.250 feet Repetetive ? > N Reduce shear for bm depth > Y Laterally supported (YIN) > Y lu > .000 feet le > .000 feet Slenderness factor Cs > .000 Ck > 22.210 --------------------------------ACTIONS--------------------------------- Uniform dead load > .202 kips/ft 49 o TL Uniform live load > .208 kips/ft 51 o TL Uniform total load > .410 kips/ft End reactions ........................... DL > 1.641 kips LL > 1.690 kips TL > 3.331 kips -4-- Design loads ............................ Total load moment (M) > 13.533 ft -kips Total load shear (V) > 3.331 kips --------------------------LUMBER DESIGN VALUES -------------------------- Base values Species Grade Fb Ft Fv Fc1- FcJJ E DFGL 24F -V4 2400 1150 165 650 1650 1800000 Size factor Cf > 1.000 Apply to Fb Size factor Cf > 1.000 Apply to Ft Size factor Cf > 1.000 Apply to Fcl Repetitive member factor Cr > 1.000 Load duration factor Cd > 1.250 Adjustment for lateral support > 1.000 Adjusted values Species Grade Fb Ft Fv Fcl FcJJ E DFGL 24F -V4 3000 1150 206 650 1650 1800000 --------------------------------BEAM DATA ------------------------------- Member width > 3.125 inches Member depth > 12.000 inches Required Actual Comment S (in"3) > 54.133 75.000 <ok> A (in -2) > 21.245 37.500 <ok> I (in -4) > 450.000 ------------------------------- DEFLECTIONS ------------------------ ------ Total load deflection > .794 inches L/ 246 <OK> Live load deflection > .403 inches L/ 484 <OK> Dead load deflection > .391 inches Minimum camber "(glu-lams) > .587 inches <1.5*DL deflection> Standard 20001R camber > .198 inches --------------------------CHECK MIN. BRG. AREA -------------------------- Minimum area > .5.125 in -2 Minimum length > 1.640 inche — ---- - -- _ _ y41 t4 I I MAnlufAc.ru2a Z I4oMC ,8 \� ?ZZ' x 22 OARAc)e EjclsT�r1L� / l ROOM Pv to / 00 FIrJ��S � 019 {SPO Se t sepm c. sysr� NEW 26' x (.6' ` MAn1uFACTutt.e'� Z Home � 8 Z.Z )(22 ATTP44-� C,ARA EXisr�NU �f -o � scram-�cn Room Pt* to p PowE� �VA Fid AR�-N uc� i)E�►�E.RctY 18 FIN LAY s0 N GT, ORoVIu.� CALIF, A� 07Z-500-01(4 SCALk, i'- 80' 1 1 1 I I PRC --ECT PROCESSING RF -CORD APPLICANT: e,a--� ���•� OWNER: PERMIT #: A.P.#: WORK DESCRIPTION: DATE .Ll.-oo A •to• CZ) v STRUCTURAL CALCULATIONS Frank M. Glazewski architect Structural designer 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 Fax (530) 894-3422 115 22-141 SO SHEETS annaao 22-142 100 SHEETS 22-144 200 SHEETS i 3 MAXSPAN2 12:21 PM ------------------------------------------------------------------------ Rev 9-28-93 Wood joists'- span capacity 8/ 3/00 Description >>Typical roof rafters ------------LOADING DATA ----------- ------------GENERAL DATA ------------ Dead load > .009 ksf Load duration factor > 1.250 Live load > .016 ksf Joist spacing > 24.000 inches Total load > .025 ksf Repetitive (Y/N)?> Y Tributary load > .050 klf ----------------------------------- Concentrated load> .000 kips Eq uniform load > .000 klf ---------------------------SECTION PROPERTIES --------------------------- Member thickness > 1.500 inches Member width > 5.500 inches Section modulus > 7.563 in"3 Area > 8.250 in -2 Moment of inertia > 20.797 in^4 --------------------------LUMBER DESIGN VALUES -------------------------- Base values Species Grade Fb Ft Fv Fcl FcJJ E DFL NO2 875 575 95 625 1300 1600000 Size factor Cf > 1.300 (APPLY TO Fb) Size factor Cf > 1.300 (APPLY TO Ft) Size factor Cf > 1.100 (APPLY TO Fcl) Repetitive member factor Cr > 1.150 Adjusted values Species Grade Fb Ft Fv Fc1- Fc -U E DFL NO2 1635 748 119 625 1430 1600000 -----------------------------MAXIMUM SPANS ------------------------------ Max. span as limited by: Bending > 12.840 feet Shear > 26.125 feet Total load deflection (L/240) > 11.393 feet 6TL > .570 inches Live load deflection (L/360) > 11.545 feet 6LL > .384 inches -----.--------------------CONCENTRATED LOAD CHECK ------------------------ Check uniform DL additive with concentrated load? > Y Max span as limited by concentrated loading > .000 feet Check stresses due to concentrated loading.... V uniform DL > .000 kips V concentrated load > .000 kips V cap of joist > .653 kips <ok> of allowable > .000 M uniform DL > .000 ft -kips M max with load at midspan > .000 ft -kips M cap of joist > 1.030 ft -kips <ok> of allowable > .000 ---Deflection--- Uniform DL deflection > .000 inches Concentrated load deflection > .000 inches Total load deflection > .000 in. L/ 0 Ill 9 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS N d, 0 0 N Ill 9 1y SSBM 6 12:07 PM ------------------------------------------------------------------------ Rev 9-13-93 SIMPLE SPAN BEAM - UNIFORM LOAD 8/ 3/00 ------------------------------------------------------------------------ Description >> H-1 ---------------------------------GENERAL-------------------------------- Span (L) > 16.250 feet Repetetive ? > N Reduce shear for bm depth > Y Laterally supported (YIN) > Y lu > .000 feet le > .000 feet Slenderness factor Cs > .000 Ck > 22.210 --------------------------------ACTIONS--------------------------------- Uniform dead load > .202 kips/ft 49 o TL Uniform live load > .208 kips/ft 51 o TL Uniform total load > .410 kips/ft End reactions ........................... DL > 1.641 kips LL > 1.690 kips TL > 3.331 kips -2-2- Design loads ............................ Total load moment (M) > 13.533 ft -kips Total load shear (V) > 3.331 kips -------------------- LUMBER DESIGN VALUES -------------------------- Base values Species Grade Fb Ft Fv Fc1 FcJJ E DFGL 24F -V4 2400 1150- 165 650 1650 1800000 Size factor Cf > 1.000 Apply to Fb Size factor Cf > 1.000 Apply to Ft Size factor Cf > 1.000 Apply to Fcl Repetitive member factor Cr > 1.000 Load duration factor Cd > 1.250 << Adjustment for lateral support > 1.000 Adjusted values Species Grade Fb Ft Fv Fc1- FcJJ E DFGL 24F -V4 3000 1150 206 650 1650 1800000 --------------------------------BEAM DATA------------------------7------ Member width > 3.125 inches Member depth > 12.000 inches Required Actual Comment S (in -3) > 54.133 75.000 <ok> A (in -2) > 21.245 37.500 <ok> I (in -4) > 450.000 ------------------------------ DEFLECTIONS ------------------------------- Total'load deflection > .794 inches L/ 246 <OK> Live load deflection > .403 inches L/ 484 <OK> Dead load deflection > .391 inches Minimum camber (glu-lams) > .587 inches <1.5*DL deflection> Standard 20001R camber > .198 inches --------------------------CHECK MIN. BRG. AREA -------------------------- Minimum area > 5.125 in -2 Minimum length > 1.640 inche f 4 Butte County Building Permits Mike Vieira, Department Supervisor re: Building permit for parcel #072-500-014-000 Mr. Vieira; May 2, 2000 1 le lgev /1SIC As per my phone conversation with you on May 2, 2000 and subsequent conversation with Steve Hackney regarding the disposition of the existing Cabana Ramada on this parcel in conjunction with the in- stallation of a new manufactured home, it is hoped that the former can and will be retained, with the removal of the kitchen facilities only, as an unclassified zone permitted use accessory structure for incidental storage/workshop-hobby room for a single family dwelling on the aforementioned parcel as suggested in code section 24-230, "subsection B#1. Any advice and/or assistance you are able to offer to this end will be greatly appreciated. Sincerely, Arthur and Clardell Deuberry 18 Finlayson Court Oroville, Ca. 95966 cc: Cousin Gary's Homes, Donn Dooley cc; Steve Hackney, Planning Department, Butte County _-I -- - �Mr. Arthur A. Deuberry I.� 18 Finlayson Ct. Oroville, CA 95966-8971 Mike Vie.ria,. Depa.rtment.Superviso.r Butte County Building Permits i690s$� PERMIT NO.. 19 -85B,E 'PERMIT EXPIRES' aa� OWNER A. DEUBERRY CONTR. owner ASSESSOR PARCEL ' 72-50-14 LOCATION NIS Finlayson Ct, 500' S Mather Ln, 1500' E Stringtown Rd, Oro N d f Temp. Power Pole Called PG&E Temp. Elec. Service Called PG&E Temp. Gas Service Cal led PG&E / JOB FINALEI Signature V '= OK O = Not OK = Not Applicable MOBILEHOMES MISCELLANEOUS * = Not Ready Date MOBILEHOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Date DECKS, COVERS, CARPORTS, ETC. (Plans) OK except #'s 1. Zoning Requirements -Setbacks -.Easements 2. Soils; Special MH Support -Sketch ' 2. Footings; Size -Depth -Spacing -Connectors 3. Sewer; Location -Test -Fall -C/0 -Concrete 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts-Beams-Rftrs.-Connec.-Shthg.-Rfg.-Bracing 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Gas; Location -Test -Wrap:/ /"L"ft./ /"Nat. or/ /"L"ft./ /"LPG 6. Carports; Windows -Doors 7. Utility Clearance 7. Elec. Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date Card -BI Date MOBILEHOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Card -BI Date Date Card -BI Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness -Dead Men -Lining 4. Electricity; MH Test -Crossovers -Breakers -Clearances 4, Elec.; Receptacles and Lighting; Distances-GFI 5. Drain; MH Test -Fall -Flex Connector 5. Elec.; Pool Lighting; 15 volts-GFI 6. Water; MH Test -Regulator -Connector 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Water and Sewer Connected -C/0 to Grade -HD Approval 7. Elec.; Bonding; Metal w/5' -Circulating Equipment -Heater' 8. Gas and Electricity Tagged 8. Elec.; Grounding; Equip. w/5' -Circulating Equip. -Pool Lghtg. Boxes -Enc losures- Pane lboards-Ins. to Main in Conduit 9. Exits; Insp.-Sketch 10. Cert. of Occupancy 9. Health Department Approval 10. Plumb; Cir. Test -Water Supply Test Card B -I Date Card -BI Date I Card -BI Date Card -BI Date Card B-1 Date Card -BI Date Card -BI Date Card -BI Date J = OK 0 = "ot OK ~ =rNotcable Read * = Not Ready RESIDENTIAL fSingl•e and Duplex) Date UNDERFLOOR Plans OK except #'s Date FRAMING (Continued) 1. Zoning requirements -Setbacks -Easements 48. Property Line Firewall & Openings 2. Ftg., Main; Soils-Steel-Elec. Grnd.- / /" Ftg. Depth 49. Ext. Doors -One 3' -Check Garage -3rd story, 2 exits 3. Ftg., Garage; Soils -Steel- / /" Ftg. Depth 50. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 4. Ftg., Porches &Decks; Soils -Steel- / I/" F epth 51. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 5. Stemwalls, Main; Steel -B lockouts- e I 52. Siding -Nailing -Veneer 6. Stemwalls, Garage; Steel-Blocko t - r pped-Slab 53. Stucco Mesh -Drip Screed-Fdn. Vents-Underflr. Access 7. Piers -Fireplace Ft .-Steel 54. Glazing Area -Glass Protection -Skylights -Plastic 8. D.W.V.: ll -Fitting - - way C/O -Sewer Test 55. Shear Walls; Nailing -Bolts 9. Gas e; S -An 10. Water 'p st- chors Regulator -Service Test 11. Electqclljndergrouhd 12. Plenums & Ducts; Clearance -Material -Support -Ins. 13. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples Card -BI Card -BI Date Card -BI Date Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date Card -BI Date FINAL (Plans) OK except q's Card -BI Date Card -BI Date Date PLUMBING (Permit) except p's 56. Ext. Steps -Door & Sidelight Protection -Landings 57. Smoke Detector 14. Water Ht.; Ve -Access-Combustion Air 58. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 15. Water Pip est & Anchors -Nail Protection 16. D.W.V. est-Fttngs & Anchors -Nail Protection 59. Bedroom Exiting 17. Sho r Pan; Test, First Floor -Tub Access 60. G.F.I. & Bath Fixtures & Tub Access 18. T st Tub & Shower, 2nd Floor -Tub Access 61. Elec. Trim & Subpanel; Breaker Sizes -Labels 19. Gas Pipe; Size & Anchors 62. Stairs & Rails 63. Fireplace or Stove; Clearances -Hearth 64. Elec. Outlets at Wood Panel; Int. & Ext. Card -BI Date Card -BI Date 65. Kit. Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance Card -BI Date Date Card -BI Date ELECTRICAL Permit OK except p's 66. Elec. Outlets & Receptacles at Kit. Counter 67. Garage Fire Door; Swing -Landing -Closer 68. A.C. Duct in Garage -Damper 20. Fixture & Transformer Clearance -Ins. Protection 69. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection 21. Elec. Receptacles Spacing -Lights &Switches at Doors 22. Size Boxes & No. of Conductors -Stapled 70. Plb., Elec. & Mech. Equip. Listed for Location 23. Romex Installed Close to Edge of Studs & C.J. 71. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 24. Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water 72. Insulation -Foam -Looked in Attic 11 Yes Guard Rails & Deck Construction -Post Caps 25. 26. 2 Appliance Circuits in Kitchen &Conductor Size Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or At 74. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 27. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al, Insulated Neutral ❑Yes ❑No 75. Following instld.: Drive C] Yes E] No; Walks El Yes C1 No; Planters ❑Yes ❑No 28. 29. 30. Service -Riser Conductors & Ground -Main Disconnect Equip. Clearances; Panels-Motors-Mech. Equip. Clothes Closet Light -Shower Light 76. Stucco; Brown -Finish 77. A.C. Unit; Disconnect-Clrnces-Brkr. & Cond. Size -115V Outlet 78. Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Opn s. 79. Water Well; Disconnect, Electrical, Plumbing 80. Exterior Elec. Trim; G.F.I. Receptacle -Underground Card B -I Date Card -BI Date 81. 82. Ventilation throughout House Glass Protection Card B -I Date Card -BI Date Date MECHANICAL (Permit) OK except q's 83. Corrections from Previous Inspections 84. Gas Test -Meters Tagged; Gas -Electric 31. A.C. Ducts; Insulat on & Support 85. Water & Sewer Connected -C/O to Grade -HD Approval 32. Vent Fan; Exhaust above Insulation 86, Energy Compliance Certificate -Other Certificates 33. Condensate Drain & Overflow; Size & Grade 34. Furnace -Vent; Access -Comb. Air -Return Air Vent -115V outlet 35. Attic Access & Platform if Furnace in Attic Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Co me is at Final: Date FRAMING(Plans) OK except q's 36. 37. Sills; Proper Material & Anchors Walls; Studs-Nailirg, Spacing & Bracing -Plates -Sound 38. Bearing Walls over Girders & Floor Nailing 39. Draft Stop in Walls (rat proof) 40. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 41. Header & Beam -Size & Bearing 42. 43. 44. Hangers -Post Caps -Anchors -Connectors Cing. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthnp.-Rfng_._ _ Fireplace Ties or Type A Flue -Fireplace Throat 45. 46. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 47. Garage Fire Protection Framing (NOTE:Anentrymust be made each time youvisit jobsite) ",1 COYNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751, n 7 County Center Drive, Oroville — Phone: 534-4541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE � e L. \. e- C 4 /,13 z1- k S OWNER / PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. Y v Y Inspectorp-Date 14 COUNTY OF BUTTE - DEPARt,MENT OF PUBLIC WORKS • 7 County Center Drive - Oroville, California"95965 ---Telephone 916/534-4541 APPLICATION AND PERMIT 7PERMIT *NO. ASSESSOR PARCEL NUMBE -- L` ZONING BUILDING PERMIT OWNER , TELEPHONE' SO. FT. OCC. BUILDING VALUATION O 'S]LING ADDRESS 1 ' - OD CONTRACTOR'S NAME ,w Y\ TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace %I CONSTRUCTION LENDER UNKNO Total Valuation $ Filing Fee $ 0.00 LENDER'S MAILING ADDRESS Permit Fee $ CD ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Penalty $ 619 M ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ BUILD N DDREtSC�� S PLUMBING PERMIT Filing Fee 10.00 torEach h , b Trap 2.00 Solar Water Heater 20.00 Water piping 5.00 LOT 140. SUBDIVISION NAMEPARCEL MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets 5.00 USE OF STRUC R SF ❑ Duplex ❑ Mobi lehome ❑ Other )Y) SPECIFY Building sewer 5.00 Mobile Home SG W 10.00e TYPE OF WORK New EVAddition ❑ Remodel ❑ Utilities ❑ Installation[] Other ❑ Describe work: Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service sooV OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD -L 100 AMP 2.50 NEW CONST. (DWELL & OR ADDNS. ACC. BL 1 O 2/20sgft ONTRACTORS LICENSE LAW I declare under pens y of perjury (check one): ElI am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. (cense No. Classification as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONSTR U Tl.o TL T 2.50 ea NON."ES'D BRANCH CIRCUITS) NEw CONSTR. (POWER APPARATUS ) D. SINGLE OUTLET CIR. NON-RESI& 20e50a oR FIXTURES eAL®30 Ex. Occup(o XED A FIXED APPLNS, OR EX. OCCUp- OUTLETS (RESID.) EA,) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ , go Contractor MECHANICAL PERMIT FiIingFee 10.00 ORKMEN'S COMPENSATION INSURANCE I declare and natty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate Consent to Self -Insure. shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree t0 save, ' demnify and keep harmless the County of Butte against all liabilities, judg en , costs, and expenses which may in any way accrue agai t sai ounty in c nseq ence of the granting of this per it X Date Signature of Applicant — Owner ff,ontractor ❑ Agent El An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ TOTAL PERMIT FEE $" , O OCCUP. GROUP TYPE oP CONST. PARCEL PD HD SSUE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIR OR OF P BLIC 3 By PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS ate n Receipt No. .2 27 f0 WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT / ;A. Deuberry P.O.Box 1031 E1 Cerrito, CA 94530 Dear A. Deuberry: COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center'Drive; Oroville, CA 95965 PHONE: 916-534-4541• DATE June 25, 1985 With reference to the above subject: /X1 Attached is: RE: Building Permit Application A.P. # 72-50-14 X Application for permit Mobilehome Utilities Installation Sheet X Building Plans Mobilehome Installation.In'formation Sheet Engr. Calcs Typical Plan Sheet X Owner -Builder Verification Form List of Codes Enforced OTHER Agricultural A-knowl dgement Statement We need the following information: _g_ Permit application signed and completed where indicated with all copies returned. X_ Fees.of $ 490.65 payable to Butte County Treasurer. v ' X Certificate of Workmen's Compensation Insurance or check exemption statement. ✓ _X Contractor's License Law information or check exemption statement. ' ►� X_ Complete plans in duplicate , including•plot plans. X Plot plans in dtlpl i -rate Structural details in Complete plans and talcs in by registered engineer or architect. Energy design including Street and drainage improvement plan approval from Land Development Section (DPW). sets of .plans in accordance with the changes marked in red. �x_ Sanitation approval from Butte County Health Department at: d 196 Memorial Way,' Chico ` _ X 7 County Center Dr., Oroville-, Skyway & Elliott.Rd., Paradise: D Planning approval from Butte County Planning Department, 7 County.Center Drive, Oroville, for _3 Completed Owner -Builder Verification form. Recorded copy of deed showing ✓ X_ Recorded copy of agricultural acknowledgement statement. OTHER Plans to be signed by party preparing same. Should' -you have any questions concerning the above, please contact this office. ' Yours very truly, CPG/a] William Cheff Director of Public Works .F. Glander Chief Building Inspector :A. Deuberry P.O.Box 1031 E1 Cerrito, CA 94530 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA 95965 PHONE: 916-534-4541• DATE June 25, 1985 RE: Building Permit Application Dear A. Deuberry: With reference to the above subject: 'X/ Attached is: X Application for permit X Building Plans Engr. Calcs X Owner -Builder Verification Form A.P. # 72-50-14 Mobilehome Utilities Installation Sheet Mobilehome Installation Information Sheet Typical Plan Sheet List of Codes Enforced OTHER Agricultural Ar-knowledgement Statement �1 We need the following information: x Permit application signed and completed where- indicated with all copies returned. _ — Fees,of $ 490.65 payable to Butte County Treasurer. _ x Certificate of Workmen's Compensation Insurance or check exemption statement. _x .. Contractor's License Law information or check exemption statement. ' X Complete plans in duplicate including plot plans. x_ Plot plans in duplicate Structural details in Complete plans and calcs in by registered engineer or architect. Energy design including Street and drainage improvement plan approval from Land Development Section (DPW). sets of .plans in accordance with the changes marked in red. Sanitation approval from Butte County Health Department at: 196 Memorial Way,' Chico X 7 County Center Dr., Oroville; Skyway & Elliott .Rd., Paradise. Planning approval from Butte County Planning Department, 7 County,Center Drive, Oroville, for _X Completed Owner -Builder Verification form. Recorded copy of deed showing X Recorded copy of agricultural acknowledgement statement. i. IX OTHER_ Plans to be signed by party arevarinQ see. Should you have any questions concerning the above, please contact this office. C G/a3 Yours very truly, William Cheff Director of Public Works .F. Glander Chief Building Inspector r T 7-1-85 UNIVERSITY OF CALIFORNIA Date.......................................................................... CHUCK PATTY m ART DEUBERRY TO.................................................................................. FROM .............................................................................. ATTACHED Subject...................................................................................................................................................................... For ❑ initial ❑ signature ❑ approval ❑ comments ❑ discussion ❑ information Please ❑ file ❑ return ❑ draft reply ❑ action ❑ route to.................................................... HERE ARE THE REQUESTED DOCUMENTS. I HOPE ALL Message.................................................................................................................................................................... IS IN ORDER. REED RANKIN OF R&R PUMP AND ELECTRIC HAS THE SIGNED & NOTARIZED COPY OF ................................................................................................................................................................................... THE AGRICULTURAL ACKNOWLEDGEMENT STATEMENT, .AND THE PERMIT TO NSTALL OUR MOBILEHOME. ...... ................................................... JERRY FAUNCE OF F&G ENTERPRISES WILL ACQUIRE APF.R.Q.VAI,.---FOR...BUTTE__.COUNTY HEALTH..... DEPARTMENT IN OUR BEHALF FOR THE SEPTIC SYSTEM. Attachment memo—Series 249 D anshiP shQII Be '" Materials & W°� G°od Practices se in;he �0 A with RecOg ire he SpecifiedCoa®s and o{ a da"Ce rescribea ° & Mechaa duality prescribe. rm. Building, ae. al Electrical �O OZ x„ 1a+on be s M,JSi "tion l ko �i{ic un, G ' 1 � '7 t o{ WO pions a; . e and ons t ?6161%C permit will 6e required for fhe rn the 1°b at alter°}1Onr},?ntin{ instnlbtion .of the mobileho0d� es or kept nv chnnq r9 mai n per writ OW t Utility connections shall be within 4 ft. of the mobiiehome, either directly behind or within the roar half of the roadside (left) of the mobilehomea r BUTTE COUNTY BUIL G DEPARTMENT APPIWVED A setback of 5 ft. from the property lines and a setback of 50ft. from the road centerline shall be clear of tructures or equipment except r a 2 ft. eave overhang. A= P (-T� tF-:: Pa` 17 = SEPTrC- LeLD UTTE COUNTY BUIL ING DEPARTMENT :: PROVED ° ARTHUR & CLARDELL DEUBERRY 1 - P.,O:'. B.l.)X 1031 (415) 231-94,5(p BUTTE C --.._.._UN:Ty_:.. --------- -..- __ BUILDING- DEPARTMENT -APP RO v_E ;_ provide adequate c ► ; _ a.�- iratue-_�c _ protection and a j-ype A F;r,e - 3 T 3 v W h t a. o� hw 2 O W H O 2 a A aww• �wN W a N H � O L' 2 O = 2 }-t 3A HE_q V4 F z U � 2 0 N x O U rC A �e F N N H U N; H to O rz :W W M a W _q x'cy O wo � " 24x24' CONCRETE SLAB, 4"^THICK W/12" FOOTINGS' &'1ZE.�BA 2x6" PRESSURE TREATED MUDSILLS BOLTED TO CONCRETE SLAB GRADING, SLAB & MUDSILL BOLTS 1. .. INSTALLED BY: F , oi': a V2 x 10" anchor bolfs F&G ENTERPRISES @ 6'...0-C. t71aX. and within JERRY FAUNCE 12" of -points. ST. RT. BOX 118K - BERRY CREEK, CA. WEST WALL (FRONT) 1/4" SCALE' . - •''- STUDS 16" CENTERED -- -- --: -- •- { I( 1 '7 f.i 1• I t c3 F 1 i f t t SPR r2, t� . ROD Fwd Per�T �r rN ie ; �.��- IJ P ptIQG•. ' _.._ SOUTH WALL' z .. _ a�a�. � Osis c01C• I I �• W 1 , t .. _BUTTE COUNTY I DEPARTIVIE.N7" _ _,. A.PPROVF OPENING FOR TRAILER DOOR INTERIOR WALL NEXT TO TRAILER PEN N R TRAILER WINDOWS `O I G FO IL __' BRACING QS TRAILEREWINDOWS 1` - - Co. 4x4" POSTS ON 4' CENTERS { _ 7 LOS `STORAGE -."C E T • � ,.y _ . _ 4-LIFT-UP-.'DOORS'ACCESS TO TRAILER FACILITIES; TOILET ! _ HOLDING TANK, WATER•STORAGE.TANK--ELECTRICAL SYSTEM, WATER -PUMP, ETC. ti BUTTE COUNTY. • _.. , ..: - .. .. _ 6UILD NG DEPARTMENT 4x4{t - BEAM 4x4 POST 7' 'E'D 4. METAL ANCHOR _ .: _... c • MUDS I LL ._ _ _.. i ..- 4x4" -.POST :_ ..... _..._� � ._,_._--• •--- ! ' ,........ _ ! _ ..... 1 .. _ _ _ 7 I Ij r -i_ . .. _ i_..__ ... .. .-.. ... ... •fir �-� •-_' - .. , e�.__�:_r�-�:,GI- _-�._ BECAUSE OF "WINDOW LOCATIONS ON TRAILER, SOME WALL STUDS ARE NOT ON 16" CENTERS = 177_ EAST WALL (REAR) . 4x4 ' BEAMS ; e 1001-10j -- __' BRACING QS TRAILEREWINDOWS 1` - - Co. 4x4" POSTS ON 4' CENTERS { _ 7 LOS `STORAGE -."C E T • � ,.y _ . _ 4-LIFT-UP-.'DOORS'ACCESS TO TRAILER FACILITIES; TOILET ! _ HOLDING TANK, WATER•STORAGE.TANK--ELECTRICAL SYSTEM, WATER -PUMP, ETC. ti BUTTE COUNTY. • _.. , ..: - .. .. _ 6UILD NG DEPARTMENT 4x4{t - BEAM 4x4 POST 7' 'E'D 4. METAL ANCHOR _ .: _... c • MUDS I LL ._ _ _.. i ..- 4x4" -.POST :_ ..... _..._� � ._,_._--• •--- ! ' ,........ _ ! _ ..... 1 .. _ _ _ 7 ALL BUILDING MATERIAL OF CONSTRUCTION GRADE OR BETTER, PURCHASED FROM BUILDERS SUPPLY, FEATHER RIVER BLVD., OROVILLE (except roofing and exterior doors) ALL EXTERIOR AND INTERIOR WALLS COVERED WITH CONSTRUCTION FELT, 4" Q 11-s FIBREGLAS INSULATION, 1/2".SHEET ROCK, TEXTURED OR PANELED INTERIOR, 5/8" STAINED -EXTERIOR PANELLING WITH PAINTED TRIM ROOFING: BAKED ENAMELLED ALUMINUM Rey CEILING: 6" FIBREGLAS INSULATION BETWEEN RAFTERS, 12" sq. ACOUSTIC TILE OVER FURRING STRIPS ALL EXTERIOR WINDOWS DOUBLE PANED ALUMINUM FRAMED "WONDERBOARD" FIREPROOFING MATERIAL UNDER WOOD BURNING STOVE.HEARTH AND BEHIND STOVE COVERED WITH Z -BRICK NO INTERIOR OR EXTERIOR ELECTRICAL WIRING IN OR ON BUILDING AT"PRESENT LICENSED CONTRACTOR WILL BE CONTACTED TO INSTALL "WIREMOLD" SURFACE CONDUITS AND OUTLETS WHEN NEEDED" 19 •PERMIT NO. 1690-85P,E(MH) PERMIT EXPIRES OWNER A.A. DEUBERRY CONTR.. R & R Pump ASSESSOR PARCEL 72-50-14 LOCATION N/S Finlayson Ct, 500' S Mather Ln, 1600' E Stringtown Rd, Oroville OFFICE COPY Address GAS Meter By Date ELECTRI Meter By Date Temp. Power Pole Called PG&E Temp. Elec. Service Called PG&E Temp. Gas Service Cal led PG&E JOB FINALED (Date) Signature = OK = Not OK = Not Applicable MOBILEHOMES = Not Ready MISCELLANEOUS Date MOBI HOME UTILITIES (Plans) OK except q's Date DECKS, COVERS, CARPORTS, ETC. (Plans) OK except q's n' g Requirements—Setbacks—Easements 1. Zoning Requirements—Setbacks—.Easements S I ; Special MH Support—Sketch 2. Footings; Size—Depth—Spacing—Connectors S Location—Test—Fall-C/0—Concrete 3. Decks; Girders and/or Joists—Decking—Bracing—Stairs—Rails ter; Location—Test—Easement Needed (Sketch) 4. Wood Awn.; Posts—Beams—Rftrs.—Connec.—Shthg.—Rfg.—Bracing Ele icity; Location—Clearances—Grnd.—/ / Amp—Concrete 5. Alum. Awn.; Columns—Connections—Splice—Decal—Enclosures s; Location—Test—Wrap:/ /"L"ft./ /"Nat. or/ /"L"ft./ /"LPG 6. Carports; Windows—Doors . Utility Clearance 7. Elec. uj` Card -BI Date / Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date Card -BI Date MOBILEHOME INSTALLATION (Plans) OK except k's 1. Zoning Requirements—Setbacks—Easements Card -BI Date Date Card -BI Date POOLS (Plans) OK except N's 1, Setbacks—Easements 2. Footings; Size—Spacing—Marriage Line 2. Soils; Compaction—Structure Stability 3. Gas; MH Test—Demand—Valve—Connector 3. Pool Structure; Steel—Connections—Thickness—Dead Men—Lining 4. Electricity; MH Test—Crossovers—Breakers—Clearances 4. Elec.; Receptacles and Lighting; Distances—GFI 5. Drain; MH Test—Fall—Flex Connector 5. Elec.; Pool Lighting; 15 volts—GFI 6. Water; MH Test—Regulator—Connector 6. Elec.; Enclosures; Conduit Entries—Terminals—Listed 7. Water and Sewer Connected—C/0 to Grade—HD Approval 7. Elec.; Bonding; Metal w/5'—Circulating Equipment—Heater 8. Gas and Electricity Tagged B. Elec.; Grounding; Equip. w/5'—Circulating Equip.—Pool Lghtg. Boxes—Enclosures—Panel boards—Ins. to Main in Conduit 9. Exits; Insp.—Sketch 10. Cert. of Occupancy 9. Health Department Approval 10. Plumb; Cir. Test—Water Supply Test Card B -I Date Card -BI Date Card -BI, Date Card -BI Date Card B -I Date Card -BI Date Card -BI Date Card -BI Date = OK = Not OK = Not Applicable RESIDENTIAL (Single and Duplex) = Not Ready Date UNDERFLOOR Plans OK exce t#'s Date FRAMING (Continued) 1.Zoning requirements -Setbacks -Easements 48. Property Line Firewall & Openings 2. Ftg., Main; Scils-Steel-Elec. Grnd.- / /" Ftg. Depth 49. Ext. Doors -One 3' -Check Garage -3rd story, 2 exits 3. Ftg., Garage; Soils -Steel- / /" Ftg. Depth 50. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 4. Ftg., Porches & Decks; Soils -Steel- / /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped-Slab 51. 52. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers Siding -Nailing -Veneer 6. Stemwalls, Ga•age; Steel -B lockouts -Wrapped -S lab 53. Stucco Mesh -Drip Screed-Fdn. Vents-Underflr. Access 7. Piers -Fireplace Ftg.-Steel 54. Glazing Area -Glass Protection -Skylights -Plastic 8. D.W.V.: Fall -Fittings -Test -2 way C/O -Sewer Test 55. Shear Walls; Nailing -Bolts 9. Gas Pipe; Size -Anchors 10. Water Pipe; Test -Anchors -Regulator -Service Test 11. Electric; Underground 12. Plenums & Ducts; Clearance -Material -Support -Ins. 13. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date FINAL (Plans) OK except N's Card -BI Date Card -BI Date Date PLUMBING (Permit) OK except q's 14. Water Ht.; Vent -Access -Combustion Air 15. Water Pipe; Test & Anchors -Nail Protection 56. Ext. Steps -Door & Sidelight Protection -Landings 57. 58. Smoke Detector Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 16. D.W.V.; Test-Fttngs & Anchors -Nail Protection 59. Bedroom Exiting 17. Shower Pan; Test, First Floor -Tub Access 60. G.F.I. & Bath Fixtures & Tub Access 18. Test Tub & Shower, 2nd Floor -Tub Access 61. Elec. Trim & Subpanel; Breaker Sizes -Labels 19. Gas Pipe; Size & Anchors 62. Stairs & Rails 63. Fireplace or Stove; Clearances -Hearth 64. Elec. Outlets at Wood Panel; Int. & Ext. Card -BI Date Card -BI Date 65. Kit. Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance Card -BI Date Card -BI Date 66. Elec. Outlets & Receptacles at Kit. Counter Date ELECTRICAL Permit OK except q's 67. Garage Fire Door; Swing -Landing -Closer 68. A.C. Duct in Garage -Damper 20. Fixture & Transformer Clearance -Ins. Protection 69. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection 21. Elec. Receptacles Spacing -Lights &Switches at Doors 22. Size Boxes & No. of Conductors -Stapled 70. Plb., Elec. &Mech. Equip. Listed for Location 23. Romex Installed Close to Edge of Studs & C.J. 71. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 24. Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water 72. Insulation -Foam -Looked in Attic E) Yes 25. 2 Appliance Circuits in Kitchen & Conductor Size 74. Guard Rails & Deck Construction -Post Caps Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 26. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 27. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or At, Insulated Neutral ❑Yes ❑No 75. Following instld.: Drive ❑ Yes ❑ No; Walks El Yes E] No; Planters ❑Yes E) No 28. Service -Riser Conductors & Ground -Main Disconnect 76. 77. Stucco; Brown -Finish A.C. Unit; Disconnect-Clrnces-Brkr. & Cond. Size -115V Outlet 29. Equip. Clearances; Panels-Motors-Mech. Equip. 30. Clothes Closet Light -Shower Light 78, Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Opngs. 79. Water Well; Disconnect, Electrical, Plumbing 80. Exterior Elec. Trim; G.F.I. Receptacle -Underground Card B -I Date Card -BI Date 81. 82. Ventilation throughout House Glass Protection Card B -I Date Date Card -BI Date MECHANICAL (Permit) OK except N's 31. A.C. Ducts; Insulation & Support 83. Corrections from Previous Inspections 84. Gas Test -Meters Tagged; Gas -Electric 85. Water & Sewer Connected -C/0 to Grade -HD Approval 32. Vent Fan; Exhaust above Insulation 86, Energy Compliance Certificate -Other Certificates 33. Condensate Drain & Overflow; Size & Grade 34. Furnace -Vent; Access -Comb. Air -Return Air Vent -115V outlet 35. Attic Access & Platform it Furnace in Attic Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date FRAMING Plans OK except q's 36. Sills; Proper Material & Anchors Comments at Final: 37. Walls; Studs -Nailing, Spacing & Bracing -Plates -Sound 38. Bearing Walls over Girders & Floor Nailing 39. Draft Stop in Walls (rat proof) 40. Fire Stops; Furred C?ilings-Stairs-Chases-Tub 41. Header & Beam -Size & Bearing 42. Hangers -Post Caps -Anchors -Connectors 43. 44. 45. Cing. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthng.-Rfn_g. _ Fireplace Ties or Type A Flue -Fireplace Throat Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 46. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 47. Garage Fire Protection Framing (NOTE:Anentrymust be made each time youvisit jobsite) ,l COUNTY OF BUTTE ,DEPA,RTMENT OF PUBLIC WORKS ERMIT NO. r 7 County Center Drive - Oroville, C+tiifornil 95965 - Telephone 916/534-4541 /elc 50 Q ��J APPLICATION AND PERMIT 0- ASSESS,OR PARCEL NUMBER 9: 14BUILDING zo ING PERMIT OWNS A , r TELEPHONE SQ.FT. OCC.1 BUILDING VALUATION OW R'S MAILING ADDRESS Jo A a� • CO CT A T LEPHONE r CONT'RACTOR'S MAILING ADDREVS Fireplace CONSTRUC TI N LENDER UN KN OwN� Total Valuation $ Filing Fee $ LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ t Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ BUILDI G #DDRESS 1 PLUMBING PERMIT Filing Fee 10.00 SEach Trap 2.00 Solar Water Heater 20.00 1 Water piping 5.00 LOT NO. SUBDIVISION NAME PARCEL M P Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets 5.00 USE OF STRUCTURE SF ❑ Duplex❑ MobilehomeE�-�Other SPECIFY Building sewer 5.00 Mobile Home G __10.00e TYPE OF WORK/ New r_1Addition ❑ Remodel ❑ Utilities E Installation ❑ Other ❑ Describe work: Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 00 10.O• Main service EA. ADD•L 100 AMP 2.50 NEW CONST. DWELLING OCCUP.& OR ADDNS. ACC. BLDGS. 2t/20sgft CONTRACTORS LICENSE LAW I declare u .der penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and m license is in full force and effect. y & License No..Y-0-032,Y Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONSTR ULTI.OUTLET 2,50 ea NON.RES'D BRANCH CIRC ITS NEW CONSTR. POWER APPARATUS &) NON.RESID. ( SINGLE OUTLET CIR. Ex. Occu SAL@30 P�o Ts OR FIXTURES 6AL@30 FIXED Ex. OCCUp- OUTLETS P(RESID IKEA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 ^ Misc. Wiring 15.00 Permit Fee $ Contractor MECHANICAL PERMIT FiIingFee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate o�Eonsent to Self -Insure. rUr'�, shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Heating Cooling Hood 3.00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabili,;es, judgments, costs, and expe es which may in any way accrue against id County in cons quen f th ranting of this permit. X t Dat j Signature of Applicant — Owner LJ Contractor Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3stories in height. Mojjile Home Installation Fee $ t TOTAL PERMIT EE $ OCCUP. GROUP I TYPE OF CONST. IPARCE PD HD Issu This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIREC 8R OF PUBLIC WORKS �f By �� l - Date 7 PER47-- 14 EXPIRES Date —l4+ - � Receipt No. �te� �� WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT, OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVI LLE, CALiFi7RNIA,95965 - TELEPHONE: 916/534-4541 PERMIT APPLICATION DATA SHEET � J Permit No. OWNER CJ A. P. No. �%'a --� _N Proposed Building Use / Permit Fee Based Upon: Complete Contract Price ! W Valuation Other (Explain) / Building Inspector t c� __ _ Date _ h la<� At time of permit application was advised the following data must be submitted prior to permit processing and:/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted. s . . . . . . 2.. Plot plans in duplicate./triplicate. . . . . . . . . . . 3. Complete plans in duplicate./triplicate. . . . . . . . . 4. Complete engineered plans and calcs. . . . . . . . . . 5. Plans with Energy Design Compliance Statement. . . . . . 6. State Energy Forms No. 7 Statement of Intent for Non -Heated and AC Buildings. 8. Fees of $. . . . . . . . . 9.� Letter of signature authorization. . . . . . l Sanitation approval from Dc DEQ Health Dept. 745S �- 11. Planning approval for (A) Use: (B) Parking: 12. Certificate of Workmen's Compensation Insurance. 13. Contractor's License Information (no., name style, classif.) 14. Owner -Builder Verification (Given to owner, Mail to owner ❑.) 15. Improvements may be required. . . . . . . . . . . . � _ 16.Mobilehome Installation Data . . . . . . . .. •Pre-Inspec. request to e) X17. Pre -Inspection for i _� Required. Building I Spector ecorded copy of Agricultural knowle gment tateme t. y" -�� ther +r LIT, yti hen you issue the permit, process as follows: MaiI owner. Mail to contractor. i -(Telephone _<<3��/'�?`) and hold for pickup at office. Deliver w/inspector. Other /i Applicar%tZ Date Copy of plans sent Health Dept., Fire Dept., Other Date During the plan checking process, the following data must be submitted prior to permit issuance. (For required items not checked above at time of application, circle item.) 1. Index permit for above Items N 2. Additional items required: TZ� % 8 551 Designer, Owner) was advised of above required data by Telleeph ne - Mail Other By Date iEd Z --AU Plans checked by Date Plans approved by to Other: Copy—DPW To: H1.111.dinIkl);1rtujent Environmental. K:--dth ^:ub ire t: S mitat.ion C•l.carancr: 0�►ncr" Locat'i Flan. Approvcd for: Sewage DisPo:.3l _ Hold Fina! for: Final C:'•.o,jra!:t,c U.K. for: Giearan^.e for [ bedroom tru:.,e-iI.e!iorre ot.hor Note... . 7,t,,2-?- O -- At Water Supply tdator Supply Water 3ul)p'1y R C err, I. to Return to DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT FOR RESIDENTIAL -DEVELOPMENT Section 26-8.1 of the Butte County Code requires this acknowledgement be recorded prior to issuance of a building permit. .::; N OFI"IGI L. HECOROS OF BUTTE COUNTY. CALIFORMA ATTHE REQUEST OF ,�ev !� 85-19766, 1985 JUL -2PM 0I: §5-197( The property described herein is adjacent to land.or included within an area zoned for agricultural purposes, and residents of thiREANOR M.BECKER � property may be subject to inconveniences or discomfort arising £rorcLERK-RECORDER FEE the u6e 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 zones which have as a priority use for productive agricultural purposes, and residents within said zones and on adjacent property should be prepared to accept such inconvenience or disconform from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: 005.2 ACRE'5 11FAP7C7 0N-'1NATH.ER._.LANE. AT. FXNLAYS,QN OROVILLE, CA. All that certain real property situate in the County of Butte, State of California, described as follows: Being a portion of the West half of the Northeast quarter of the Northwest quarter of Section 15, Township 19 North, Range 5 Fast, M.D.H. & M., more particularly described as follows: Parcel 1, a"s shown oirthat certain parcel Map recorded in the office of the Recorder of the County of Butte, State of California, on May 25, 1982, in Book 88 of Parcel Maps, at Page 45. Date: 1"". ARTHUR A. DEUBERRY CLARDELL L. DEUBERRY State of ,) SS. County of ) OFFICIAL SEAL DOROTHY A. WISE 2 Notary Public-U-40'Me BUTTE COUIM :fes My Corns. EgL Ago. 6.I= PROPERTY_ OWNERS: On this the 61r.,74-4eV day of _ me, the undersigned Notary Pu Jam, 19;5/fl, before personally appeared Ll Personally known to me. fJ Proved to me on the basis of satisfactory evidence. to be the person(s) whose hame(s) subscribed to the within instrument and acknowledged that executed the same for the purposes therein conta ed. IN WITNESS WHEREOF, I hereunto set my hand and official seal. Present A.P. No. %'�— S� ^ / V ONotary' Public 1 1 Owner: Address: Tenant: Building Location:-(' / / Tvpe of Inspecflkl�� queess / / 1. Housing BUTTE COUNTY DEPARTMENT OF'PUBLIC WORKS SPECIAL INSPECTION REPORT I A. P. # /r�:1 U D✓ lJ Date of Inspect"o Inspecto / / 2. Financing / / 3. 754. Other (specify) Present use of building: A. Sanitation (Housin '1©)e" C91LI Change of Occupancy to 1. Water closet: 2. Lavatory: 3. Bathtub or shower: 4. Kitchen sink: 5. Hot and cold water to fixtures: 6. Heating facilities: 7. Natural light and ventilation: 8. Room and space requirements: 9. Bedroom window or door for second exit: 10. Infestation of insects, vermin, or rodents: 11. Connection to sewage disposal: 12. Connection to water supply: 13. Rubbish and garbage facilities: 14. Comments: CUT -� B. Structural 1. Piers and footings: j ej 2. Floor construction: 3. Wall construction: 4. Ceiling and roof construction: 5. Fireplaces: 6. Comments: C. Electrical 1. Service and ground: 2. Receptacles: 3. Fusing: 4. Comments: D. Plumbing f 1. Fixtures connected and vented: 2. .Gas water heater: 3. Gas heating vents: 4. Comments: E. Other 1. Maintenance and repair: , 2. Fire hazards: 3. Safety hazards: 4. Weather protection: 5. Underfloor and attic ventilation: 6. Comments: r F. Commercial Buildings 1. Roof covering: 2. Distance to property lines: 3. Physically handicapped: _ 4. Restroom floors and walls: 5. Exits: 6. Improvements: 7. Zoning: 8. Comments: G. Field Problems or Violations 1. PrAblew or violation (give complete d, ,#cription) : 2. /What action taken (give complete descript . )n) - 3. n): 3. What action recommended: Information only - file. B. Hold for ten days, then write letter. Write letter. Other: �---COUNTY OF BUTTE -DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Orgville. California 95965 - Telephone 916/534-4541 APPLICATION AND HERMIT ASSESSOR PARCEL NUMBER ZO ING BUILDING PERMIT OWNE A ex TIL/ TELEPHONE SQ. FT. OCC.1 BUILDING VALUATION OW ER'S MAILING ADDRESS , CON CT A T LEPHONE CON RA T R 5 MAILING ADCREVS zffin Fireplace CONSTRUC TI N LENDER UNKNOwN� Total Valuation $ Fee FilingLENDER'S $ NksQ., MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ ' Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ / BUILDItJG DORESS-all'smyt C% A-Klzrqs� PLUMBING PERMITFilin gFee 10.00 L61&2 SEach Trap 2.00 Solar Water Heater 20.00 r Water piping 5.00 LOT NO. SUBDIVISION NAME PARCEL MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets 5.00 USE OF STRUCTURE SF ❑ Duplex ❑ Mobi lehome Eq�' Other SPECIFY Building sewer 5.00 Mobile Home I el G 50-00ea QQ TYPE OF WORKPermit 1 New ❑ Addition Remodel U i lities U Installation Other ❑ Describe work:— Fee $ U Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 10.00 Q, 9.12 At Q --C'21 CONTRACTORS LICENS AW I declare u der penalty of perjury (check One): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and m license is in full force and effect. y License No. Y00 3 S ,Y Classification & ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044)• ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason Main service EA. ADD'L 100 AMP 2.50 NEW CONST. DWELLING OCCUP.g I OR ADDNS. ( ACC. SLOGS. 2hlt$gft NEW CONSTFL U TI.OUTLET 2.50 ea NO N.RESID BRANCH CIRC 5 NEW CONSTR. (POWER APPARATUS 6) NON•RESID. SINGLE OUTLET CIR. z0eBat Ex. Occup(o OR FIXTURES BALs 90 FIXED FIXED APP LNS. OR Ex. Occup. OUTLETS (RESID.) EA.1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 ^ Misc. Wiring 15.00 Permit Fee $ Contractor MECHANICAL PERMIT FilingFee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate oyt to Self-►nsure. shallhall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabili 'es, judgments, costs, and expe es which may in any way accrue against Id County in con quen f th ranting of this permit. X r Dat Signature of Applicant — Owner LJ Contractor Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over3 stories in height. l ile Home Installation Fee $ J , TOTAL PERMIT EE $ P 7, _ OCCUP. GROUP I TYPE OF CONST. PARCEL PD 1 ND ssuE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTOR OF PUBLIC By PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date Receipt No. 40—t) '1 WHITE-D.P.W., YELLOW -ASSESSOR. PINK -INSPECTOR, GOLDENROD -APPLICANT V cJoaA-a . reser +vy t: All ycrabd /OL anship Shall Be in Accord do of a C lity 1odPractices and Uniform uildieified use in the the Nat nal anical Codes and P, /es nd specificationsMUST be times and it is unlawful to alterations on same without nitsion from the Department of Public inty of Butte, 101 0 2' alt'" 40it L� Arthur A Deuberry .�s►j�+ P O Box 1031 EI Cerrito CA 94530 .V j=/,V4 Ut"rlity connections shall be within 4 ft: of the mobileho me, dither �N� 1 directly behind -or wit.'iin the rea. half of the roadside (left) of the Y P rpobilehome. 07z- "o= O--' A'setback of 5 ft. from the property lines and a setback .of'50ft. from the road centerline shall be clear of tructures or equipment except a 2 ft. eave overhang, A - P. cT� e�awc �a C SC2vlc.v 1OZ(-`' P T I c— �— c e L.D 690-gs .. ) RE COUNTY JG DEPARTMEfYT PROVED 5 NOTES ~RE�i®EIVTIAL 072-500-014 00-1198 PERMIT AVO., DEUBERRY ARTHUR & CLAR]IELL 18 FINLAYSON CT., OROVILLE + CONTR: SKYCREST ENTERPRISE MH ON PERM FND THE HCD FORM 433A FOR THIS MH CANNOT BE RECORDED UNTIL ONE OF THE FOLLOWING HAVE BEEN TURNED IN TO THE BLDG DIV: (1) LICENSE PLATE(S�'or DECAL(THE INSPECTOR MUST RETRIEVE) (2) STATEMENT OF FACTS(ONLY ON NEW MH'S) INSPECTOR TO VERIFY SERIAL & LABEL #'S tj J SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. t� FIRE SPRINKLERS REQ. f SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS 7 SUB-STANDARD HOUSING LETTER y , ,r JOB F Si ,/ = OK 0 = Not OK - = Not Applicable = Not Ready, MOBILE DOMES Date MOBIL (HE UTILITIES (Plans) OK except #'s Zon' equire evils -Setbacks -Easements Frmg.; Sills-Anchors-Studs-Rhrs-Trusses pecial MH Support Sketch 9. Sewer tion -Test -Fall -C/O -Concrete at • cation -Test -Easement Needed ( tch) Roof; Shthg-Roofing lectri ' ,cation-Clearances-Grnd- mp-Concrete 11. A -15—s; Location -Test -Wrap;-/, /" L'ft.` vY / /' tr or / " "6PI-PG !Lrdity el ce & Disconnect Clearance 44 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. Zing Requirements -Setbacks -Easements Gas; V 4. ctrl ity; MH Test -Crossovers -Breakers -Clearances 5. ainL.MH Test -Fall -Flex Connector 6.Water; MH Test -Regulator -Connector er and Sewer Connected -C/O to Grade -HD Approval Ga d Electricity Tagged ie ns -Type -Installation Cert. �toxits; p`-Sketc 1 ert. of upancy 12. rmanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 C _u- LZ MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except is 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rhrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rhrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Pane lboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 V=OK 0 = Not OK kjoo&OA Applidcable .� Date RESIDENTIAL (. Underfloor (Plans) OK except #'s FRAMING (Continued) 1. Zoning -Setbacks -Easements -Flood -Slope Hangers -Post Caps -Anchors -Connectors 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth Cling. Joist-Rftr. Ties- Purlin-Roff Brac.-Truss-Shting.-Ring. 3. Fig., Garage; Soils-Steel-Elec. Grnd.-/ /" Fig. Depth Fireplace Ties or Type A Flue -Fireplace Throat Clearance 4. Ftg., Porches & Decks; Soils -Steel-/ r Ftg. Depth Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5. Stemwalls, Main; Steel-Blockouts-Wrapped Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 6. Stemwalls, Garage; Steel-Blockouts-Wrapped Garage Fire Protection Framing 6a. Hold Downs and Special Anchors Property Line Firewall & Openings 7. Slab, Steel -Wrapped Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 8. Piers -Fireplace Ftg.-Steel Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Siding -Nailing Veneer 11. Water Pipe; Test-Anc-iors-Regulator-Service Test Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 12. Electric Underground Glazing Area -Glass Protection -Skylights -Plastic 13. Plenums & Ducts; Clearance -Material -Support -Ins. Shear Walls; Nailing -Bolts 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies Brace Interior/Exterior Wall Panels 15. Access & Ventilation Insulation -Walls -Ceilings 16. Insulation Infiltration -Walls -Windows Date Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date Date PLUMBING (Pernit) OK except #'s FINAL (Plans) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle Ext. Steps -Door & Sidelight Protection -Landings 18. Water Pipe; Test & Anchor -Nail Protection Smoke Detector 19. D.W.V.; Test Fittings & Anchor -Nail Protection Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 20. Shower Pan; Test, First Floor -Tub Access Bedroom Exiting 21. Test Tub & Shower, Second Floor -Tub Access G.F.I. & Bath Fixtures & Tub Access -Spa 22. Gas Pipe; Sixe & Anchors Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 71. ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 30. Range Circle / ga Cu or Al -Oven Circ. / / ga Cu or At Insulated Neutral Q Yes O No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector 83. Stucco Brown -Finish Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings MECHANICAL (Permit) OK except #'s 86. 35. A.C. Ducts Insulation & Support 87. 36. Vent Fan, Exhaust above insulation 88. 37. Condensate Drain & Overflow, Size & Grade 89. 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 90. 39. Attic Access & Platform if Furnace in Attic 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/0 Grade -HD Approval Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 40. Sits Proper Materials & Anchors Date 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound Card B-1 Date Card B-1 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beam; -Size & Bearing Tingle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties- Purlin-Roff Brac.-Truss-Shting.-Ring. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor Q Yes 82. Following Instld./Drive ] Yes ❑ No/Walks 0 Yes 0 No/Planters Yes No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/0 Grade -HD Approval 93. -to Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 i CORRECTION NOTICE �� -- . O ER PERMIT NO. 9� A routine inspection indicates that the following violations of butte county Ordinances exist at the i 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. k` c- S -4-- r -- 1'.0-1 r �OO , !X -LJ /.✓Tw N Date aZz7Z 4-241 inspector -,A-//07— REV //07—REV 10/92 ~ N(Rev.12/96) ASSESSORP COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DISION 7 County Center Drive • Oroville, Qaliforn:,a 95965 • Telephone (530) 538- 541 �® P NO. APPLICATION AND PERMIT ARCO -NUMBER 072-500-014 U ZONING BUILDING PERMIT OWNER ARTHUR & CLARDELL DEUBERRY TE EPHONE 20 SO. FT. OCC. BUILDING VALUATION R 91,476 OWNER'S MAILING ADDRESS 18 FINLAYSON COURT, OROVILLE 95966 -- CONTRACTOR'S NAME SKYCREST ENTERPRISE I TELEPHONE 342-2694 CONTRACTOR'S MauNG ADDRESS HWY . 99, CHICO 95973 CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ 91,476 ARCHrTECT OR ENGINEER LICENSE NO. —Filing Fee $ 20.00 Permit Fee 3- $ .75 ARCHITECT OR ENGINEERS MAILING ADDRESS Pian Checking Fee $ BUILDING ADDRESS 18 FINLAYSON COURT OROVILLE Energy Plan Checking Fee $ $ PERMIT FEE $ 75 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 1 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: MH ON PERMANENT FOUNDATION Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI G I W -- @20.00 PERMIT FEE _80.00 ELECTRICAL PERMIT Filing Fee 20.00 500V OR LESS % Main Service 200A 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. License Class C47 Lic. E 295412 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service To 46.00so CCU000A NEW CONST. DWEWNG OCCUP. SO DWE200ALLING OR ADDNS. ( a ACC. BLDS. 3.50FT. CONS MULTI.OUTLET @7.50 Np POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES aAL @':50 Ex. Occup. D�LEt°TSA gp,OEp 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 63.00 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 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 State Fund MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Policy Number1 523836 (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' 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 f rt with comply w' th e rovisions. T _ Date ���Ov Signat of App is nt - ❑ Owner Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. All Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE T L FEE $ 1.47-75 HAZ. D. E I P too,, � CD PAR H 9,Ucompensation This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By _ Z-2 to PERMIT EXPIRES ON 0 D - Receipt No. 294624 83.00 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR- GO D-APPLICA COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Orovillo, California 95965 - Telephone (916) 538-7541 PE IT NO (Rev. 12/96) APPLICATION AND PERMIT -- - ZZ2 ASSESSOR PA YMOEr - _O// J ZONING l BUILDING PERMIT o++ R ��' ` (A f- h0jilLdNERS TELEPHONE SO. FT. OCC. BUILDING VALUATION MAILING ADDRESS c 91z17(- 111 GCO CoCTOR's NAME TELEPHONE CO TDR MAUNO ADO ! � WI1(,d 015�73 CONSTRUCTION LENDER LENDER's MAILING ADDRESS Fireplace Total Valuation L ARCHITECT OR ENGINEER LICENSE NO. Filing Fee E 20.00 ARCHITECT OR ENGINEERS MAILING! ADDRESS Permit Fee 4ate, L $ --1 o ,�'6 Plan Checking ­F ----10/,6 $ �3, po Ano s O iti Energy Plan Checking Fee E f PERMIT FEE LOT No. atI60Ne1DNS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF O Duplex O Mobilehome Other s�csr 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 O Addition ❑ Remodel O Utilities O Installation O Other O Describe Work: m / O A PQTYv►c ,p—Lo h t7It( i oh Gas piping system t - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W (9?20.00 PERMIT FEE _ , by ELECTRICAL PERMIT Filing Fee 20.00 Main Service oR LEss low oR LEss 23.00 3 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing %Wh Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: O 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 O 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation Insurance carrier and polity 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 (5100) or less.) ❑ 1 certify that In the performance of the work for which this permit Is Issued, 1 shall not employ any person In any manner so as to become subject to workers' compensation laws of California, and agree that if 1 should become subject to the workers' compensation provisions of section 3700 of the o Code. I shall forthwith comply with those provisions. X _ Date (1 " _ Signature of Applicant - O Owner O Contractor O Agent An OSHA permit Is required for excavations over 5'0' deep and demo on or construction of structures over 3 stories In hol t. Main Service 200A TO 1000A 46.00NEW CONST. OWELIING OCCUR so OR ADONS. s ACC. BIDS. 3.52FT; NOFFR610 MULTI OUTLET 97,50 POWER APPAMTUS a swOLE OLmEr CIR Ex. Occup. OVn1T OR FWTURES 200 1..5000 Ex. Occup. oimFrsA°a o.°REA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 &0 Misc. Wiring 23.00 PERMIT FEE _ Gv MECHANICAL PERMIT Filing Fee 20.00 Heating Conlin Hood 6.50 Ventilation PERMIT FES t Mobile Home Installation Fee 13 Energy Inspection Fee IE OCC CONST. �� TOTAL FEE $ 7 D Ey IMP nDOD CDP 'PARCEL PD HD BSUE This permit is hereby Issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date A)Wle) Receipt No. Z . WHITE .O.D.S.-9.0. CANAR SSE9 R/PINK-INSPECTOR OOLDENAOO-APPLICANT -urC r't�;^.'r •'r�,,;,tai'y,�T„-r`F'�•,.,jib.^`Kt",r��-y,,•r•,�w�.�.j%i.'.)�►'�7�"`��"'/�"°''�-��'"'t..+.,,�,-+.•-�t:J•n1"'^.�,+..}t,tw�r�•n-_J'i+.�-. COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 4COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: e. ASSESSOR PARCEL NUMBER: O 7 Z —_5 O o - d y Proposed Building se: 144 -] a r,, —Building Inspector: _ ,i%_ Date: G 16 y 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. Alk iiems have been submitted .-----------------------------------------; ------------------------------------------- M2. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ ❑3.C�omplete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- VAngineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- "E❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ El 6. Energy Design Compliance and supporting documentation. ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ---- El 8. Hazardous Material Form. ianufactured Home data and installation instructions including Tie=Down-Specifiicatiunns.----------------- F,ees of $ !?,o jml:ract fees as shown on the attached schedule. ---------------- ------------------------------------------------ California Department of Forestry plan approval/fees. ��=--41v------------------------------------ 1113 Flood elevation certificate. --------------------------------------------- *�Sani tation and plot plan approval Q/X-- 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. ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). ---• 020. Pre -inspection for required Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). 1122. Workers' Compensation carrier and policy number. ----------------------- 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). - 024* Letter of signature authorization. -------------------------------------------- ❑ 25. Recorded copy of Agricultural Acknowledgment Statement. -------------- ❑26. Letter of intent on building use. ---------------------------------------------- 027. Manufactured ome utilityclears ce. ---p---------------------------------------------------------------------- ❑ 8.Z , �Graoint and/or�n"red permits.' ---------------------------------------------------------------- 2 .L'l433 A,Deed,QM.H. Title, Check to H.C.D $ OIOI y t/ --------------- 30. Other: ------- W�h� u issue the permit, process as follows C1 Mail to owner, ❑Mail to contractor. U'Telephon�2 and hold for pickup at b office. ❑ Deliver with inspector. Applicant: vim^ p/ Copy of Haz-Mat form sent ❑ Health Department, o Fire Department, ❑ Pilr Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, o Other: r Date: By: (Date) 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, o Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, o mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, o mail, o Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, o Building Division counter, by Date: Plans reviewed by: Date: Plans approved by- Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A: P. folder. Note transfer by: Date: LU Yellow Copy - Department of Development Services, Building Division. E.H. USE ONLY Plot Plan Attached Floor Plan Attached Sant to S.D. 5 3( TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance �(-ter �� i c��o.�/s Gni-, 0'7 2 - - ecy Owner f Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well% Clearance foagRIwelling. Other O.K.Hold final for: Final clearance . do NOTE: Environmental Health Speci0st 8/96 F W, 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 PROPOSED BUILDING USE if%v j !�� r� o► — f)A BUILDING PERMT FEES t✓ y 5 �S -- Balance Due ........... -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ qn 4 X75 -- Revised Plan Checking Fee ....... 2�SCHOOL DISTRICT FEES aA,,, del (paid at District Office) FEES (paid at Building Division)®WL_(;e)sfetial ........ x $360.00 = $� . 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 $510.00 (paid at Building Division) 6 SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A.P. # DAT Z Q RECEIPT N 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. c APPLICAN DATE P rsuant 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) qqj lVeW 2J.';K U-' MAWL4f.AC.TkAfL& 140 ?A 6" zZ',, 22' Arrau�D / \ (-,ARAB � EX/ST/r!(a / . WELA- EXPST70C) \ .�� s�SGR�-L�JED ROOM Po vie: 9— OROVILLE . CALlr-. NP * 077_. Soo - ON SCALE i'= 60' ARTNUI(� UE ZERR`; I8 P IN l_A9 SOW LT, ORoVILL(E CALIF. AP *1 07Z. Soo - 014 SCAB y4 i pRovot)et SEP'n c. SYbTt'w1. NeN 2k,',x U-' MAm u LA CrtArL6 Z 1-+o ME .9 W�-- Room \ P6 toPo vwi 4e P - Zoo I '.^r""�:�,.4w�:.-C.:.:v,:�'�7lfair+�..,.t•rw'Iti...:�,�.�^.-"�.""•�,.:.=v`"c,..»��.•F�`�.Lew+v:wd.:ri;"i'tG:.,f��ls:•'^r..)1,,,'v.•ZS.b•✓�w• .:s.+� BUTTE COUNTY SCHOOLS IMPACT FrEE CERTIFICATION FORM (One form per Building) SchoolDistrictV building Department No. A.P. Number 5 2 — Jurisdiction: City ]County Property Owner 4 Property Location/Address 4D /ter O ! Subdivision Lot No. Commercial/Industrial New Addition Building moor mans reviewea oy acnooi uistnct rersonneu District Identification No. A-1 School District certifies that (Street (City) has complied with the requirements of Resolution No. representing square feet. School District Representative Paidb.y. Check # Sq. Footage (Including Exterior Roofed Areas) Z 423 Da Residential Development �/ .............. ............................................................ :....................................... Sq. Footage No of Living Mobile Home Addition/ 'Supplemental to ((Sroup R) Units Installation Conversion Permit # '• `(No foundation inspection): Commercial/Industrial New Addition Building moor mans reviewea oy acnooi uistnct rersonneu District Identification No. A-1 School District certifies that (Street (City) has complied with the requirements of Resolution No. representing square feet. School District Representative Paidb.y. Check # Sq. Footage (Including Exterior Roofed Areas) (Applicant) (Phone Number) (State) (Zip Code) 9� OD- lS by payment of $ AB 2926 S FULL MITIGATION $ Date Remarks: Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(x), 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 t 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.As (10/98)dmm Z 423 Da • (Applicant) (Phone Number) (State) (Zip Code) 9� OD- lS by payment of $ AB 2926 S FULL MITIGATION $ Date Remarks: Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(x), 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 t 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.As (10/98)dmm RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 COPY of Document Recorded 26 -Sep -2000 2000-0037406 Has not been compared with original BUTTE COUNTY RECORDER SPACE ABOVE THIS LINE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code Section 18551. This document is evidence that such local agency -has issued a certificate of occupancy for installation of the unit described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to its contents to all persons thereafter dealing with the real property. ARTHUR DEUBERRY & CLARDELL L. DEUBERRY REAL PROPERTY OWNER/LESSOR 18 FINLAYSON COURT MAILING ADDRESS OROVILLE, BUTTE, C A 95966 CITY COUNTY STATE' ZIP SAME INSTALLATION MAILING ADDRESS, ff DIFFERENT CITY COUNTY STATE ZIP SAME UNIT OWNER (if also property owner, write'SAME") MAILING ADDRESS CT' COUNry STATE Zip UNIT DESCRIPTION BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PERMrr and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE MAILING ADDRESS OROVILLE, BUTTE, CA 95965 CITY COUNTY STATE ZIP 00-1198530)538-77541 Nq� TELEPHONEt44/ O7n 1 1 /oo =N G PERMIT 'SIGNATURE OF LOCALAL AAG OFFI AL DATE COUSIN GARY' HOMES DEALER NAME (if not a dealer sale, write 'NONE') 91265 DEALER LICENSE NO SKYLINE- 2000 SUIvIMERMLL D934 -CT MANUFACTURER'S NAME I DATE OF MANUFACTURE MODEL NAM[EfNUIBER C 1-70-0127NA/B 66'X 26' ULI509143/4 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNIA/LABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION ASSESSOR'S PARCEL NUMBER A.P. u 072-500-014 SEE ATTACHED HCD FORM 433(A) REV. 8191 WHITE -County Recorder CANARY - HCD PINK - Applicant GOLDENROD -Building Dept. BUILDING PERMIT NUMBER: 00-1198 Address or location of unit: 18 FINLAYSON CT., OROVILLE, CA 95966 Legal Description of Real Property: A.P. #072-500-014 SEE ATTACHED (x) Mobilehome/Manufactured Home () Commercial Coach Has been affixed to the real property above by installation on a foundation system pursuant to Health and Safety Code Section 18551. Owner's name: ARTHUR & CLARDELL DEUBERRY Owner's address: 18 FINLAYSON CT., OROVILLE, CA 95966 INSIGNIA OR HUD NUMBER: ULI509143/4 SERIAL NUMBER OR V.I.N.: C1-70-0127NAB MANUFACTURER'S NAME: SKYLINE YEAR: 2000 t OFFICIAL APPROVING INSTALLATION: ( DATE: 9/11/00 ;`f PHONE: (530) 538-7541 H.C.D. 513C LEGAL DESCRIPTION A.P. #072-500-014 All that certain real property situate in the County of Butte, State of California, described as follows: Being a portion of the West half of the Northeast quarter of the Northwest quarter of Section 15, Township 19 North, Range 5 East, M.D.B. & M., more particularly described as follows: Parcel 1, as shown on that certain parcel Map recorded in the Office of the Recorder of the County of Butte, State of California, on May 25, 1982, in Book 88 of Parcel Maps, at Page 45. TOGETHER WITH AND RESERVING THEREFROM 60 foot non-exclusive easement for road and public utility purposes as shown on said Map. ALSO TOGETHER WITH: A non-exclusive right of way for road and utility purposes, 60 feet in width, over portions of Section 10, 14 and 15, Township 19 North, Range 5 East, M.D.B. & M., lying 30 feet on each side of the following described centerline: BEGINNING at a point in the centerline of Stringtown Road, from which point the Northwest corner of said Section 15 bears South 87 deg. 29'39" West 951.16 feet; thence leaving said Stringtown Road and along said right of way centerline, South 89 deg. 05'09" East 510.48 feet to a tangent curve concave to the Northwest having a radius of 100 feet; thence along said curve through a central angle of 32 deg. 59' 39" for a distance of 5 7.5 9 feet; thence North 57 deg. 55' 12" East 59.43 feet to a tangent curve concave to the South having a radius of 100 feet; thence along said curve through a central angle of 80 deg. 40'04" for a distance of 140.79feet; thence South 41 deg. 24'44" East 193.04 feet to a tangent curve concave to the Northeast having a radius of 100 feet; thence along said curve through a central angle of 19 deg. 0V 25" for a distance of 33.20 feet; thence South 60 deg. 26'09" East 110.09 feet to a tangent curve concave to the Southwest having a radius of 100 feet; thence along said curve through a central angle of 52 deg. 25'47" for a distance of 91.51 feet; thence South 08 deg. 00' 22" East 197.52 feet to a tangent curve concave to the West having a radius of 120 feet; thence along said curve through a central angle of 19 deg. 52' 46" for a distance of 41.64 feet; thence South 11 deg. 52' 24" West 117.47 feet to a tangent curve concave to the Northeast having a radius of 100 feet; thence along said curve through a central angle of 93 deg. 07'07" for a distance of 162.52 feet to a point of reversed curvature, said curve being concave to the Southwest and having a radius of 100 feet; thence along said curve through a central angle of 23 deg. 58' 16" for a distance of 41.84 feet; thence South 57 deg. 16'27" East 289.60 feet to a tangent curve concave to the Southwest having a radius of 100 feet; thence along said curve through a central angle of 37 deg. 52' 52" for a distance of 66.12 feet; thence South 19 deg. 23' 35" East 122.50 feet to a tangent curve concave to the Southwest having a radius of 100 feet; thence along said curve through a central angle of 21 deg. 48'07" for a distance of 38.05 feet; thence South 02 deg. 24'32" West 200.95 feet to a tangent curve concave to the Northeast having a radius of 130 feet; thence along said curve through a central angle of 92 deg. 22' 18" for a distance of 209.58 feet; thence South 89 deg. 57' 46" East 477.97 feet to a tangent curve concave to the Southwest having a radius of 100 feet; page 2 Legal Description AP #072-500-014 thence along said curve through a central angle of 14 deg. 46' 13" for a distance of 25.78 feet; thence South 75 deg. 11'33" East182.40 feet to a tangent curve concave to the Southwest having a radius of 150 feet; thence along said curve through a central angle of 13 deg. 34'46" for a distance of 35.55 feet; thence South 61 deg. 36'47" East 152.31 feet to a tangent curve concave to the Southwest having a radius of 100 feet; thence along said curve through a central angle of 24 deg. 20'24" for a distance of 42.48 feet; thence South 37 deg. 16' 23" East 69.56 feet to a tangent curve concave to the Northeast having a radius of 100 feet; thence along said curve through a central angle of 19 deg. 37' 18" for a distance of 34.25 feet; thence South 56 deg. 53' 41" East 498.52 feet to a tangent curve concave to the Northeast having a radius of 120 feet; thence along said curve through a central angle of 20 deg. 32'06" for a distance of 43.01 feet; thence South 77 deg. 25'47" East 320.39 feet to a tangent curve concave to the North having a radius of 110 feet; thence along said curve through a central angle of 22 deg. 17' 08" for a distance of 42.79 feet; thence North 80 deg. 17' 05" East 179.40 feet to a tangent curve concave to the Northwest having a radius of 100 feet; thence along said curve through a central angle of 19 deg. 22'20" for a distance of 33.81 feet; thence North 60 deg. 54'45" East 56.94 feet to a tangent curve concave to the Southeast having a radius of 100 feet; thence along said curve through a central angle of 36 deg. 04' 37" for a distance of 62.97 feet; thence South 83 deg. 00' 38" East 257.74 feet to a tangent curve concave to the North having a radius of 170 feet; thence along said curve through a central angle of 07 deg. 0 V 42" for a distance of 20.85 feet; thence North 89 deg. 57'40" East 288.05 feet to a tangent curve concave to the Southwest having a radius of 100 feet; thence along said curve through a central angle of 36 deg. 07' 10" for a distance of 63.04 feet; thence South 53 deg. 55' 10" East 74.82 feet to a point in the East line of said Section 15; thence continue South 53 deg. 55' 10" East 188.28 feet to a tangent curve concave to the Northeast having a radius of 100 feet; thence along said curve through a central angle of 19 deg. 23'27" for a distance of 33.84 feet; thence South 73 deg. 18'37" East 223.53 feet to a tangent curve concave to the Southwest having a radius of 100 feet; thence along said curve through a central angle of 13 deg. 00'00" for a distance of 22.69 feet; thence South 60 deg. 18'37" East 320.68 feet to a tangent curve concave to the Southwest having a radius of 100 feet; thence along said curve through a central angle of 47 deg. 34'25" for a distance of 83.03 feet; thence South 12 deg. 44' 12" East 160.17 feet to a tangent curve concave to the Northeast having a radius of 100 feet; thence along said curve through a central angle of 21 deg. 45' 12" for a distance of 37.97 feet; thence South 34 deg. 29'24" East 223.51 feet to a tangent curve concave to the Southwest having a radius of 100 feet; thence along said curve through a central angle of 39 deg. 32' 35" for a distance of 69.02 feet; thence South 05 deg. 03' 11" West 362.00 feet to a tangent curve concave to the East having a radius of 100 feet; thence along said curve through a central angle of 11 deg. 34' 59" for a distance of 20.22 feet; thence South 06 deg. 31' 48" East 40.98 feet to a tangent curve concave to the Northeast having a radius of 120 feet; thence along said curve through a central angle of 26 deg. 35'04" for a distance of 55.68 feet; thence South 33 deg. 06' 52" East 148.38 feet to a tangent curve concave to the Southwest having a radius of 110 feet; thence along said curve through a central angle of 18 deg. 05' 59" for a distance of 34.75 feet;'thence South 15 deg. 00'53" East 18.95 feet to a point hereby designated as point "A"; thence continue South 15 deg. 00' 53" East 76.53 feet to a tangent curve concave to the North having a radius of 88 feet; thence along said curve through a central angle of 135 deg. 22' 50" for a distance of 207.93 feet to a point on said curve hereby designated as point `B"; thence continue along said curve through a central angle of 25 deg. 41'00" for a distance of 39.45 feet; thence North 03 deg. 55' 17" East 74.60 feet to a tangent curve concave to the Southeast having a radius page 3 Legal Description AP #072-500-014 of 250 feet; thence along said curve through a central angle of 28 deg. 14'43" for a distance of 123.24 feet; thence North 32 deg. 10' 00" East 103.62 feet to a tangent curve concave to the Northwest having a radius of 275 feet; thence along said curve through a central angle of 46 deg. 46'42" for a distance of 224.52 feet; thence North 14 deg. 36'42" West 160.13 feet to a tangent curve concave to the Northeast having a radius of 200 feet; thence along said curve through a central angle 06 deg. 58'04" for a distance of 24.32 feet; thence North 07 deg. 38'38" West 171.51 feet to a tangent curve concave to the Southeast having a radius of 450 feet; thence along said curve through a central angle of 21 deg. 42'08" for a distance of 170.45 feet; thence North 14 deg. 03'30" East 245.38 feet to a tangent curve concave to the West having a radius of 250 feet; thence along said curve through a central angle of 34 deg. 16'06" for a distance of 149.52 feet; thence North 20 deg. 12' 36" West 78.23 feet to a tangent curve concave to the Southwest having a radius of 300 feet; thence along said curve through a central angle of 09 deg. 13' 53" for a distance of 48.34 feet; thence North 29 deg. 26'29" West 69.64 feet to a tangent curve concave to the Southeast having a radius of 168 feet; thence along said curve through a central angle of 92 deg. 54'44" for a distance of 272.43 feet; thence North 63 deg. 28' 15" East 91.35 feet to a tangent curve concave to the Northwest having a radius of 175 feet; thence along said curve through a central angle of 63 deg. 58' 13" for a distance of 195.39 feet; thence North 00 deg. 29' 58" West 72.49 feet to a tangent curve concave to the Southeast having a radius of 350 feet; thence along said curve through a central angle of 21 deg. 19'56" for a distance of 130.31 feet; thence North 20 deg. 49'58" East 63.25 feet to a tangent curve concave to the West having a radius of 140 feet; thence along said curve through a central angle of 53 deg. 17' 08" for a distance of 130.20 feet; thence North 32 deg. 27' 10" West 70.75 feet to a tangent curve concave to the Southwest having a radius of 140 feet; thence along said curve through a central angle of 39 deg. 54' 07" for a distance of 97.50 feet; thence North 72 deg. 21' 17" West 82.94 feet to a tangent curve concave to the Northeast having a radius of 175 feet; thence along said curve through a central angle of 33 deg. 56'41 " for a distance of 103.68 feet; thence North 38 deg. 24' 36" West 253.77 feet to a tangent curve concave to the East having a radius of 210 feet; thence along said curve through a central angle of 80 deg. 05'07" for a distance of 293.53 feet; thence North 41 deg. 40' 31" East 55.19 feet to a tangent curve concave to the Southeast having a radius of 260 feet; thence along said curve through a central angle of 35 deg. 38'47" for a distance of 161.76 feet; thence North 77 deg. 19' 18" East 168.31 feet to a tangent curve concave to the South having a radius of 400 feet; thence along said curve through a central angle of 17 deg. 11' 18" for a distance of 120.00 feet; thence South 89 deg. 29'24" East 90.71 feet to a tangent curve concave to the Southwesf having a radius of 650 feet; thence along said curve through a central angle of 10. deg. 17' 43" for a distance of 116.80 feet; thence South 75 deg. 11'41 " East 343.64 feet to a tangent curve concave to the Southwest having a radius of 230 feet; thence along said curve through a central angle of 40 deg. 32'42" for a distance of 162.76 feet; thence South 34 deg. 38' 59" East 48.93 feet to a tangent curve concave to the Northeast having a radius of 600 feet; thence along said curve through a central angle of 07 deg. 56' 32" for a distance of 83.17 feet; thence South 42 deg. 35' 31" East 110.01 feet to a tangent curve concave to the North having a radius of 130 feet; thence along said curve through a central angle of 89 deg. 36' 29" for a distance of 203.31 feet; thence North 47 deg. 48'00" East 189.82 feet to the center of a 50 foot radius cul-de-sac. page 4 Legal Description AP #072-500-014 ALSO TOGETHER WITH: A non-exclusive right of way for road and utility purposes 60 feet in width over a portion of Section 14, Township 19 North, Range 5 East, M.D.B. & M., and lying 30 feet on each side of the following described centerline. BEGINNING at the designated point "A" thence South 85 deg. 04' 04" West 113.00 feet to a tangent curve concave to the North having a radius of 200 feet; thence along said curve through a central angle of 21 deg. 32' 04" for a distance of 75.17 feet; thence North 73 deg. 23' 52" West 412.79 feet to the center of a 50 foot radius cul-de-sac. ALSO TOGETHER WITH: A non-exclusive right of way for road and utility purposes, 60 feet in width over a portion of Section 14, Township 19 North, Range 5 East, M.D.B. & M., and lying 30 feet ori each side of the following described centerline: BEGINNING at said designated point `B"; thence South 59 deg. 26'30" East 91.46 feet to a tangent curve concave to the Northeast having a radius of 150 feet; thence along said curve through a central angle of 08 deg. 56' 23" for a distance of 23.40 feet; thence South 68 deg. 22' 53" East 371.20 feet to a tangent curve concave to the Southwest having a radius of 120 feet; thence along said curve through a central angle of 23 deg. 04' 14" for a distance of 48.32 feet; thence South 45 deg. 18'39" East 58.97 feet to a tangent curve concave to the Northeast having a radius of 240 feet; thence along said curve through a central angle of 12 deg. 46' 12" for a distance of 53.63 feet; thence South 58 deg. 06' 51" East 231.38 feet to the center of a 50 foot radius cul-de-sac. ALSO TOGETHER WITH: A non-exclusive right of way for road and utility purposes, 60 feet in width, over a portion of Section 10, Township 19 North, Range 5 East, M.D.B. & M., and lying 30 feet on each side of the following described centerline: BEGINNING at a point in the centerline of Stringtown Road, from which point the Southwest corner of said Section 10 bears South 87 deg. 29' 39" West 951.16 feet; thence leaving said Stringtown Road and along said right of way centerline, South 89 deg. 05'09" East 510.48 feet to a tangent curve concave to the Northwest having a radius of 100 feet; thence along said curve through a central angle of 32 deg. 59'39" for an arc distance of 57.59 feet; thence North 57 deg. 55' 12" East 59.43 feet to a tangent curve concave to the Southeast having a radius of 100 feet; thence along said curve through a central angle of 35 deg. 39'26" for an arc distance of 62.23 feet; thence along the radial to said curve North 03 deg. 34' 38" East 8.97 feet to a tangent curve concave to the Southeast having a radius of 50 feet; thence along said curve through a central angle of 71 deg. 06' 20" for an arc distance of 62.05 feet; thence North 74 deg. 40' S8" East 9.10 feet to a tangent curve concave to the South having a radius of 140 feet; thence along said curve through a central angle of 40 deg. 32'46" for an arc distance of 99.07 feet; thence South 64 deg. 46' 16" East 36.37 feet to a tangent curve concave to the Northeast having a radius of 60 feet; page 5 Legal Description AP #072-500-014 thence along said curve through a central angle of 27 deg. 29'06" for an arc distance of 28.78 feet; thence North 87 deg. 44'38" East 228.86 feet to a tangent curve concave to the Southwest having a radius of 60 feet; thence along said curve through a central angle of 35 deg. 15'22" for an arc distance of 36.92 feet to the end of this description. A non-exclusive right of way for road and utility purposes, 60 feet in width, over portions of Sections 10 and 15, Township 19 North, Rang 5 East, M.D.B. & M., and lying 30 feet on each side of the following described centerline: BEGINNING at a point in the centerline of the Stringtown Road, from which point the Northwest corner of said Section 15 bears South 87 deg. 29'39" West 951.16 feet; thence leaving said Stringtown Road and along said right of way centerline, South 89 deg. 05'09" East 510.48 feet to a tangent curve concave to the Northwest having a radius of 100 feet; thence along said curve through a central angle of 32 deg. 59'39" for an arc distance of 57.59 feet; thence North 57 deg. 55' 12" East 59.43 feet to a tangent curve concave to the South having a radius of 100 feet; thence along said curve through a central angle of 80 deg. 40'04" for an arc distance of 140.79 feet; thence South 41 deg. 24'44" East 193.04 feet to a tangent curve concave to the Northeast having a radius of 100 feet; thence along said curve through a central angle of 19 deg. 0V 25" for an arc distance of 33.20 feet; thence South 60 deg. 26'09" East 110.09 feet to a tangent curve concave to the Southwest having a radius of 100 feet; thence along said curye through a central angle of 52 deg. 25'47" for an arc distance of 91.51 feet; thence South 08 deg. 00'22" East 197.52 feet to a tangent curve concave to the West having a radius of 120 feet; thence along said curve through a central angle of 19 deg. 52'46" for an arc distance of 41.64 feet; thence South 11 deg. 52' 24" West 117.47 feet to a tangent curve concave to the Northeast having a radius of 100 feet; thence along said curve through a central angle 93 deg. 07'07" for an arc distance of 162.52 feet to a point of reversed curvature, said curve being concave to the Southwest and having a radius of 100 feet; thence along said curve through a central angle of 23 deg. 58' 16" for an arc distance of 41.84 feet; thence South 57 deg. 16'27" East 289.60 feet to a tangent curve concave to the Southwest having a radius of 100 feet; thence along said curve through a central angle of 37 deg. 52'52" for an arc distance of 66.12 feet; thence South 19 deg. 23'35" East 122.50 feet to a tangent curve concave to the Southwest having a radius of 100 feet; thence along said curve through a central angle of 21 deg. 48'07" for an arc distance of 38.05 feet; thence South 02 deg. 24'32" West 200.95 feet to a tangent curve concave to the Northeast having a radius of 130 feet; thence along said curve through a central angle of 92 deg. 22' 18" for an arc distance of 209.58 feet; thence South 89 deg. 57'46" East 196.14 feet to a point; thence North 72 deg. 27' 16" East 396.08 feet to a point hereby designated as Point "C"; thence continue North 72 deg. 27' 16" East 278.11 feet to a tangent curve concave to the Northwest having a radius of 180 feet; thence along said curve through a central angle of 22 deg. 48'40" for an are distance of 71.66 feet; thence North 49 deg. 38' 36" East 230.71 feet, to a tangent curve concave to the Northwest having a radius of 400 feet; thence along said curve through a central angle of 09 deg. 14'20" for an arc distance of 64.50 feet; thence North 40 deg. 24' 16" East 307.60 feet to a point hereby designated as Point "D"; thence continue North 40 deg. 24' 16" East 70.85 feet to a tangent curve concave to the Southeast having a radius of 140 feet; thence along said curve through a central angle of 30 deg. 43'48" for an arc distance of 75.09 feet; thence North 71 deg. 08'04" East 61.01 feet to a tangent curve concave to the Northwest having a radius of 330 feet; thence along said curve through a central angle of 05 deg. 21'01" for an arc distance of 30.81 feet to a point hereby page 6 Legal Description AP #072-500-014 designated as Point "E"; thence continue along said curve through a central angle of 07 deg. 00' 24" for an arc distance of 40.36 feet; thence North 58 deg. 46'39" East 241.72 feet to a tangent curve concave to the Northwest having a radius of 115 feet; thence along said curve through a central angle of 11 deg. 29' 19" for an arc distance of 23.06 feet to a point hereby designated as Point "F"; thence continue along said curve through a central angle of 15 deg. 07'48" for an arc distance of 30.37 feet; thence North 32 deg. 09' 32" East 113.83 feet to a tangent curve concave to the West having a radius of 100 feet; thence along said curve through a central angle of 71 deg. 08' 50" for an arc distance of 124.18 feet; thence North 38 deg. 59' 18" West 157.10 feet to a tangent curve concave to the East having a radius of 100 feet; thence along said curve through a centra angle of 45 deg. 56' 26" for an arc distance of 80.18 feet; thence North 06 deg. 57' 08" East 99.33 feet to a tangent curve concave to the Southeast having a radius of 100 feet; thence along said curve through a central angle of 49 deg. 47' 11" for an arc distance of 86.89 feet; thence North 56 deg. 44' 19" East 11.60 feet to a tangent curve concave to the South having a radius of 100 feet; thence along said curve through a central angle of 59 deg. 50' 10" for an arc distance of 104.43 feet; thence South 63 deg. 25' 31" East 83.74 feet to a tangent curve concave to the Southwest having a radius of 250 feet; thence along said curve through a central angle of 13 deg. 33' 36" for an arc distance of 59.17 feet; thence South 49 deg. 51' 55" East 170.21 feet to a point on the line common to said Sections 10 and 15 and being the center of a cul-de-sac having a radius of 50 feet and the end of said right of way. ALSO TOGETHER WITH a non-exclusive right of way for road and utility purposes 60 feet in width over a portion of said Section 15, Township 19 North, Range 5 East, M.D.B. & M., and lying 30 feet on each side of the following described centerline: BEGINNING at said designated Point"C"; thence North 01 deg. 42' 59" East 295.00 feet to the end of said right of way. ALSO TOGETHER WITH a non-exclusive right of way for road and utility purposes 60 feet in width over a portion of said Section 15, Township 19 North, Range 5 East, M.D.B. & M., and lying 30 feet on each side of the following described centerline: BEGINNING at said designated Point "D"; thence South 49 deg. 21' 46" East 152.00 feet to the end of said right of way. ALSO TOGETHER WITH a non-exclusive right of way for road and utility purposes 60 feet in width over a portion of said Section 15, Township 19 North, Range 5 East, M.D.B. & M., and lying 30 feet on each side of the following described centerline: BEGINNING at said designated Point"E"; thence South 00 deg. 16' 59" East 59.00 feet to the end of said right of way. ALSO TOGETHER WITH a non-exclusive right of way for road and utility purposes 60 feet in width over a portion of said Section 15, Township 19 North, Range 5 East, M.D.B. & M., lying 30 feet on each side of the following described centerline: page 7 Legal Description AP #072-500-014 BEGINNING at said designated Point "F"; thence South 87 deg. 00'00" West 365.00 feet to the end of the said right of way. ALSO TOGETHER WITH a non-exclusive right of way for road and public utility purposes, 60 feet in width, over a portion of Section 15, Township 19 North, Range 5 East, M.D.B. & M., and lying 30 feet on each side of the following described centerline: BEGINNING at a point on the North-South centerline of said Section 15, from which point the center on quarter corner bears South 00 deg. 26' 31" East 108.43 feet; thence from said point of beginning South 33 deg. 41' 12" West 100.24 feet to a tangent curve concave to the Southeast having a radius of 150 feet; thence along the arc of said curve through a central angle of 10 deg. 54'47" for a distance of 28.57 feet to a point on the East-West centerline of said Section 15, from which point the center on quarter of said Section 15 bears North 89 deg. 54' 10" East 69.92 feet and the end of this description. ALSO TOGETHER WITH a non-exclusive right of way for road and utility purposes, 60 feet in width, over a portion of Section 15, Township 19 North, Range 5 East, M.D.B. & M., and lying 30 feet on each side of the following described centerline: BEGINNING at a point on the North-South centerline of said Section 15, from which point the center on quarter corner bears North 00 deg. 26' 31" West 451.98 feet; thence from said point of beginning South 31 deg. 09' 39" East 13 6.3 9 feet to a tangent curve concave to the Northeast having a radius of 400 feet; thence along the arc of said curve through a central angle of 09 deg. 34'38" for a distance of 66.90 feet; thence South 40 deg. 44'37" East 155.41 feet to a tangent curve concave to the Southwest having a radius of 175 feet; thence along the arc of said curve through a central angle of 28 deg. 16' 03" for a distance of 86.34 feet; thence South 12 deg. 28' 34" East 82.42 feet to a tangent curve concave to the Northeast having a radius of 125 feet; thence along the arc of said curve through a central angle of 54 deg. 42' 58" for a distance of 119.37 feet; thence South 67 deg. 11" 32" East 179.45 feet to a tangent curve concave to the Southwest having a radius of 50 feet; thence along the arc of said curve through a central angle of 66 deg. 50' 16" for a distance of 38.33 feet; thence South 00 deg. 21' 16" East 38.24 feet to a tangent curve concave to the West having a radius of 100 feet; thence along said curve through a central angle of 13 deg. 31' 57" for a distance of.23.62 feet; thence South 13 deg. 10'41 " West 143.11 feet to a point in the centerline of Hurleton Road and the end of this- description. ALSO TOGETHER WITH a non-exclusive right of way for road purposes, 60 feet in width, . lying within Section 10, Township 19 North, Range 5 East, M.D.B. & M., being more particularly described as follows: BEGINNING at the Northwest corner of the East half of the Northwest quarter of Section 15, Township 19 North, Range 5 East, M.D.B. & M.; thence East along the North line of said Section 15, a distance of 60 feet; thence North and parallel with the West line of said Section 10, said Township and Range, a distance of 60 feet; thence West, parallel with and 60 feet Northerly at right angles from the South line of Section, to a point on the centerline of Lumpkin Road; thence Southerly along said centerline to a point on the South line of said Section 10; thence East along the South line of said Section 10 and the North line of said Section 15, to the point of page 8 Legal Description AP #072-500-014 beginning. TOGETHER with a right of way and public utility easement 60 feet in width over`a portion of the Northeast quarter of the Southwest quarter of Section 15, Township 19 North, Range 5 East, M.D.B. & M., and reserving to Pacific Gas and Electric Company and Pacific Telephone and Telegraph Company for service to the general public the right from time to time to install, . maintain, operate and use such gas and electric facilities both above ground and underground as it may deem necessary over, under, along and within the strip of last described as being the Westerly 60 feet of the following described parcel: BEGINNING at the center one quarter corner of said Section 15; thence along the East-West centerline of said Section 15, South 89 deg. 54' 10" West 102.01 feet to a point on a curve concave to the Southeast having a radius of 180 feet (the radial line at said point bears South 71 deg. 11' 58" East) and being a point on the Westerly line of a 60 foot wide right of way; thence Southwesterly along the arc of said curve through a central angle of 03 deg. 10' 09" for an arc distance of -9.96 feet; thence along the tangent to said curve South 15 deg. 37' 53" West, 106.68 feet to a tangent curve concave to the East having a radius of 280 feet; thence along the arc of said curve through a central angle of 46 deg. 4732" for an arc distance of 228.67 feet; thence South 31 deg. 09'39" East 207.94 feet to a point in the East line of said Northeast quarter of the Southwest quarter of said Section 15; thence along said East line North 00 deg. 26' 31" West 510.70 feet to the point of beginning. / E.. W. '1-09934 Loen No. tA3l:EL I ,; WHEN RECORDED MAIL TO: ARTM DEnZRIT •tal l.fJ. An c 1.831 sl G►rito. CK. 945110 0"194L agcon s ' 9Vff9 Coulm-081Jp. AWASWROD? Jm it 3 is IN INI iiLER>�• R[COAOEA loss INC LOW MAIL TAX STATEMENTS TO: OOCUMINT R 11_St as above/� ew a 0,40-11� r w * OR cmwje of Ow11rP M ow arM )� fiA er erlerna�ee, thb id.•1 Cow) s.nt b woAln� tas j� oder.. on IlooAm"L D VA AZY TITLE ASM LSC> 2M CD GRANT 0110 o i r Ca FOR A VALUABLE CONSIDERATION, r.afpt of whk6 M Wsby ad'"dPd. STEVE31 P. suaLoll, s Res :2 tti r A.rsby GRA11T(SI to Arn= DEIIBERRT, and 3 a.AMELL L. DMERgT, a sin=la ass as .Joint Tenants :0 � J ttw row propww M the s*t*o** unincorporated aria of dw County of SUTTE SLE ATTACEMD LZ= MOMIMM STATE Or CALWO,MtIA �+po •� COUNTY Or a N.1s1 /Ilse M ed te, C p,` J �1. � 19A 3 — oetoee ttwr M utauMf111� xiewwl Q ..la tww ,er•o^&th Ooo••r ?Tl pw'0'@0' .,•..� w me b Pond w M OII the S.e1, a e11t1rolOtr fomm'" M i� 1� ��OM snow r A O .utla/l"ed r ew 0101M WO&W—IM w M Ana"/ 1. tent r stem t C .ne .orno.�.av4 W Iw. trrt N.Idle p bM SM to �•• o -,;7 WfTNtSS -/ h" swrti^ D Dot d ST AT It OI CAL 00~ 00usay of ..lor. W.& Or Ilwnew-d • No" /IlleC M ent11W OW wA /r low MOV ►r•o,r,►y pro.0 r we W PC to .1e an sw Mer of 40208"Y ..wrwM r M w wwv.l .+ar II.11141 lNere MAeOMd M M r e►., tlelMlNrte/ el+etsiM 7w� YAy M L stsa of Caifornle. deembed s�` . 0 m -z -C T 0 STATE Or CALWO,MtIA �+po •� COUNTY Or a N.1s1 /Ilse M ed te, C p,` J �1. � 19A 3 — oetoee ttwr M utauMf111� xiewwl Q ..la tww ,er•o^&th Ooo••r ?Tl pw'0'@0' .,•..� w me b Pond w M OII the S.e1, a e11t1rolOtr fomm'" M i� 1� ��OM snow r A O .utla/l"ed r ew 0101M WO&W—IM w M Ana"/ 1. tent r stem t C .ne .orno.�.av4 W Iw. trrt N.Idle p bM SM to �•• o -,;7 WfTNtSS -/ h" swrti^ D Dot d ST AT It OI CAL 00~ 00usay of ..lor. W.& Or Ilwnew-d • No" /IlleC M ent11W OW wA /r low MOV ►r•o,r,►y pro.0 r we W PC to .1e an sw Mer of 40208"Y ..wrwM r M w wwv.l .+ar II.11141 lNere MAeOMd M M r e►., tlelMlNrte/ el+etsiM 7w� YAy oat, Tw r (TRI. tree br.sl,w Iler.rr et1e1 (A f l' N i 6' P. a E3QW01 . -' 0*1 Z DollI. IRvaa -z -C LFA � K° omm r►w oat, Tw r (TRI. tree br.sl,w Iler.rr et1e1 (A f l' N i 6' P. a E3QW01 . -' te_. l Pa�f loco 1:13 MCC alt *GL tnr*09 o0u01h 1190J 9VSZ Jo SOLM91P S JoJ At 191 01 Jo tt�t ,*.rico * tproci.M *Ain* pjes Vwjo as Wn t168J 001 o snjPW V VUJAV4 2taMy1noS 64'1 01 w►924 wino luo9uon o 01 1ooJ 16-Utt 39q w" alS 969 4nn0s DOU841 !Ia6J WON Jo oxroloTP o i0J91 s?Z •?6 Jo ej9uo t&nuoo o t� &m *Ain* plot 9uojt man :2"j OCl Jo onjpoi o YiutAN IM42JoN M M "WWW cion* ju&Win o or .uj 660 I IVOM MIC I1Z •t0 vtnoS o3umn 11o•J So'eC J0 mhoTp o J0j M10 191 • t Z Jo S" Tanuao • t14naAn aAX3 pjeo 9uote o:uan 1366J o0t Jo anjpar o 9ulAc4 3oawanoS W1 0n *A=aoo oA.mo %ue&m' a cYn wi oS'ttt » MSC &CZ •6t tnnoS ou oM l3oU at," J0 oommelP o •roJ Mfr? .i'S OLE J0 oto to luoo v t0w,im as -MO pjso SUDIV o=otn 1Io4J OOl J0 mjPW It 9ujA14 3sontnnos otn 01 oAoauo3 so -mo ku*jwi • o'4 '4041 09'69? 'AM MU s9l •11 lnrcS *ZwKn '.I"J W' 1 b Jo botmoTP o jQ1 M9t ig Oct Jo at i tanuao • 010im w -no pTet 9troTV a0u6tn !ltoJ 010L Jo rnjpw o suIA14 put jeseMnog atn o3 oaw*tjw 9upq &A.mo pT*s 'omic.n.mD VmIS&O Jo wTod t (n 1661 ZS'Z9l J0 OWTA jP * i1J MLO LO •C6 Jo ot9u• tang o tpnoan 8A M3 pjsa 9uote omm 1,4"j o0t J0 Snipw o VujAo4 7sran. Oti W4 0% o+►W= w►ato 3ua9UW% 1 0% 36aJ tV'lll 1hM mW j?S Ott WOS 63u9tn !1W 19'1♦ Jo em"cm • i4J U" A .6l J0 OT&A1 TwA= is t**j%'a aaano pjos SWP MWA I'AftJ ON Jo 6mTPw It 3UTAW4 %V M Un 03 oAVmw W m* 3u69uo1 0 o7 4mi ZS'16l Zen MZZ so0 .90 % arse WAWn 12"1 15016 Jo oou*' M o i0J AL1 ISZ •ZS Jo 6t9utr Tanu93 t WkCJtn *AM* PT" 9u0'jV $WMn 11"j 001 Jo gnTPoJ 0 9ujn94 ImannoS an oa GAT:X oo SAM* 1ua8us3 V 01 3oaJ 60 -Olt 1M M6O .9Z • t�vanos ova 1.1641 WEE J0 ooulls'TP * ja .SI Ito .6l Jo a" Twwoo no.ry1 GAWW PTU9uots 9701 l 1108J OOl Jo MIPL o ZnAv4 UWtn.aN wn 03 "law w►ano 3u6M!'a s (1 104J WC61. 14M s%, &1Z •t► ?!;nos •3usm !I"j atl Ulott Jo soaTP * 101 ao, lot .09 Jo a" Tanen a t� aA.rno PTTv gw-11 =Wn !1647 OOl J0 CnTPW • VgAV4 vnrOS Wn 01 oAT3= SAM* 1uo8uo✓a o oz 209J EV'6S IM .Zt eSS •LS tnJoN owsm 1-3.47 65'LS Jo ommVTP o JOJ u6C ,6S .ZC Jo aT&m Muco s 4hx�.M a&= PT*o LTi =wn 11veJ 001 Jo snTPw • %ZTAV4 '%MgICN ava 03 6A=100 G&MO IMAM* 03 -4"j 91'01S 2M M60 &SO 969 tnnoS 'oujTaorauao do Jo 3tpTJ PTos 80oTV Pu* PWV unoll)UT.nS PTV9 BuTA"T Domn NOW 9V LS6 309H .6C .6Z •L9 W OS BJ"Q Si u071W. PPM J0 aeW0 lowunioN an 3uTod WTtpi o%.>j 'Dent? um&3SUT•nS Jo ocrjT.raluao 6V1 uZ 1uT0d r 10 JrQNttIJQB a n-muvo PKTJOMP PiTM110J W4 Jo opts vm a) 3601 OE ftTJT Pu: ''N '8'4'W '3M S S9uoj '4nioN 6l dTqcun4L 'St Puw tit 'Ol uoTIDOS Jo cwTijod a6Ao 'vaPTn uT 399J 09 'cosodsnd J1TTT1n Put Pow jo7 Lori Jo 3tpW QnjM. J3 a-uou V _ =BL?A V3HL3ML O6'Tll •doW pyre uo urO p s4 cmxtrd A3T113n OTTQnd " PWJ i47 Um acm "TWAT=D-t u 1041 09 • Waumu. am CW HLIA MRL'3 M 'SV Whd 20 ' od%4 Tamed Jm 99 Wcg uT '2861 'SZ AW uo 'WTu-L)jTTv3 J0 DIM 'AnInQ Jo A1►V0 GKn J0 .aw000N ova Jn **TJJo wn uT popaomi dwW Toar6d u Ts:raaoo Iwn o wmoqu s! &I .awed aaTL4i s* pvQT.r�sap �h�.r JwTft- d &XVI ''W ! -9.0-W '1M S a9uvJ 'v1j0N 6l dl RINU 'St uoT3ODS Jo inimb 3savqjaoN wn Jo •mwwt ivmtnjoN ova Jo JT=j 3soM an Jo uoT3aod • guTog :•WEEN s! MT-Wx6P 4WPUVTM J0 i nm .To Ammo an UT o3wmTs &3 Woad Tau u'Ti3mo Ian TTV :mmujlgxm 4. `RIPTIOK: (continued) Pisa 2 182./•0 feet to a tangent curve concave to the Scrttmest t._jving a radius' of 150 feet; thence along said curve through a central angle of 13' 34' 46" for a distance Of 35.55 feet; thence South 610 36' 47" East 152.31 feet to a tangent curve concave to the Southwest having a radius of 100 feet; thence slang said curve through a central•angle of 24. 20' 24" for a distance of 42.48 feet; thence, South 37. 16.'23":•East 69.56 -feet to a :tangent curve concave to the�Northout having a radius of 100 feet; *thence aloryt acid curve throe a central angle Of 190 37' 18" for a distance of 34.25 feet; thence South 56. 53' 41" East 498.52 feet to a tangent curve ccncave to the Northeast having a radius of 120 feet; thence along said cur" through a central angle of 20. 32' 06" for a distance of 43.01 feet; thence South 77. 25' 47" East 302.39 feet .to a tangent curve concave to the North having a radius of 110 feet; thence along said cumi through a central angle of 220 17' 08" for a distance of 42.79 feet; thence North 80. 17' 05" East 179.40 feet to a tangent curve concave to the Nocttruest having a radius of 100 feet; thence along said curve through a central angle Of 19. 22' 20" f:^ a distance of 33.91 feet;•thence North 600 541.45" East 56.94 feet to a tango- curve concave to the Southeast' having a" . radius of 100 feet; thence along sa_ -;urve through a central angle••of 36.04! 37",for a•distance of 62.97 feet; thence South 830 00' 38". East 257.74 feet to a tangent curve ccmave to the North having; a radius of* 170 feet; thence along said curve throuc;ln a central angle of 070 01' 42" for a distance of 20.85 feet; thence.North 89•.57'..40" East 288.05 feet"to a tangent* curve concave to the Southwest having a radius of 100 feet; thenco along said curve through a central angle of 36. 07!,10" for a distance of 63.04 feet; thence South 53••55'10" East:74.82 feet to a point in the East line of said Section 15; thence continue South.530 55' 10" East 188.28 feet to a tangent curve concave to the Northeast having a radius of 100 feet; thence along said curve through a central angle of 19. 23!.27" for a distance of 33.84 feet; thence South 73. 18' 37" East 223.53 feet to a tar4jent curve concave to the Southwest having a radius of 100 feet; thence along said curve through a central angle of. 130 00' 00" for a distance of 22.69 feet; thence South 60' 18' 37" Fast 320.68 fret to a tangent curve concave to the Southwest having c radius of 100 fent; thence along said curve through a central angle of 47. 34' 25" for a distance of 83.03 feet; thence South 12' 441.12" East 160.17 feet to a tangent curve concave to the Northeast having a radius or 100 fact; L ware along said curve through a central angle of 210. 451.,12" fbr a dbtattce'---_. ' Of 37.97 feet; thence South 34+ 29' 24" East 223.51 feet to a tangent cuorre concave to the Southwest having a radius of 100 feet; thence along laic: curve through a central angle of 39. 32' 35" for a distance of 69.02 feet• thence South 05. 03' 11" West 362.00 feet to a tangent curve concave .o the Fiat having a radius of 100 feet; thence along said curve UV ugh a central angla of lie 34' 59" for a distance of 20.22 feet; thence South 06' 311 48" peat 40.98 foot to a tangent curve concave to the Northeast having a radius or 120 feet; thence alrng said curve through a central ang111 or 26. 35' 04" for a distance or 55.68 feat; thence South 33. 06' 52" East 148.38 feet to a tangent curve concave to the Southwest haviryt a radius of 110; feet; thence along( said curve •thmAgh a central angle or 18. 051 59" for a distance or 34.75 feet; thence South 15. 00' 53" East 18.95 feet to a point hereby de31gniated as point "A"; thence continur :youth 15. 00' 53" East 76.53 Feat t0 a tangent curve concave to the North having a hart„us of 88 feet; g said curve_thrLgM a central angle or 1351 22 5U for a distance of 207.93 feet to a point on said curve hereby designated as point "8"; thence continue along said curve thrangh a central angle or 250 411 00" for a distance of 39.45 feet; thence North 03. 551 17" Fast 74.60 feet to a tangent curve concave to the Southeast having a radius or 2S0 featsthence along said curve through a central angle of 28. 141 43" for a distance of 123.24 feet; thence North 32. 10' 00" Fast 103.62 feet to a tangent curve concave to (crnt inued ) y`l}, I� t_ Vg. (continued). . page ! s the North>w"t having a radius. of 273' feet; thence �al'aa said curve throuo a central angle of 460 46' 42" for a distance of 224. 52 feet; thence North 149 361 42" West' 160.13 feet to a tangent curve conacave to the Northeast harm a radius of 200 feet; thence along said curse through a central angle 06. 58' 04" for a distance of 24.32 feet; thence North 07. 38. 38" Mast 171.51 fret to a tangent curve concave to the Southeast having a radius of 450 fbet; theme along said curve through a central angle of 21. 42. 08" for a distance of 170.45 feet; thence North 14. 03' 30" Fast 245.38 fret to a tangent acre concave W the West having a radius of 250 feet; thence along said cave throuo a central angle or 34. 16' 06" for a distance of 149.52 feet; thence North 20' 121 36" West 78.23 feet to a tangent curve caacave to the Southwest havlm a radius of 300 feet; thence along said curve throjght a central snide of 094 13' 53" for a distance of 48.34 feet; thence North 29. 26. 29" Mast 69.64 feet to a tangent curve concave to the Southeast having a radiw of 168 fbet; thence along said curve througtt.a central angle of 92. 54. 44" for a distance of 272.43 feet; thence North 63. 2'd' 15" East 91.35 feet to a tangent curve concave to the Northwest having a radiuus of 175 feet; thence along said curve h h a central angle of 63. 58' 13" for a distance of 195.39 feet; thence North 009 29' 58" West 72.49 feet to a tangent curve concave to the Southeast hatri:g a radios of 350, feet; thence along said curve through a central angle of 210 19' 56" for a distance of 130.31.feet; thence North 2o• 49' 58" Ess. 63.25 (bet to a tangent curve concave to the West having a radius of 140 feet; th►.nce aloe said curve through a central angle of 53. 17' 08".fbr a distance of 130.20 fbet; thence North 32. 27' 10" West'V.75 feet to a tangent curve concave to the Swth- west having a radius of 140 feet; thence along said curve throe a central atgle or 390 54' 07" for a distance.ofk.97.50 feet; thence North '12. 214 17" West 82.94 feet to a tangent curve concave,to;Athe Northeast he a radius of 175 feet; thence along &aid curve through a central angle of 33. 561 41" for a distance or 103.68 feet; thence North .3810; 24' 36" West 253.97.• fnt to a mWenat curve concave to the East having a:.radius of 210 feet; thu" sat said ON" throufM a central angle Of 80%051. 07" for a distanWbf 293.53 het; Ahence North 41. 401 31" East 55.19 fiet'to a tangent curve:oomeve to the Southeast having a radius of 260 feet;"thence aU_" said curve.t .hrou&t a central angle or 350 38' 47" :or a distame4OfFi61.76 feet; thence'North 77. 19, 18" Out 168.31 feet to a tangent curve Com" to the South hiving a radiue of 400 feet; thence along said curve thra0 a central argU of 17. 11' 184 fbr a distance or 120.00 feet; thfnei South eg• 29' 24" Out 90.71 het to a tanpnt curve concave to the Southwest having a radius of 650 fat; thence along said curve through a central angle o! 10. 17' 43" fbr a distance of 116.90 Mt; thence South 75. 11' 41" Fast 343o64 feet to a taraent curve concave to the Southwest having a radius of 230 feet; thence aloM said curve th a4p a central angle or 40. 321 42" for a distance of 162.76 feet; thence South 34. 38' 59" East 48.93 feet to a tangent curve concave t0 the Northeast ha" a radius of 600 feet; thence along said curve throw a central angle of 07. 561 3r fbr a distance or 83.17 feet; the, South 42. 35' 31" het 110.02 het to a tangent curve concave to the North hilVing a radius of 130 Mt; thence along mid curve ch a central angle of 89. 36' 29" for a distance of 203.31 Mt; thence North 47. 461 00" Eut 189.821eet to the center of a 50 foot radius cul-de-sac. i • DFS T: (continued) pap 4 A norr-e=luaive right of way for road arx. utility purposes 60 feet in width over �portion of Section 14, Township 19 North. Range 5 East, M.D.H. & M., and ying 30 feet ou cich side of the following described centerline. BEGINNING at said designated point "A"' them,,) South 85. 04' Ori" Hest 113.00 feet to a taromt curve concave to the Nath I wing a radius .of 200 feet; thence along said curve throp& a central angle of 21. 32' 04" for a. distance of 75.17 feet; thence North 73° 231 52" ye3t 412.79 feet to the center of a 50 foot radius cul -da -mc. ' ALSO TOGE71 R ME: I A nen--exclwive right of' way for road and utility pun ses, 60 feet in width over a portion of Section 14, Township 19 North, Range 5 East, M.D.B. i M., and lying 36 feet on each side of the following described centerline: BEGINNDC at said designated point "B"; thence Soutt. '-7. 26' 30" East 91.46 feet to a tangent curve concave to the Northeast having a r--ius of 150 feet; thence along said curve throe a central angle of 08. 56' 23" for a distance of 23.40 feet; thence Sou:Z 68. 22' 53" East 371.20 feet.to a tangent carve concave to Uhe Southwest having a radius of 120 feet; thence along said curve throe a central angle of 23. 04' 14" for a distance of 48.32 feet; thence South 450 18' 39" East 58.97 feet to.a tangent curve concave to the Northeast having a radius of 240 feet; thence along said curve through a central angle of 12. 46' 12" for it diatanr_e of 53.63 feet; thence South 58. 06' 51" East 231.38 feet to the center of a 50 foot radius cul-de-sac. AIM IUC,E'l OM WQ'Ili: A non• -exclusive right of usy for road and utility purposes, 60 feet in width, over a portion of Section 10, Township 19 North, Range 5 East, M.D.B. i M., and • DFS T: (continued) pap 4 A norr-e=luaive right of way for road arx. utility purposes 60 feet in width over �portion of Section 14, Township 19 North. Range 5 East, M.D.H. & M., and ying 30 feet ou cich side of the following described centerline. BEGINNING at said designated point "A"' them,,) South 85. 04' Ori" Hest 113.00 feet to a taromt curve concave to the Nath I wing a radius .of 200 feet; thence along said curve throp& a central angle of 21. 32' 04" for a. distance of 75.17 feet; thence North 73° 231 52" ye3t 412.79 feet to the center of a 50 foot radius cul -da -mc. ' ALSO TOGE71 R ME: I A nen--exclwive right of' way for road and utility pun ses, 60 feet in width over a portion of Section 14, Township 19 North, Range 5 East, M.D.B. i M., and lying 36 feet on each side of the following described centerline: BEGINNDC at said designated point "B"; thence Soutt. '-7. 26' 30" East 91.46 feet to a tangent curve concave to the Northeast having a r--ius of 150 feet; thence along said curve throe a central angle of 08. 56' 23" for a distance of 23.40 feet; thence Sou:Z 68. 22' 53" East 371.20 feet.to a tangent carve concave to Uhe Southwest having a radius of 120 feet; thence along said curve throe a central angle of 23. 04' 14" for a distance of 48.32 feet; thence South 450 18' 39" East 58.97 feet to.a tangent curve concave to the Northeast having a radius of 240 feet; thence along said curve through a central angle of 12. 46' 12" for it diatanr_e of 53.63 feet; thence South 58. 06' 51" East 231.38 feet to the center of a 50 foot radius cul-de-sac. AIM IUC,E'l OM WQ'Ili: A non• -exclusive right of usy for road and utility purposes, 60 feet in width, over a portion of Section 10, Township 19 North, Range 5 East, M.D.B. i M., and lying 30 feet on each aids of the following described centerline: BEGINNING at a point in the centerline of Stringtown Road, from which point the Southwest corner of said Section 10 bears South 87. 29' 39" Hast 951.16 feet; thence leaving said Stringtown Read and along said right of way centerline, South 89. 05' 09" East 510.48 feet to a tangent curve concave to the Northwest havin,; a radius of 100 feet; thence along said curve through a central ansle of 32' 59' 39" for an arc distance of 57.59 feet; thence North 57. 55' 12" East 59.43 feet to a tangent curve concave to Use Southeast baring a radius of 100 feet; thence along said curve thrash a central angle of 35. 39' 26" for an -arc distance of 62.23 feet; thence along the radial to said curve North 030 34' 380 East 8.97 feet to a tangent curve concave to the Southeast having a radius of 56 feet; thence along said turn through a central angle of 71. 06' 20" for an arc distance of 62.05 reet;•t.heme North 74. 40' 58". East 9.10 feet to a tangent curve concave to the South having a radius of 140 feett thence along raid curve through a central angle of 40. 32' 46" for an arc distance of 99.07 N feet; theroze South 64. 46' 16" East 36.37 feet to a tangent curve concave to the Northeast having a radius of 66 feet; thence along said curve through a central angle or 27. 29' 06" for an arc distance of 28.78 feet; '.hence North 87• 44' 38" East 228.86 feet to a tangent curve concave to the Southwest havirhg a radius or 66 rest; thence along said curve throcuth a central angle of 35' 15' 22" for an arc distance or 36.92 feet to the and or this description. ( continued ) M.W`. UESCRIPTIONI (continued) ' .A,F8g• S 1 non-exclusive right or ay for road and utilit wiAth, over portionssf Sections 10 a y purposes. 60 foot in East, M.O.B. 8 M., end lying 36 feet on each:s dehor the19 following S described centerllnoI BEGINNING at a point in the centerline or the StringtowliRoad� from which Point the Northwest corner of said Section 15 beer,* SoutTl 07. 29' 390 West 951,16 feet= thence leaving said Stringtown Road and along said right of w.3y centerline, South 890•05. 090 East 510.40 :root to a tangent curve concave to the Northwest having a radius off -100 feat, thence along said curve through a central angle of 32' 59' 390 for an are distance of 57.59 feet; thence North 57' 55'•12" East 59.43 feot�to a tangent curve concave to the South having a radius of 100 root, thence alongsaid curve through a central angle of 80' 40' 040 for an are distance of 10.79 feat, thence Soucy, 41' 24' 44" East 193.04 feet to a longest servo concave to the NorthraRt having a radius�of,�`100-.fest, thencs7alonq said curve through a centrcl angle of 19' Ol' 25".ror an or distance of 33.20 feet, thence South 60' 26' 09" East 110:09 foot to a tangent curve concave to the Southwest having a rsdius':of.r100 fest, thence;alortq said curve through a central angle of 52' 251•:47*.for an arc distance of 91.51 feat, thence South 08' 00' 22" East 19702 feet to a tangentleurve concave to the West having a radius of 120 fe•et`j-.thence along said curve through a central angle of 1)' 52' 46" for in•�arc distance or.:41.64 feet= thence South 11' :2' 24" Yost 117.47 feat to a angont curve concave to the Northeast having a radius of 100 rest, thence 4long said Curve,through a central angle 93' 07' 07" for an arc distenet,•or 162.52 feet to a point of reversed curvature, said curvy being concave t0"=the-Southwast and having a radius or 100 feet, thence along said reeve through is central angle of 23' 58' 160 for an are distance of 41:84 feet, thence 'South 57' 16',270 East 289.60 tact to a tangent curve concave to the?Southwoat having a radius of 100 foot, thence along said curve through a'eohtral angle of 37''52' $20 for an are distance of 66.12 feet; thence South:19' 23' 350 East.122.50 feet to a tangent curve concave to the Southwest haling a radius of 100 fact= thence along said curve through a central angle' -Of 21 48' 070 for an arc distance of 38.05 feet; thence South 02' 24' 320 West 200.95 fest to a tangent curve concave to the Nor!hoast having a -radius of 130 -feet =4thence along said curve through a central angle of:.92' 22' 18" for an;�arc distance of 209 S8 feet, thence South 89' 57' 46" Eist..$196.14 fast tolTooint, thence North 72' 27' 16" East 396.08 lout t0 a point:horoby desigliated as Point 6C*j thence continue North 72' 27' 164,ist 278.11 feet tr-,.p tangent curve concave to the Northwest having a red ti�0f 180 feet$ thence along said curve through • central angio wr 22' 4840�� for an are distance of 71.66 rest, thence North 49' 38 36 East 230:71,feot, to a tongent.curve concave to the Northwest having a radius or,�400 rest, thence elong.said curve through a central angle of 09' 14' 200 -for an aro distance of 64.50 rest, thence North 40' 24' 16" East 307.60,1eet to a point hereby designated as Point "0"; thence continue North 40124' 16" East 70.85 feet to a tangent curve concave to the Southeast having•• radius or 140 foot, thence along said curve through a central angl0of 30' 43' 480 rom an arc distance of 75.09 feet thence North 71' 08' 041!*East 61.01' -feet to a tangent curve concave to the Northwest having a radius of 330 rest,.} hance along said curve through a central angle of 05' 21' Ol" rat an•are distance or 30.81 feet to a point hareby designated as Point "E", thenci continue along said curve through a central angle or 07! 00' 24" for an aro distance or 40.36 foot, A, - 1. *1'. 7� DESCRIPTIC-N: (continued) Page 6 thence North 58' 46' 39" East .241.72 feet to a tangent curve concave to the Northwest having's radius of 115 feet; thence along said curve through a cantral angle of I1' 29' 19" For art arc distance of 23.06 feet to a point hereby denignalted as Point 'F"j thence continue along said curve through a ciKtral angle -af 15' 07' 48" for an erc distance of 30.37 feet; thencee North 32' 09' 32" East 113.83 feet to a tangent curve concave to the Olest having a radius of iop feet; thence along Ovid curve through a central• angle of 71' 08' SO" for an arc distance of 174.16 feat; thence North 3e' 59' 18' West 157.10 fee'. to a tangent curve concave to the•Emat having e radius of l00 feat; thence along said curve through a central angle of 45' 56' 26" for an arc distance of 80.18 feet; thence North 06' 57' 08" East 99.33 feet to a tangent curve concave to the Southeast having a radius of 100 feet; thence along said curve through a erntral angle of 49' 47' 11' for an arc distance of 86.89 feet; thence North 56' 44' 19" East 11.60 feet to a tangent cdrvo concave to the South having a radius of 100 feat; thence along said curve through s central angle of 59' 50' 10" for an arc distance of 104.07 feet; thonce South 63' 25' 31" East 83.74 feet to ■ tangent curve concave to the Southwest hrving a radius of 250 feet; thence along amid curve through a central angle of 13' 33' 36" for an arc distance of 59.17 feet; thence South 49' 51' 55" East 170.21 feat to a point on 11,• line common to said Sections 10 and 15 end being the center of a cul-dv-sac having a radius of 50 feet and the end of said right of'wa-•. ALSO TOGETHER WITH a non-excluoivo right of way for road end utility purposes 60 feet in width over a purtion of said S-1ctivn 15, TownahAp 19 North, Range 5 Eeet, H.D.O. & M., and lying 30 fent on each side of the following described cenZerlinac BEGINNING at said designated Point "C"; thence North Ole 42' 59" Eaut 295.00 feet to the end of said right of way. ALSO TOGETHER WITH a non-exclusive right of way for road and utility purposes 60 feet in width over a portion of said Section 15, Township 19 North, Range 5 East, M.D.B.' 6 M., and lying 30 fact on usch sidR of the following described cmnterlinei BEGINNING at said designated Point "D"; thence South 49' 21' 46' East 152.00 feet to the and of said right of way. ALSO TOGETHER WITH a non-exclusive right of way for road and utility purposes 60 feet in width over a portion of said Section 15, Township 19 North, Range 5 East, M.D.B. d M., and lying 30 feet on each side of the following described cen.e:linet BEGINNING at said designated Point "E"; thence South 00' 16' 59" East 59.00 fret to the and of said right of way. ALSO TOGCTHER WITH a non-exlcusive right of way for road and utility purposes 60 fee; in width over a portion of said Section 15, Township 19 North, Range 5 East, M.D.B. & M., and lying 30 feet on each aide or the Following described centerlines (continued) CIO 'DESCRIPTION: (continued' Page BEGINNING at said designated nigh point "f .1 thence South 87. 00. 00• Nest 365.00 feet to the end of said right of rays:'• :,,�, ALSO TOGETHER WITS' a non-exclusive ri s b purposes, 60 feet n width, over a pir o oway�for r old and public nship lutilith, Ronne S East, M.D.B. 4 M-, and lying 30 feet on each side of the folloring described centerlines BEGINNING at a point on the North-South centerline of said Section 15, from which point the center one quarter corner bears South 00' 26. 310 East 100-24 feet to a tengont curve concave to the Southeast 108.43 feet; thence from said point of beginning South 3having 3' 41' 120 Nest o/ • radius 150 foet; thence along the arc of said curve through a central angel of or 54' 47" for a distance of 28.57 feet to a point on the East -Nest centerli10* ne Of said Section 15, froo which point the center one quarter of said Section 15 beers North 89' 54. 10" East 69.92 fast and the end of this description. ALSO TOGETHER WITH a non-exclusive right of ray for road and utillt y purpo,es, 60 feet in width,over a portion of Section 15, Township 19 North, 9ar,9r s East, M.D.B. 6 M., and lying 30 feet on each Bide of the following a scribed eenterlinot tIEGINNiVG •t a point on the North-South centerline of •aid Section 15, from which point the center one quarter corner bears North 00 26. 31• West 451.9A (sett thence frog said point of beginning South 31 09. 39• East 136,39 feet to • tangent curve;coneeve to;the,Northeast having a radius of 400 feet; thence along the aro;:.of aaid.curve'.through a central angle of 09• 34' 58" for a distance of -66 90 feitirthence-South 40. 44. 37• East 155.41 fact to a tangent curve concave to the Southwest having a radius of 175 feet; thence along the arc ofosaid curve through a central angle of is, 16• 03" for a distance of 86.34:fiOtt thence South 12. 28. 340 East 82.42 feet to a tangent curve concave to the Northeast having a radius of 125 fast$ thtnco along the arc of said curve'.through a central angle of S4. 42• S1• for a dietancs of 119.37 testi thence South 67' lie 32• Coat 179.45 fast to a tangent curve concave to the Southwest having a radius of SO feat; thence along the arc of said curve through a control angle of 66: SO' 160 for • distance of 58.33 feet; thence*South 00. 21•'16• East 58.24 feat to a tangent curve concave to the Mast having a radius of 100 feet$ thence along the arc of said curve through • eentral•.engle of 13 31. 57• for • distance e terli foot; thence South 13' 10. 41 !;;Nett 143.11 feet to • point in the centerline of Hurleton'ARoad end the end of this description. ALSO TO;ETHER WITH a non-exclusive eight of way �for road pp in width, lying within Section 10, Township 19 North• RangarSoEast,6N.0�et M., being sore particularly described as follower BEGINNING at the Northwest corner Of the Ei•t half of the Northwest or Section 1S, Township l! d See RangQe S Costs M.0.8- A N.t thence Cost$ along the North Line of said Section 15 a distance of 60 footlthence North end parallel with the Weal�llne 01 sold Section 10, sold townahlp and Range, a distance of 60 feet$ thence Waet! porollet with and 60 feat Northerly at right angles from the South lino of said Section, on the cant•rlin• of Luapkln Roadi to a point thence Southerly along said centerline to • point on the South line of sold Section 10 thence East along the youth line of said Section 10 and the North line o� said Section IS, to the point of beginning, t � P A n A r! • � . o'.Sn$`$ Aa.cvw.,,�cv • A A �.oa o w A w �••r O w • A w n n MsIgo. i rr .. g�• •� O► fir. ,�.,,, ~ M � POO •� ^ P0 00 po P. w stelae w r r . fro Ow STATE OF CALIFORNIA DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT DIVISION OF CODES AND STANDARDS REGISTRATION AND TITLING SECTION ; STATEMENT OF'FACTS izt►': his unit is.'.ai ® Mobilehome El Commercial Coach Floating Home Truck Camper ecal (License) No -(s) Trade Name Serial No.(s) H x -F /We, the undersigned, hereby state that the unit described above: CA Com- o.r- 0-+., Oro lJ, U-ei ffiant further agrees to indemnify and save harmless the Director of Housing and Community evelopment, State of California, and subsequent purchasers of said unit, for any loss they ay suffer resulting from registration of the above-described unit in California, or from ssuance of a California certificate of tide covering the same. /We certify under penalty of perjury that the foregoing is true and correct. xecuted on at + Date (City) (State) Signature of each affiant address l3N lam_ G Printed name of each affiant , iS 0 Sin ��ri-Vdries ;itynn- c) State iCO 416.6 (Rev 11/86) I RE Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Residential Construction Requirements R PORTANT This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes of alterations on same without written permission from the Building Division, County of Butte. All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 1998 California Building Code (1997 U.B.C.), 1998 California Plumbing Code (1997 U.P.C.), 1998 California Mechanical Code (1997 U.M.C.), and the 1998 California Electrical Code (1996 N.E.C.) COMPLY WITH ITEMS INDICATED BELOW ■ Parcel lies within the State Responsibility Area (SRA). Comply with attached requirements. ■ All structures and equipment including overhangs shall be clear of all easements. A setback of 30' from the side and 30' from the rear property lines and 20 feet (25 feet if Federal Aid Route) from the edge. of the right of way shall be clear of structures and equipment except for a 2 foot overhang. ❑ Expansive soil may be encountered on this site. This condition may require the foundation to be designed by a California registered engineer or licensed architect. BUTTE COUNTY BUILDING DEPARTMENT APPROVED FILE COPY Page 1 of 1 Owners Name: Deuberry Building Permit Number: 00-1198 Plans Examiner: Glenn Gibbons -V 9 qql PRO Pobet Sepne- NEW 2.6'xU-' MAN U LA CM00-6 Z i{OME 8 ,22.E x 22 ATr•ac.Hsy ' 6ARAL)E .sem APPROVED \ K-(2- Butte County ��0.N�2£Zj Environm ntal Health r --""-- ®ate � •p�'" �_ScRa-WED f Room 11 Signature / EXISTrrJU / WEu- .1 1 � •I II I I / Cy o' ;ajµlEfL soy BUM COUNTY BUILDING DEPARTMENT J�APPR®� E D CDF FIRE SAFE REQUIREMENTS��`� 1,2 7.2 - 5,91) -oil App, 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. Xj 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. Drivewav Standards fA 1273.02 Surface. All driveway surfaces and structures (bridges, 1273.07 culverts and other-apF.-rtezant structures which supple- ment the roadway bed er shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. [N 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. [,Cl 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. [yO 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 ' ;2UILDIDEPART iUY' A P ® VVft ice+ A 7a� AP # PERMIT # NAME (j 1273.10 Turnouts. Driveways exceeding 150 feet'in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. 1273.10 Turnaround. A turnaround shall be provided at all building sites -on driveways over 300 feet --in length and shall be within 50 feet of the.building. 1273.11 Gates J 1. 'Gate entrances shall be at least two feet wider than the roadway it serves. [�] 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. [J 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used.'- Fuel sed.' Fuel Modification 1276.01 Setback for Structure Defensible Space. [,nJ 1. All parcels l acre aid 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. [ ] 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 fi.ial inspection of a building permit. MJMCONTY SWUNNG DEPARIM Page 2 of 3 7c;2 —,-5 e�W A� — //ff' AP ## PERMIT # NAME other Reguirements [ ] If Building Setback is 15 to 30 Feet: - Class A or B roof - Enclosed eaves [ ] if Building Setback is Less Than 15 Feet Choose any 3 of the .following: _ - Metal or no doors on side toward property line with insuffi- cient setback - Class A or B roof with enclosed eaves - Interior automatic sprinkler system per NFPA 13D - Glass area not to exceed 10% of wall area toward property line with insufficient setback - Siding from the following list.: Stucco.- 3 coat Hardi-Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials [x] Da Signatur (8 Win Outm Page 3 of )BUILDING DEPART�IIENT APPROVED Mobilehome Manufacturer: o Manufacture Year: -D-000 If other than single wide, furnish Setup Model Number:_ y c. IMrnerhi I � �q Width: ac(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[X] Other: Provide Tie Down Specifications for all Mobilehomes: Pier Footings Sizes and Location SINGLE WIDE Line 1 MULTI -WIDE Line 2Line 1 Line 2 ................................................................................................ ........................................ Main Beams Line 2 ..................................................... e 2 Line 1 Line 3 Line 2 ................................................................................................ Main Beams ............................................................................................. Line 2 Line 1 .......................................... Tag or Triple .......................................... Line 1 Piers: Size minimum: x Spacing maximum: L` H, From ends-maximum:1 ` Line 2 Piers: Size minimum: x [301. Spacing maximum: ` From ends-maximum:1 p Line 3 Roof Loads: Size minimum Location (from fr-sl4: reo-o- Line 5 Roof Loads: Size minimum: Location (from front): Line S e4 I Line 1 Openings Size minimum: [ la] x [� ] Each side of openings with width over: I Lt ` 0 Line 4 Piers: Size minimum: ] x [ ] Spacing maximum: ` From ends -maximum: ` OVER 1. Owner's Name: 2. Assessor's Parcel Number: 3. Installer's Name: r a- %,p c.+ 1✓ -1-o n ,. 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? I Q U Amperes. 7. What is the mobilehome site circuit breaker rating? a C3 Q Amperes. 8. What is the electrical rating of the mobilehome site? Amperes. 9. Is the main service remote from the mobilehome site? Yes[ ] 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[X] No[ ] If yes, please identify the load and size: a) The mobile home site: Load- �,(� l ( Amperes- aQ b) The main service: Load- �1AJ � Q_ Amperes- 11. Type of gas service at mobilehome site: Natural[ ) Propane[ 14 None[ ] 12. Size of as pipe at the mobilehome site from the meter or tank:_ inches. 13. What is the gas pipe length from the meter or tank to the mobilehome?J(ft.). -' 14. What is the mobilehome gas demand? B.T.U.* *(This information is not required if the pipe length is less than 6 feet on natural gas or less than 50 feet on propane). THE OTHER SIDE OF THIS FORM MUST BE COMPLETED IN ORDER TO PROCESS THIS PERMIT APPLICATION May 1995 8.5 us UJ APPROVED C 0 Butte County LLJ cnvironrr ntal Health iU l DateA ca Signature D934CT/6626 3BEDROOM - 2BATHS - CATHEDRAL THRU-OUT (1,694 SQ.FT.) OPTION GLAMOUR BATH ---- - i r'` ��` �-- i I 2640# 3360# r) 3Ci- 4 20' ToiO 1010 182-04 5180# 1 2640# Lu Fil ...... ......... Fol— - --- ------- 7H, C_ 4 ru ZJ_ r ki If 0 E: V! k U. . .... ..... . . ............... L cl . . .... ....... ......... % • 42 (NJ, iL O ---- - i r'` ��` �-- i I 2640# 3360# r) 3Ci- 4 20' ToiO 1010 182-04 5180# 1 2640# Lu Fil ...... ......... Fol— - --- ------- 7H, C_ 4 ru ZJ_ r ki If 0 E: V! k U. . .... ..... . . ............... L cl . . .... ....... ......... % SKYLINE .- cORPORATION MANUFACTURED HOME INSTALLATION MANUAL BRINGING AMERICA HOME. BRINGING'AmERI(A FUN. Chapter 1 — Introduction ................... . Chapter 2 — Definitions .. .................. Leveling and Blocking ............. i Chapter 3 — Site Preparation — Double Widest ............... Zone Maps ..................... Use of Water Level ............... Site Grading . I .................. Double Wide Interconnection ........ Description of Soils ............... Chapter 4 — I Foundation and Support Requirements Over -The -Roof Straps ............. Piers ........ 1 ................. . Anchor Tables Wind Zone I ......... Design Requirements ............. Anchor Tables Wind Zone II & III ...... Design Procedur'es ............... Longitudinal Tie Down Instructions .... Acceptable Footings .............. Tie Down Example I ............... Placement in Freezing Climates ..... Double Wide Exterior Closure ....... Proper Sizing of Footings .......... — Masonite Sidiing ............. Permanent Foundations ........... —Vinyl Lap Siding .............. Flood -Prone Areas ............... Severe Wind Areas ............... Special Snow Load Conditions ...... Important References Documents .... Typical Installations ............... Typical Pier Construction ........... Support Requirements ............ — Single Wides' ............... . — Double Wides ............... Sidewall Openings ............... Footing Sizes .................. . Chapter 5 — Set -Up Procedures OF CONTENTS 6 6 6-7 7 7 7 7 7 7 7 7 8 9 10-12 10 11-12 12 13 Moving Home to Location .......... 14 Positioning Home I ................ 14 Leveling and Blocking ............. 14-16 — Single Wides I ................ 14-15 — Double Widest ............... 16 Use of Water Level ............... 17 Double Wide Interconnection ........ 18-19 Tie Down Instructions ............. 19 Over -The -Roof Straps ............. 20 Anchor Tables Wind Zone I ......... 21-22 Anchor Tables Wind Zone II & III ...... 23-25 Longitudinal Tie Down Instructions .... 26-27 Tie Down Example I ............... 28 Double Wide Exterior Closure ....... 29-32 — Masonite Sidiing ............. 29 —Vinyl Lap Siding .............. 30 Chapter 5 — Set -Up Procedures — Continued Installation of Shingle Roof ......... 31-32 Double Wide Utility Interconnection ... 33-35 — Bonding .................... 33 — Electrical Crossover ........... 33 — Heating Crossover ............ 34 — Gasline Crossover ............ 35 — Waterline Cross Connect ....... 35 — Drainline Cross Connect ....... 35 Installation of Exterior Light Fixtures .... 36 Venting of Skirting and Crawlspace ... - 36 Metal Roof Tightening ............. 36 Porches & Decks ................ 36 Chapter 6 — Installation of Optional Features Electrical Dryer Venting ............ 37 Gas Dryer Installation ............. 37 Gas Water Heater Venting .......... 37 Grill/Range Venting ............... 37 Paddle Fan Installation ............ 38-39 — Flush Ridge Beam ............ 38 — Protruding Ridge Beam ........ 39 Air Conditioning Electrical Connect .... 40 Evaporative Cooler ............... 40 Expanding Rooms, Slide -Outs ....... 41 Site Attached Structures ........... 41 Hinged Roofs and Eaves ........... 41 Ceiling Fans .................... 41 Telephone and Cable TV ........... 41 Fireplace Installation .............. 41 Chapter 7 — Utility System Connection and Testing Water ......................... 42 Drainage — Connection ............ 42 Drainage — 1, 1-1/2, 1-3/4 & 2 Bath .... 42 Gas .......................... 42-43 Electrical ....................... 44 Outside Panel Box ............... 44 Electrical System Test ............. 44 Multi -Section Frame Bonding ....... 45 Typical Under -Chassis Feed Connections .............. 45 Typical Meter Base Installation ...... 45 Chapter 8 — Protective Window Coverings ..... 46-51 Chapter 9 — Final Inspection Final Inspection .................. 52 Installation Inspection Checklist ...... 53 WARNING ONLY EXPERIENCED PERSONS KNOWLEDGEABLE OF MANUFACTURED HOME SETUP PROCEDURES SHOULD SET UP THIS HOME. NOTE: THIS MANUAL IS INTENDED TO INSTRUCT AND TO ASSIST ALREADY QUALIFIED PERSONNEL IN PROPER INSTALLATION OF SKYLINE MANUFACTURED HOMES. IT IS NOT INTENDED TO ENABLE SOMEONE UNFAMILIAR WITH MANUFACTURED HOME INSTALLATION TO PERFORM THE INSTALLATION. SETUP SHOULD BE DONE ONLY BY QUALIFIED PEOPLE. WHOEVER DOES THE SETUP SHOULD GUARANTEE THEIR WORK IN WRITING FOR IA REASONABLE TIME AND SHOULD, IF NECESSARY, AGREE TO RELEVEL THE HOME WITHIN 90 DAYS AFTER THE INITIAL SETUP. CHAPTER 1 INTRODUCTION PLEASE READ ALL INSTRUCTIONS PRIOR TO SET-UP! This Skyline home was engineered, constructed and inspected for conformance to the Federal Manufactured Home Construction and Safety Standards in effect on the date of manufacture. This National Standard sets forth com- prehensive requirements for design construction, fire safety, plumbing, heating systems and electrical systems for manufactured homes designed to be used as dwellings. This manual contains detailed installation instructions, including specifications and procedures for erection and hookup of your manufactured. home. It has been written in an objective and easy -to -understand manner so it can be understood by people without extensive technical training. It discusses the set-up of the home from preparing the site through final inspection. It includes many tables and figures giving important data for proper set-up. Careful adherence to this manual by the homeowner and installation crew, and consultation with a registered professional or structural engineer in those unusual circumstances it does not cover, will assure you of a quality, safe and affordable home for many years to come. Prior to locating or relocating your home, contact the local authority having jurisdiction for installation to see if permits for such procedures as blocking, anchoring, or utility connections are required. Inspections may be required dur- ing installation. On private property, zoning or development covenants may apply and should be taken into considera- tion. NOTE: Preparations of the site, when accom- plished by others than the home installer, may not be in accordance with these instructions. THE IMPORTANCE OF CORRECT SETUP CANNOT BE OVEREMPHASIZED. Correct set-up is absolutely essen- tial to homeowner satisfaction. If you are not absolutely certain of the proper procedure or you encounter unusual conditions, please contact your factory service representative. , THE INSTRUCTIONS CONTAINED HEREIN ARE MIN- IMUM REQUIREMENTS, APPLICABLE LOCAL OR STATE LAW MAY HAVE OTHER OR GREATER REQUIREMENTS WHICH MUST BE COMPLIED WITH TO OBTAIN OR REGAIN THE RIGHT TO OCCUPY THE HOME. The recommended procedures contained in this manual are intended to assist in proper installation of this home. Field experience. may justify alternate acceptable proce- dures which, when completed, result in performance at least equal to that which will result from conformance to the details and specifications herein. For example, on double wide installation you may find it advantageous, due to local conditions, to bolt the floors together prior to bolting roof halves together, or vice versa. Either method is acceptable as long as the bolting schedule is adhered to. NOTE: A MANUFACTURED HOME SET UP IN THE WRONG STRUCTURAL ZONE DOES NOT MEET THE REQUIREMENTS OF THE FEDERAL MANUFACTURED HOME CONSTRUCTION AND SAFETY STANDARDS. BEFORE COMMENCING SETUP, SEE CONSTRUCTION INFORMATION, LOCATED IN THE MASTER BEDROOM CLOSET OR AT THE ELECTRICAL_ DISTRIBUTION PANELBOARD, FOR DESIGNATION OF ZONE FOR WHICH THE HOME WAS CONSTRUCTED. SPECIAL CONSTRUCTION SUCH AS EXPANDO UNITS, TRIPLE WIDE UNITS, AND PERIMETER BLOCKED UNITS WILL BE COVERED IN SUPPLE- MENTS TO THIS MANUAL. CONTACT YOUR FACTORY OR DEALER IF THIS HOME HAS ANY SUCH .FEA- TURES AND YOU DO NOT HAVE THE APPLICABLE SUPPLEMENTS. WARNING: ONLY TRAINED CREWS SHOULD INSTALL THE HOME. INSTALLERS SHOULD FOLLOW THE SAFETY INSTRUCTIONS PROVIDED IN THIS MANUAL. THIS HOME WEIGHS SEVERAL TONS USE ENOUGH TEMPORARY WOOD BLOCKING TO SUPPORT THE HOME DURING SETUP. No one should be allowed under the home unless it is securely in place, even if it is not moving. REVIEWED BY ENGINEERING DEPT. ISSUED BY FOLLOW-UP SERVICES DEPT. SEPT. 16, 1998 UNDERWRITERS' LABORATORIES, INC. The technical content of this Installation Manual has been reviewed by Underwriters' Laboratories, Inc. and found to be in accordance with the Federal Manufactured Home Construction and Safety Standards. CHAPTER 2 DEFINITIONS ANCHORING EQUIPMENT: Straps, cables, turnbuckles and chains, including tensioning devices, that are used with ties to secure a manufactured home to ground anchors. ANCHORING SYSTEM: A combination of ties, anchoring equipment, and ground anchors that will, when properly designed and installed, resist the wind's overturning the home or moving it sideways. FOOTING: That part of the support system that sits directly on the ground at, below or partly below grade to support the piers. PERIMETER SUPPORT: The portion of a support system that supports the sidewalls at the floor line. PIER: That portion of the support system between the footing and the manufactured home, exclusive of caps and shims. Types of piers include, but are not limited to, the following: 1. Manufactured Steel Stands 2. Manufactured Concrete Stands, and 3. Concrete Blocks SITE, MANUFACTURED HOME: A parcel of land designed and designated for the location of one manufactured home, its accessory buildings or structures, and accessory equipment for exclusive use of the home's occupants. STABILIZING SYSTEM: A COMBINATION OF PROPERLY INSTALLED ANCHORING AND SUP- PORT SYSTEM. STAND, MANUFACTURED HOME: That area of a manufactured home site which has been reserved for placement of a manufactured home. SUPPORT SYSTEM: A combination of footings, piers, caps and shims that will, when properly installed, support the manufactured home. 9 CHAPTER 3 WA Mr OR D WV NV UT �A CO AZ NM SITE PREPARATION ZONE MAPS OF THE UNITED STATES NEM I I ,wn ND ,CMN S, r' NE IA rl KS MO -LOK AR AL \ GA PA 4?LA FL � ❑ SOUTH 20 PSF 0 MIDDLE 30 PSF ROOF LOAD ZONE MAP ® NORTH 40 PSF "' p l ❑ ZONE I ZONE II ,.� WIND ZONE MAP ZONE III The following local governments listed by state (county/ parishes, unless noted otherwise) are located in WIND ZONE II: ALABAMA - Baldwin and Mobile FLORIDA - All counties except those identified as being within Wind Zone III. GEORGIA - Bryan, Camden, Chatham, Glynn, Liberty and McIntosh LOUISIANA - Acadia, Allen, Ascension, Assumption, Calcasieu, Cameron, East Baton Rouge, East Feliciana, Evangeline, Iberia, Ibenrille, Jefferson Davis, LaFayette, Livingston, Pointe Coupee, St. Helena, St. James, St. John the Baptist, St. Landry, St. Martin, St. Tammany, Tangipahoa, Vermillion, Washington, West Baton Rouge and West Feliciana. MAINE - Hancock and Washington MASSACHUSETTS - Barnstable, Bristol, Dukes, Nantucket and Plymouth. MISSISSIPPI - George, Hancock, Harrison, Jackson, Pearl River and Stone. NORTH CAROLINA - Beaufort, Brunswick, Camden, Chowan, Columbus, Craven, Currituck, Jones, New Hanover, Onslow, Pamlico, Pasquotank, Pander, Perquimans, Tyrrell and Washington. SOUTH CAROLINA - Beaufort, Berkeley, Charleston, Colleton, Dorchester, Georgetown, Horry, Jasper and Williamsburg. 3 ® FL AK w �' ® ZONE ® ZONE 2 ❑ ZONE 3 ."� HEATING AND COOLING ZONE MAP IN WIND ZONES II AND III, UNLESS THE HOME AND ITS ANCHORING AND FOUNDATION SYSTEM HAVE BEEN DESIGNED FOR THE IN- CREASED REQUIREMENTS OF EX- POSURE `D' OF ANSI/ASCE 7-88, IT SHOULD NOT BE LOCATED WITHIN 1500 FEET OF -THE COASTLINE: WIND ZONE 11 (continued): - TEXAS - Arkansas, Brazoria, Calhoun, Cameron, Chambers, Galveston, Jefferson, Kenedy, Kleberg, Matagorda, Nueces, Orange, Refugio, San Patricio and Willacy. VIRGINIA (The cities of) - Chesapeake, Norfolk, Portsmouth, Princess Anne and Virginia Beach. The following local governments listed by state (county/ parishes, unless noted otherwise) are located in WIND ZONE III: FLORIDA - Broward, Charlotte, Collier, Dade, Franklin, Gulf, Hendry, Lee, Martin, Manatee, Monroe, Palm Beach, Pinellas and Sarasota. LOUISIANA - Jefferson, La Fourche, Orleans, Plaquemines, St. Bernard, St. Charles, St. Mary and Terrebonne NORTH CAROLINA - Carteret, Hyde and Dare. The following states and territories are within WIND ZONE III: State of HAWAII ALASKA - coastal regions between the 90 mph isotach on ASCE 7- 88 wind map and the coast. - U.S. TERRITORIES - American Samoa, Northern Mariana Islands, Trust Territory of Pacific Islands, Guam, Puerto Rico and U.S. Virgin Islands. SITE PREPARATION (Continued) SITE PREPARATION The importance of site preparation for a problem -free installation cannot be overstated. All vegetation must be removed from under the home site. The site must be prop- erly graded and sloped to provide for storm drainage runoff. In particular, the area underlthe home must be graded to prevent water accumulation. Skyline Corp. recommends the home site slope 10 feet in all directions away from the home. If the home is sited on sloping terrain or a hillside, the soil must be graded on all sides to channel storm runoff around the home and not under it. If the home is set in a pit, it is extremely important to provide water drainage from under and around the home. WARNING: THE AREA UNDER AND AROUND THE HOME MUST BE SLOPED TO PREVENT WATER ACCU- MULATION. EXCESSIVE MOISTURE UNDERTHE HOME CAN CAUSE UNNECESSARY DETERIORATION, AND CAUSE CONDENSATION PROBLEMS, WHICH COULD AFFECT THE HOMES WARRANTY. IT COULD ALSO AFFECTTHE STABILITY OFTHE FOOTINGS AND PIERS WHICH SUPPORT THE HOME. If the home is to be perimeter skirted or "pit -set," ventila- tion of the under -floor area is required to minimize the effect of moisture under the home. Ventilation openings must be provided in the under -floor enclosure or skirting on at least three (3) sides (preferable on all sides) with a net area of at least one square foot per 150 square feet of floor area. The required ventilators are to be approximately equally spaced around the perimeter of the home with a ventilation opening within three (3) feet of each outside corner. Proper support of the manufactured home must allow for soil conditions in the immediate area. Pier footings must be placed on firm undisturbed soil (not loose fill) or soil which has been compacted to at least 90 percent of its maximum relative density. Support piers may also be placed directly on concrete slabs designed for manufactured home place- ment as found in manufactured home communities. After completion of grading and filling (if necessary), the bearing capacity of the soil at the depth of the footings should be determined. A pocket penetrometer (available from engineering supply houses) or other method accept- able to local jurisdictions may be used. If the soil cannot be tested but can be identified, use the foundation bearing pressures shown in Figure 3-1 as a guide. If the soil cannot be identified, use the lowest value, 1,000 PSF. Under unusual conditions, or if the soil appears to be peat or uncompacted soil, consult a local geologist or professional engineer for aid. CAUTION EXCESSIVE WATER IN THE SOIL UNDER THE HOME WILL CAUSE UNNECESSARY DETERIORATION OF THE HOME AND AFFECTTHE COMFORT LEVEL IN THE HOME. CONTINUOUS STANDING WATER UNDER THE HOME CAN CAUSE CONDENSATION PROBLEMS AND AFFECT THE HOME'S WARRANTY. PREVENTION OF WATER BENEATH THE HOME SINGLE SECTIONAL 124 CROWN AND DON'T GRADE GRADE SITE TOI SITE SO THAT SLOPE AWAY WATER COLLECTS FROM HOMEL BENEATH THE HOME I I DO CROWN AND i GRADE SITE TO SLOPE AWAY FROM HOME I DOUBLE SECTIONAL DON'T GRADE SITE SO THAT WATER COLLECTS BENEATH THE HOME TRIPLE SECTIONAL 4 CROWN• GRADE SITE TO SLOPE a - • - u-p=11=11=11=1i= 1=Ito11=11-u_11=11=11=11-11=u=.. =u-11-11=11-11-11-11-11-II=11=11-11-11-II-1i-11-11-11=11-11=11-11= =II-II-11=11-11-„- ,— 1 u=11=11� • _ . •=11-11=11-11=I1g11=11-11=11-11-11=11=11=I{=11-1!=11=11=11=11=11=11_1 4 SITE PREPARATION (Continued) GROUND BARRIER There is a strong tendency for ground moisture to be drawn into the home, greatly complicating efforts to control humidity and condensation. A ground moisture -vapor retarder of 6 mil. rated polyethylene plastic, vinyl or similar material laid on the ground surface under the home is recommended to assist in controlling the humidity in the home. General Description of Soils Allowable Pressure Soil Type (Pounds Per Square Foot) Based on the Unified Classification System No allowances made for overburden pressure, embedment, depth, water table height, or settlement problems. Rock or Hard Pan 4,000 and up Sandy Gravel and Gravel 2,000 Sand, Silty Sand, Clayey Sand Silty Gravel, or Clayey Gravel 1,500 Clay, Sandy Clay, 1,000 Silty Clay, or Clayey Silt Uncommitted Fill Special Analysis is Required Peat or Organic Clays Special Analysis is Required NOTE: To be used only when none of the following is available: a. Soils investigation and analysis -of the site. ; b. Compliance with the local building code. c. Competent opinion by a local engineer or building official. d. If the soil bearing capacity is less than 1,000 PSF, consult a professional engineer for foundation system requirements. Fig. 3-1 5 CHAPTER 4 FOUNDATION AND SUPPORT REQUIREMENTS NOTE: This chapter covers only foundations. Page 8 sum- marizes the usual types. Set-up procedures and methods for securing the home to its foundation are discussed in Chapter 5. PIERS Importance. Incorrect size, location or spacing of piers may cause serious structural damage to the home. It is important to install piers around the perimeter if required for the home. Failure to do so may lead to sagging floors, walls and roofs. Acceptable Types. Piers may be concrete blocks or pres- sure treated wood, capped and shimmed with wedges, or adjustable manufactured metal or concrete devices (see Figure 4-2). Manufactured piers should be listed and labeled for the required load capacity. DESIGN REQUIREMENTS Load -Bearing capacity. The load that each pier must carry depends on factors such as the dimensions of the home, the roof live load, the spacing of the piers, and the way they are used to support the home. Center beam/marriage wall blocking is required for multisection homes. See tables 1 and 2 for pier capacities. Manufactured piers must be rated to at least these capacities, and locally con- structed piers must be designed to transmit these loads safely. Configuration. Figure 4-2 shows the recommended arrange- ment of concrete piers constructed on-site. Concrete blocks should have nominal dimensions of at least 8"x 16". They must be stacked with their hollow cells aligned vertically. When piers are constructed of blocks stacked side-by-side, every layer should be at right angles to the previous one (See Figure 4-2). Cap hollow block piers as shown in Figure 4-2 to distrib- ute the structural load evenly across them. Caps may be of solid masonry or hard wood, and of the same length and width as the piers they rest upon. Avoid plywood, as it may lead to unwanted settling or movement. Use 4" x 6" hardwood shims (wedges) to level the home and fill any gaps between the base of the I-beam and the top of the pier cap. Always use shims in pairs (See Figure 4- 2). Drive them in tightly so they do not occupy more than 1" of vertical space. When the space to be shimmed is less than the minimum thickness of available caps or concrete blocks, dimension lumber may be used under the caps. 2 Select manufactured pier heights so that their adjustable risers do not extend more than recommended by the man- ufacturer when finally positioned. All piers must rest on footings that either extend below the frost line or are otherwise protected from frost effects, and are placed on either undisturbed soil or compacted fill. DESIGN PROCEDURES Piers Less Than 36" High. Construct piers less than 36" high out of single, open or closed -cell concrete blocks, 8" x 8" x 16". Install them so that the long side is at right angles to the supported I-beam (See Figure 4-2). Position open cells vertically upon the footers. (See Figure 4-1). Horizontal offsets should not exceed 1/2" top to bottom. Mortar is not normally required. Manufactured piers should be listed and labeled. Do not extend their adjusting studs beyond the limits specified by the manufacturer. Piers 36" to 80" High. Construct all piers between 36" and 80" high, and all corner piers over three (3) blocks high, out of double, interlocked concrete blocks (See Figure 4-2). Mortar will not normally be required. Piers Over 80" High. Where permitted by local codes, lay them in concrete mortar with steel reinforcing bars inserted in the block cells and fill the cells with concrete. Where such construction is not permitted by local codes, have piers over 80" high designed by a registered professional or structural engineer. Location and Spacing. The location and spacing of piers depend upon the dimensions and weight of the home, the roof load zone, size, and type of construction of the footings. Other factors such as the location of doors or other openings and heavy pieces of furniture are also important. In general locate piers no more than 2' from either end, and not over 10' o.c. Single -Section Homes. Figure 5-2 shows the recommended locations and spacing of piers for single -section homes. Multi -Section -Homes. Figure 5-3 shows the recommended location and spacing of piers for multi -section homes. Under Doors and Heavy Furniture. Place additional piers on both sides of exterior doors, side-wall openings wider than 4' (such as sliding glass doors), under porch posts, wood stoves, and under the expected locations of heavy pieces of furniture such as pianos, organs, waterbeds, etc. FOUNDATION AND SUPPORT REQUIREMENTS (Continued) DESIGN PROCEDURES (Continued) Footings. Support every pier with a properly designed foot- ing, as follows. ACCEPTABLE TYPES OF FOOTINGS. Concrete. Footings may consist of precast or poured -in- place concrete, pads slabs, or ribbons at least 3-1/2" thick with a 28 -day compressive strength at least 3,000 psi. Footing size in no case shall be less than 144 sq. in. or smaller than the pier supports. Pressure -Treated Permanent Wood. Two layers of 2" thick pressure -treated wood planks, with the long dimension of the second layer placed perpendicular to that of the first, fastened and with cut edges painted or retreated, may also be used. Other Materials. You may also use other materials approved for this use by local authorities if they provide equal load- bearing capacity and resistance to decay. PLACEMENT IN FREEZING CLIMATES. Conventional Footings. For frost -susceptible soils, to pre- clude the harmful effects of ground frost heave, footings should usually be,placed below the frost line. Consult local authorities to determine frost penetration. In the absence of a local code, use the frost penetration map as a guide. Floating Slab System. When properly engineered by a reg- istered professional engineer, compatible with the anchorage requirements of Chapter 5, and acceptable to the local author- ity having jurisdiction, a "floating slab system" may be used above the frost line. Insulated Foundations. Footings may also be placed above the frost line when the home is provided with a perimeter foundation or skirting having insulation properties sufficient to prevent freezing of the soil under or adjacent to every load-bearing component of the foundation and accept- able for this purpose by the local authority having jurisdic- tion. Useful design guidelines may be found in references at the end of this chapter. Insulation systems should be compatible with the requirement to cross ventilate the entire space under the home. Proper Sizing of Footings. Proper sizing of footings depends upon -the load -carrying capacity of both the piers and the soil. See Table 4 for recommended footing sizes. Permanent Foundations. Check local building codes and regulations and consult a registered professional or struc- tural engineer when you are setting your home on a per- manent foundation (such as a full basement, crawl space or load-bearing perimeter foundation). A permanent foundation design, which meets most local codes, may be available from Skyline Corporation. Please contact the Skyline division which manufactured the home or Skyline's National Director of Consumer Relations. 7 Flood -Prone Areas. Skyline Corporation does not recom- mend locating homes in river or coastal flood -prone areas. Special elevation and anchoring techniques are required when locating in a flood -prone area. Consult a registered professional or structural engineer to make sure that home design and construction conform to applicable federal, state and local codes and regulations. The FEMA publication listed below contains design and construction recommen- dations. Severe Wind Areas. Special foundation and anchoring techniques are required when locating in a severe wind area is unavoidable. Consult a registered professional or structural engineer. The HUD foundations design guide referenced herein contains recommendations for designing foundations and anchoring systems. Do not place your home in a wind zone more severe than the one indicated on the data plate located by your home's main electrical panel. Special Snow Load Conditions. Homes designed for and located in heavy snowfall areas or subject to other extreme loading conditions may require special piers or footings. See tables and/or special manufacturer's instructions provided with your home. IMPORTANT REFERENCE DOCUMENTS • Foundation plans available from manufacturer. • ANSI/NCSBCS A225.1-1987, "Manufactured Home Instal- lations;' NCSBCS, 505 Huntmar Park Drive, Herndon, VA 22070, (703) 437-0100. • ASCE 7-88, "Minimum Design Loads for Buildings and other Structures;' ASCE, 345 East 47th Street, New York, NY 10017-2398. • FEMA 85, "Manufactured Home Installation in Flood Hazard Areas," FEMA, Washington, DC 20472, (202) 646-2708, September, 1985. • HUD Handbook 4930.3 (1989), "Permanent Foundations Guide for Manufactured Housing;' HUD, 415 7th Street, S.W., Washington, DC 20410. • "All Weather Wood Foundation Systems Manual," National Forest Products Association, 1619 Massachu- setts Ave., N.W., Washington, DC 20036, June, 1976. • "Design Guide for Frost -Protected Shallow Foundations," Prepared for U.S. Dept. of Housing and Urban Develop- ment by: NAHB, Upper Marlboro, MD, June, 1994, Instrument No. DU1001<000005897. • "Building Foundation Design Guidebook;' Document No. DE 88013350, National Technical Information Service, 5285 Port Royal Road, Springfield, VA 22161. FOUNDATION AND TY SUPPORT REQUIREMENTS (Continued) kNUFACTURED HOME INSTALLATIONS SINGLE OR MULTI -SECTION HOMES OF FOUNDATION SYSTEM - MAIN COMPONENTS(*) 1. Piers -Ground Anchors. Home rests on piers of concrete block, formed -in-place concrete, permanent wood or steel pedestals on permanent wood, crushed stone or concrete footers. Ground anchors in soil angled to resist straps or embedded in concrete deadmen in soil. Straps tied to the frame, with or without over -the -top straps. 2. Concrete Slab or Continuous Footing. Home rests on a concrete slab or ribbons of concrete. Straps tied between frame and perimeter footers or concrete slab. Skyline Corp. recommends installing earth anchors prior to pouring concrete slab. Concrete slab should be sloped to prevent water accumulation under home. 3. Pile/Post System. Home rests on piles/posts placed sufficiently deep in the ground to resist all wind, snow, front heave and earthquake forces. Straps fasten home to the piles/posts or caps placed thereon. 4. Concrete or Concrete Block Load -Bearing Perimeter Walls. (Basement or Crawl Space) Home rests on exterior load-bearing walls which sit on concrete footings weight to resist all external forces. The floor connec- tion to foundation resists external forces. *For Skyline multi -section homes, the mating walls are supported by piers or support walls with straps and ground,anchors, providing resistance to downward and uplift forces. } 8 TYPICAL FOOTING PADS FIG. 4-1 I T ` I \l4 SINGLE PAD FOOTING �m''�� a 8. DOUBLE PAD FOOTING SINGLE PAD FOOTING ,ll I DOUBLE PAD FOOTING TRIPLE PAD FOOTING Y T �� �� DOUBLE PAD FOOTING TWO DOUBLE PAD FOOTING <r>x`� l`<Y WI LOAD DISTRIBUNNG PAD FOR SUPPORT ` TRIPLE PAD FOOTING LOAD DISTRIBUTING PAD FOR SUPPORT' (241x241x4' `I TWO DOUBLE PAD FOOTING QUAD PAD FOOTING 1611x 16" x 4" CONCRETE PAD FOOTINGS 8" x 16" x 4" CONCRETE PAD FOOTINGS 21' x 12" x 24" WOOD PAD FOOTINGS 8 FOUNDATION AND SUPPORT REQUIREMENTS (Continued) TYPICAL PIER CONSTRUCTION I -Beam frame Gap between top of pier and main frame may be hardwood plate (not exceeding 2" in thickness) /and shims (not exceeding 1" in thickness). Shims shall be at least 4" wide and 6" long, fitted and driven tight between wood plate or pier and main frame. 2" or 4" solid concrete block may fill remainder of gap. - j - Cap - Wood or concrete, 2"x8"x 16" installed with 16" dimension perpendicular to the I I-beam frame. Single open or closed cell concrete blocks 8"x8"x16" (open cells placed vertically upon footer) in stalled with 16" dimension perpendicular to the I-beam frame. Footing - Solid concrete or other product approved for the purpose. Size according to Table 4. lGround Level Footing below frost line when subject to frost heaving. SINGLE BLOCK PIER - 8000 LBS. MAXIMUM CAPACITY. PIER CAPACITY MUST BE EQUAL TO OR MORE THAN REQUIRED FOOTER CAPACITY. Cap - Solid concrete block or equivalent. Double Interlocked Blocks. Max. Height is 80". icrete grouting Steel reinforcing bars r piers exceeding 80 inches in ight the concrete blocks should filled with concrete grouting d steel reinforcing rods should used. . DOUBLE BLOCK PIER -14000 LBS. MAXIMUM CAPACITY. PIER CAPACITY MUST BE EQUAL TO OR MORE THAN REQUIRED FOOTER CAPACITY. Footings placed on firm undisturbed soil or in controlled fill free of grass and organic materials compacted to a minimum load bearing capacity of 1000 PSF. tij 'o 3 ao as •o 's 6 7, is J))), 61 a6 �i aa6 .so6a.6e s• s•�•e2eI5 0 a e a :O • a6••e sa s• ,s6 66e •z 60 e so �• 6 's ? 1? #s a6• •e �s .s .e•s S. a� 6� 6 66 z�• aO3 12 .6 .e 30 •eas 20 30 'a•' • 2 .0 24 364 S_ J 17 aso' '37<a ss •t 0 z 2/]8 16 10 'o ao a e 27s ' ,ea p � ri � 7 �'20 - 7 'a ?o a 9. 21 i7 ._. 1 •- is 6 I a i 's e 9 301.0 '2 ' : Lz 2 Frost Penetration Map , 102s .2. .o AVERAGE DEPTH OF FROST PENETRATION — IN INCHES ---J SOURCE: U.S. Dept. of Commerce Weather Bureau FIG. 4-2 9 FOUNDATION AND SUPPORT REQUIREMENTS (Continued) SUPPORT REQUIREMENTS The design loads and minimum footing sizes used in the selection of the support structure are set forth in Table 4. The loads and footing sizes are the minimum values to be used for the support structure and are based on the indi- cated roof live load and a floor live load of 40 Psf. The support requirements for homes designed for 60 PSF and higher roof load (and those specifically indicated middle and north zone homes) are found in the Supplement accompanying this manual entitled "Manufactured Home Installation for Perimeter Blocking." All load bearing supports and footings may be subject to Contact the Skyline division that built the home for more approval by the local Enforcement Agency information concerning perimeter blocking. TABLE 1 PIER LOADING UNDER MAIN I -BEAMS SINGLE -WIDE HOMES NOTES: 1. See Table 4 for minimum footing sizes based on pier loads and allowable soil bearing capacities. The footing sizes and pier loads are minimums required for the applicable conditions. The footing shall not be smaller than the pier it supports of 144 square inches. 2. The maximum spacing of supports is not to exceed 10 feet. 3. Where it is impractical to maintain spacing, such as in the axle area, the average of the distance to each adjacent support may be used to determine support requirements: for example: if the distances to the adjacent supports were 6'-0" and 8'-0", the average spacing would be 7'-0". ``o �ttttt�trrrrr��� 6'-0" 8'-0" I< >I< >I CERT _ # 09703 S[ATE- OF Pier A Pier B Pier C 8 ty P The average spacing for pier B would be (6 + 8) / 2 = 7 ft., therefore, '/�,lilt I N A L pier B would be designed for 7 ft. pier spacing. 4. The last line in the above Table is the weight per foot each main I-beam is carrying. Multiply this number by the span a pier is carrying to determine the required capacity of that pier. 10 12' WIDE HOMES 14' WIDE HOMES 16' WIDE HOMES Pier Pier Load Pier Load Pier Load Pier Load Pier Load Pier Load Pier Load Pier Load Pier Load Spacing (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) Under 20 PSF 30 PSF 40 PSF 20 PSF 30 PSF 40 PSF 20 PSF 30 PSF 40 PSF Main I -Beams Roof Roof Roof Roof Roof Roof Roof Roof Roof (Ft.) Zone Zone Zone Zone Zone Zone Zone Zone Zone 4 2130 2420 2560 2410 2740 2940 2700 3060 3320 5 2660 3020 3190 3020 3420 3670 3370 3830 4150 6 3190 3620 3830 3620 4110 4410 4050 4590 4980 7 3720 4230 4470 4220 4790 5140 4720 5360 5810 8 4250 4830 5110 4820 5480 5880 5400 6120 6640 9 4780 5440 5750 5430 6160 6610 6070 6890 7470 10 5320 6040 6380 6030 6850 7340 6750 7650 8300 Wt. Per Foot 532 604 638 603 685 734 675 765 830 See Note 4 NOTES: 1. See Table 4 for minimum footing sizes based on pier loads and allowable soil bearing capacities. The footing sizes and pier loads are minimums required for the applicable conditions. The footing shall not be smaller than the pier it supports of 144 square inches. 2. The maximum spacing of supports is not to exceed 10 feet. 3. Where it is impractical to maintain spacing, such as in the axle area, the average of the distance to each adjacent support may be used to determine support requirements: for example: if the distances to the adjacent supports were 6'-0" and 8'-0", the average spacing would be 7'-0". ``o �ttttt�trrrrr��� 6'-0" 8'-0" I< >I< >I CERT _ # 09703 S[ATE- OF Pier A Pier B Pier C 8 ty P The average spacing for pier B would be (6 + 8) / 2 = 7 ft., therefore, '/�,lilt I N A L pier B would be designed for 7 ft. pier spacing. 4. The last line in the above Table is the weight per foot each main I-beam is carrying. Multiply this number by the span a pier is carrying to determine the required capacity of that pier. 10 FOUNDATION AND SUPPORT REQUIREMENTS (Continued) TABLE 2 PIER LOADING UNDER MAIN I -BEAMS DOUBLE -WIDE HOMES NOTES: 2. 3. 4 5. See Table 4 for minimum footing sizes based on pier loads and allowable soil bearing capacities. The footing sizes and pier loads are minimums required for the applicable conditions. The footing shall not be smaller than the pier it supports or 144 square inches. The maximum spacing of supports is not to exceed 10 feet. Where it is impractical to maintain spacing, such as in the axle area, the average of the distance to each adjacent support may be used to determine support requirements: for example: if the distances to the adjacent supports were 6'-0" and 8'-0", the average spacing would be 7'-0". 6'-0" 8'-0" Pier A Pier B Pier C The average spacing for pier B would be (6 + 8) / 2 = 7 ft., therefore, •►•zi.9 pier B would be designed for 7 ft. pier spacing. Concentrated loads at marriage line (see Table 3). I - The last line in the above Table is the weight per foot, each main I-beam is carrying. Multiply this number by the span a pier is carrying to determine the required capacity of that pier. 11 20" WIDE HOMES 24' WIDE HOMES 26'& 28' WIDE HOMES 32' WIDE HOMES Pier Spacing Pier Load Pier Load Pier Load Pier Load Pier Load Pier Load Pier Load Pier Load Pier Load Pier Load Pier Load Pier Load Under (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) Main 20 PSF 30 PSF 40 PSF 20 PSF 30 PSF 40 PSF 20 PSF 30 PSF 40 PSF 20 PSF 30 PSF 40 PSF I -Beams Roof Roof Roof Roof Roof Roof Roof Roof Roof Roof Roof Roof (Ft.) Zone Zone Zone Zone Zone Zone Zone Zone Zone Zone Zone Zone 4 1810 2060 2170 2100 2390 2560 2360 2630 2940 2680 3000 3320 5 2270 2580 2710 2630 2980 3190 2950 3350 3670 3350 3750 4150 6 2720 3100 3260 3150 3580 3830 3540 4020 4410 4020 4500 4980 7 3170 3610 3800 3680 4180. 4470 4130 4690 5140 4690 5250 5810 8 3630 4130 4340 4200 4770 5110 4720 5360 5880 5360 6000 6640 9 4080 4640 4880 4730 5370 5750 5310 6030 6610 6030 6750 7470 104540 5160 5420 5250 5970 6380 5900 6700 7340 6700 7500 8300 Wt. Per Foot 454 516 542 525 597 638 590 670 734 670 750 830 See Note 5 NOTES: 2. 3. 4 5. See Table 4 for minimum footing sizes based on pier loads and allowable soil bearing capacities. The footing sizes and pier loads are minimums required for the applicable conditions. The footing shall not be smaller than the pier it supports or 144 square inches. The maximum spacing of supports is not to exceed 10 feet. Where it is impractical to maintain spacing, such as in the axle area, the average of the distance to each adjacent support may be used to determine support requirements: for example: if the distances to the adjacent supports were 6'-0" and 8'-0", the average spacing would be 7'-0". 6'-0" 8'-0" Pier A Pier B Pier C The average spacing for pier B would be (6 + 8) / 2 = 7 ft., therefore, •►•zi.9 pier B would be designed for 7 ft. pier spacing. Concentrated loads at marriage line (see Table 3). I - The last line in the above Table is the weight per foot, each main I-beam is carrying. Multiply this number by the span a pier is carrying to determine the required capacity of that pier. 11 FOUNDATION AND SUPPORT REQUIREMENTS (Continued) TABLE 3 PIER LOADING UNDER CENTERLINE BEAM DOUBLE -WIDE HOMES NOTES: 1. Where a column is located between two openings, sum the loads for each opening to obtain the required pier load. 2. See table 4 for minimum footing, sizes based on pier loads and allowable soil bearing capacities. 3. The concentrated loads consist of roof loads only. 4. Pier locations at the marriage wall are marked with paint or metal indicator straps. 5. Piers used side by side to obtain the required load are permissible. PIER LOADING AND INSTALLATION UNDER SIDEWALL DOORS AND WINDOWS Unit Sidewall Typical door or window opening - Width vanes - see table below. Floor joists 4x4 block, 4" 20" WIDE HOMES 24" WIDE HOMES longer than joist spacing. Installed 26'& 28" WIDE HOMES 32" WIDE HOMES Span Between (Ft.) See Note 1 Pier load (Lbs) 20 PSF Roof Zone Pier load' (Lbs) 30 PSF Roof Zone Pier load (Lbs) 40 PSF Roof Zone Pier load (Lbs) 20 PSF Roof Zone Pier load (Lbs) 30 PSF Roof Zone Pier load (�) 40 PSF Roof. Zone Pier load (Lbs) 20 PSF Roof Zone Pier load (Lbs) 30 PSF Roof Zone Pier load (Lbs) 40 PSF Roof Zone Pier load (Lbs) 20 PSF Roof Zone Pier load (Lbs) 30 PSF Roof Zone Pier load (Lbs)Columns 40 PSF Roof zone 6 900 1200 1500 1080 1440 1800 1 1260 1680 2100 1350 1800 2250 10 1500 2000 2500 1800 2400 3000 2100 2800 3500 2250 3000 3750 12 1800 2400 3000 2160 2880 3600 2520 3360 4200 2700 3600 4500 14 2100 2800 3500 2520 3360 4320 2940 3920 4900 3150 4200 5250 16 2400 3200 4000 2880 3840 4800 3360 4480 5600 3600 4800 6000 18 1 2700 1 3600 4500 3240 4320 5400 1 3780 1 5040 6300 4050 1 5400 1 675 20 3000 4000 5000 3600 4800 6000 4200 5600 7000 4500 6000 7500 24 3600 4800 6000 4320 5760 7200 5040 6720 8400 5400 7200 9000 NOTES: 1. Where a column is located between two openings, sum the loads for each opening to obtain the required pier load. 2. See table 4 for minimum footing, sizes based on pier loads and allowable soil bearing capacities. 3. The concentrated loads consist of roof loads only. 4. Pier locations at the marriage wall are marked with paint or metal indicator straps. 5. Piers used side by side to obtain the required load are permissible. PIER LOADING AND INSTALLATION UNDER SIDEWALL DOORS AND WINDOWS Unit Sidewall Typical door or window opening - Width vanes - see table below. Floor joists 4x4 block, 4" 36" MAX. OPENING 78.5" MAX. OPENING longer than joist spacing. Installed Pier installed such that is spans when joist is I joists on either not under side of door jamb. door jamb. A+-7 I See Note 6. I A Pier installed when joist is SECTION'A-A' underfloor jamb. TABLE 3A wall Dar joist Typical pier NOTES: 1. Piers are required at all entry doors and window openings 4 feet wide or greater. 2. Piers are also required at bay windows where the sidewall opening is 4 feet or greater. 3. Piers are not required at door and' window openings located along endwalls. 4. Piers are not required at some door and window locations if the floor has been reinforced at the factory. Contact the division that built your home to determine if this is applicable to your home. 5. See table 4 for minimum footing sizes based on pier loads and allowable soil bearing capacities. 6. Maximum pier setback is 6". If pier load (from table 3A) is 1240 lbs. or less, and Nominal unit width is 12', 14', 20', 24', 26' or 28', then setback may be 10" max. If pier load (from table 3A) is 1930 lbs. or less, and Nominal unit width is 16', 18' or 32', then setback. 12 36" MAX. OPENING 78.5" MAX. OPENING 108" MAX. OPENING 121" MAX. OPENING Nominal Unit Width Ft. Pier Load Pier Load Pier Load Pier load Pier Load Pier Load (Lbs) (Lbs) 1(Lbs) (Lbs) (Lbs) (Lbs) 20 PSF 30 PSF 40 PSF 20 PSF 30 PSF 40 PSF Roof Roof I Roof Roof Roof Roof Zone Zone (Zone Zone Zone Zone Pier Load Pier Load Pier Load (Lbs) (Lbs) (Lbs) 20 PSF 30 PSF 40 PSF Roof Roof Roof Zone Zone Zone Pier Load (Lbs) 20 PSF Roof Zone Pier Load (Lbs) 30 PSF Roof Zone Pier Loa (Lbs) 40 PSF Roof Zone 12 390 1 510 1 620 810 1 1050 1280 1110 1 1440 1760 1250 1610 1980 14 440 560 1 690 890 1160 1430 1230 1600 1960 1370 1780 2200 16 480 620 1760 980 1270 1570 1340 1750 2260 1500 1960 2420 18 510 670 1830 1050 1380 1700 1450 1890 2340 1620 2120 2620 20 350 450 ;550 720 920 1130 990 1270 1550 1100 1420 1730 24 390 510 1620 810 1050 1280 1 1110 1440 1 1760 1250 1610 1980 26420 1 540 1660 860 11110 1360 1180 1 1520 1870 1320 1710 2100 28 430 550 1680 880 1 1140 1400 1210 1 1570 1930 1350 1 1750 2160 32 460 600 1740 950 1 1240 1530 1310 1 1710 2110 1470 1910 2360 NOTES: 1. Piers are required at all entry doors and window openings 4 feet wide or greater. 2. Piers are also required at bay windows where the sidewall opening is 4 feet or greater. 3. Piers are not required at door and' window openings located along endwalls. 4. Piers are not required at some door and window locations if the floor has been reinforced at the factory. Contact the division that built your home to determine if this is applicable to your home. 5. See table 4 for minimum footing sizes based on pier loads and allowable soil bearing capacities. 6. Maximum pier setback is 6". If pier load (from table 3A) is 1240 lbs. or less, and Nominal unit width is 12', 14', 20', 24', 26' or 28', then setback may be 10" max. If pier load (from table 3A) is 1930 lbs. or less, and Nominal unit width is 16', 18' or 32', then setback. 12 FOUNDATION AND SUPPORT REQUIREMENTS (Continued) TABLE 4 FOOTING SIZES TABLE 4A COMMON FOOTING SIZES AND CAPACITIES FOOTING SIZE FOOTING CAPACITY AT VARIOUS ALLOWABLE SOIL BEARING VALUES 1000 PSF 1500 PSF 2000 PSF 3000 PSF 4000 PSF FOOTING SIZES IN x IN OR EQUAL AREAS SQ. IN. 1780 2665 3555 5335 7110 10665 ALLOWABLE SOIL BEARING VALUE 2250 3375 4500 6750 REQUIRED PIER 1000 PSF 1500 PSF 2000 PSF 3000 PSF 4000 PSF 6000 PSF LOAD CAPACITY (POUNDS) REQUIRED TYPICAL AREA SIZES (SQ. IN.) (IN.xIN.) REQUIRED TYPICAL AREA SIZES (SQ. IN.) (IN.xIN.) REQUIRED TYPICAL AREA SIZES (SO.IN.) (IN.xIN.) REQUIRED AREA (SO.IN.) TYPICAL SIZES (IN.xIN.) REQUIRED TYPICAL AREA SIZES (SQ.IN.) IN.xIN.) REQUIRED TYPICAL AREA SIZES (SQ.IN.) (IN.xIN.) 1500 216 12x20 144 12x20 144 12x20 144 12x20 144 12x20 144 12x20 2000 288 16x20 192 12x20 144 12x20 144 12x20 144 12x20 144 12x20 2500 360 18x20 240 12x20 180 12x20 144 12x80 144 12x80 144 12x20 3000 432 20x22 288 16x20 216 12x20 144 12x20 144 12x20 144 12x20 3500 504 22x24 336 18x20 252 14x20 168 12x20 144 12x20 144 12x20 4000 576 24x24 384 20x20 288 16x20 192 12x20 144 12x20 144 12x20 4500 648 26x26 432 20x22 324 18x20 216 12x20 162 12x20 144 12x20 5000 720 26x28 480 22x22 360 18x20 240 12x20 180 12x20 144 12x20 5500 792 28x30 528 22x24 396 20x20 264 14x20 198 12x20 144 12x20 6000 864 30x30 576 24x24 432 20x22 288 16x20 216 12x20 144 12x20 6500 936 30x32 624 24x26 468 22x22 312 16x20 234 12x20 156 12x20 7000 1008 32x32 672 26x26 504 22x24 336 18x20 252 14x20 168 12x20 7500 1080 32x34 720 26x28 540 24x24 360 18x20 270 14x20 180 12x20 8000 1152 34x34 768 28x28 576 24x24 384 20x20 288 16x20 192 12x20 8500 1224 34x36 816 28x30 612 24x26 408 20x22 306 16x20 204 12x20 9000 1296 36x36 864 30x30 648 26x26 432 20x22 324 18x20 216 12x20 9500 1368 36x38 912 30x32 684 26x28 456 22x22 342 18x20 228 12x20 10000 1440 38x38 960 30x32 720 26x28 480 22x22 360 18x20 240 12x20 TABLE 4A COMMON FOOTING SIZES AND CAPACITIES FOOTING SIZE FOOTING CAPACITY AT VARIOUS ALLOWABLE SOIL BEARING VALUES 1000 PSF 1500 PSF 2000 PSF 3000 PSF 4000 PSF Pounds 6000 PSF 16"x16" 1780 2665 3555 5335 7110 10665 18"x18" 2250 3375 4500 6750 9000 13500 24"x24" 4000 6000 8000 12000 16000 24000 16"x32" 1 3555 5335 7110 10665 14220 21335 32"x32" 7110 10665 14220 21335 — — 12"Round 785 1180 1570 2355 3140 4712 16" Round 1395 2095 2790 4190 5585 8375 18" Round 1765 2650 3535 5300 7070 10600 24" Round 3140 4710 6280 9425 12565 18650 36"Round 7070 10600 14135 21205 — — tj 13 CHAPTER 5 SETUP PROCEDURES WARNING: WHEN SETTING UP THIS HOME, THE FOLLOWING PRECAUTIONS REGARDING JACKING MUST BE FOLLOWED: Moving Home To Location: Make sure the following items are completed before placing'the home: • The site is properly prepared. See Chapter 3. • All concrete work necessary to setting the home is finished. { • Utilities are installed or available. • Any trenching, for crossover drain lines or for wheels that will be left in place, is complete. • Items that could be difficult to install after the home is sited (such as anchors and ground moisture retarders) are in their proper locations. CAUTION: THE HOME WEIGHS SEVERAL TONS. USE ADEQUATE TEMPORARY SUPPORT BLOCKING TO SAFEGUARD WORKERS. SKYLINE CORP. RECOM- MENDS WOOD BLOCKING. I Positioning Home. When notplacing the home on a con- crete slab or poured -in-place footings, mark the corners of the home and lay out footings, and support devices close to where they will be used. Thenf move the home or first sec- tion into position. Leveling and Blocking — Single -Wide Homes. 1. Before doing any jacking, (place support piers for the home in the locations under�the home as specified in the home installation instructions. 1 2. Use a minimum of two jacks, each with a rating of at least ten tons. 3. Jack only on the main chassis I-beam. Locate the jack directly under the vertical web of the I-beam. Do not jack on the seam (joint between flanges) of a twin I-beam. 4. Use a large 3/8 inch thick steel plate, C -channel or other equivalent plate between thle main chassis I-beam and the jack head to distribute the load. I 5. The jack base, and any blocking must be located on firm ground. 6. Do not operate the jacks while you are under the main 1 -beams of the home. 7. Use jacks only for raising the home. Do not rely on the jacks to support the home. I 8. Place 4" x 6" x 48" min. safety timbers between the I -beams and ground in calse of jack failure. Timber should be hardwood. 9. Raise the home in small increments and provide addi- tional blocking between the' home and the piers and safety piers as the home Is raised. 14 10. Do not go under the home while it is supported on the jacks, unless safety timbers capable of supporting the home are in place. FAILURE TO FOLLOW THESE WARNINGS MAY RESULT IN SERIOUS INJURY OR DEATH. Reminders before jacking... 1. Use only jacks in good condition with a minimum rating of 10 tons. 2. Use a minute man C -Channel jacking plate or equivalent between jack and steel I-beam to distribute the concen- trated loads. (See Figure 5-1) 3. Use a firm support under the jack base to prevent tipping or settling of the jack. Skyline recommends a 12" x 12" or larger pad. 4. Always follow the sequence of jacking outlined below to avoid overstressing structural members. T -BEAM ------------- - C -CHANNEL 8" LONG 10 TON JACK JACK SUPPORT - LOCATE ON FIRM SOIL III -III =III -III =III __=1111 - II =II -IIIflillI- III -III=11 -III=III=11 FIG. 5-1 SET-UP PROCEDURES (Continued) The jacking procedure is as follows: 1. After the home is located in its final position, you can preliminarily level it by using the hitch jack but only after adequately wheel blocking the home so it does not roll. 2. Jack up one side of the home by placing one jack just forward of the front spring hanger and the other just behind the rear spring hanger. These two jacks must be operated simultaneously to raise the home. Jack low side of the home first. Install footings and piers; one just forward of the front jack and another just behind the rear jack (taking care not to exceed the correct spacing selected from Table 1 or 2). 3. Next, jack the main I-beam at the front and position a pier within 2'-0" of the end of the I-beam. At the completion of this step, this side of the home should be approximately level. ' 4. Repeat Steps 2 and 3 for the other side of the home. At the completion of this step, the home should be roughly level from front to rear and from side to side. 5. Place the remaining pier supports under the main I-beam on each side taking care to maintain a maximum distance of no more than the spacing determined from Tables 1 or 2 with piers located with 2'-0" of each end of each I-beam. (See Fig. 5-2) 6. Level the home within reasonable tolerances, using a 6 foot carpenter's level, water level, or similar equipment. The final height adjustment is obtained by jacking the I-beam and placing hardwood shims between the piers and I-beam, or other approved methods such as adjustable piers. THIS LEVELING PROCESS IS IMPORTANT FOR APPEARANCE AND IS ESSENTIAL FOR THE PROPER OPERATION OF DOORS, WIN- DOWS, AND THE DRAINAGE SYSTEM. 7. Place additional supports at each side of sidewall open- ings over 4'0" wide and each side of exterior doors. 8. Within 90 days after initial set-up, the home should be releveled, if necessary, to compensate for any pier set- tlement. Follow the procedure in Item 6 above. NOTE: DURING THE LEVELING OR RELEVELING PROCESS, LOOSEN FRAME TIES AND OVER -THE - ROOF TIES (IF PROVIDED) PRIOR TO JACKING HOME. 15 �MAXIMLIM PIER SPACING AS I' I BEAM I SELECTED FROM TABLE 1 TYPICAL /PIER 10'-0" 1 i] J i MAX. " 2'-0" FIG. 5-2 SETUP PROCEDURES (Continued) LEVELING AND BLOCKING, DOUBLE -WIDE HOMES With the exception of the requirement for support under the marriage wall of double -wide units, leveling and blocking procedures are the same as for single -wide units. The site must be prepared as previously described. Special consid- eration must be given to the footings and pier construction required by (1) local soil conditions, (2) depth of frost line Pier at centerline within 1' of front and rear wall. This pier required only if there is a column located at the front or rear wall. (See Table 3)) t 2'-0" Max. I I I Varies' 1 � CO. T , Cl) D C�J Z_ ' f I Piers required at 2 I all interior column H IT BEAM I locations, per Zi Table 3. (See detail) W r r J t J L J J z 1 9 I O z , Max. Pier ' f spacing as I ( I I selected from Table 2. LjJ LrJ 11J LI Dimensions vary. If pre construction of footing is desired, contact the Skyline division who manufactured the unit for applicable dimensions. oisiE •• ''•.� • • i � • A� • �Q,� Centerline Support pier location indicator - Metal strap or centerline joist marked with paint 112 123 stfi beneath home or paper FIG, 5-3 &.W 4)5 tag indicating pier location. 16 and (3) special requirements for local jurisdictions. It may be desirable to construct the footings and piers (to grade height) prior to moving the home to its final location. Pre - construction of the footings and piers to grade may be ac- complished by referring to the pier location diagram, Figure 5-4, making special note of the additional piers required at centerline beam supports. If there are questions regarding pier locations, please contact the division for aid. Piers lo- cated at the centerline, may carry much higher loads than other pier locations. PROPER BLOCKING OF THE CENTERLINE BEAM IS VITAL TO THE PERFORMANCE OF A DOUBLE -WIDE HOME. FIG. 5-4 RIM JOIST AT MARRIAGE LINE O 1(/ WHERE AVAILABLE PIERS DO NOT HAVE THE CAPACITY UPLIFT CONNECTOR CAPACITY REQUIRED BY TABLE 3 FOR MARRIAGE WALL CONCENTRATED LOADS IS 3114/ EACH TO BE RESISTED -2 OR MORE PIERS MAY BE USED. FOOTINGS AND PIERS SHOWN THE SUM OF PIER CAPACITIES FOR ILLUSTRATIVE PURPOSES AT EACH SUPPORT POINT SHALL ONLY — ANY APPROVED SYSTEM BE AT LEAST EQUAL TO THE LOADS MAY BE USED. SPECIFIED IN TABLE 3. TYPICAL MARRIAGE WALL STRAPS FIG. 5-5 UPLIFTED CONNECTOR UPLIFT CONNECTOR CAPACITY MARRIAGE WALL CAPACITY IS 1242/ EACH TO RESISTED BY IS 3114/ EACH TO BE RESISTED ANCHORING BY ANCHORING EQUIPMENT. EQUIPMENT STANDARD HURRICANE STRAP CAPACITY IS 31500 CABLE & THIMBLE SYSTEM PER STRAP SHOWN FOR ILLUSTRATION ONLY—ANY APPROVED METHOD RIM JOIST MAY BE USED. 1/4' CABLE THIMBLE ' INSERTED IN 1/4' CABLE CONNECTOR HOLE. CLAMPS GALVANIZED STEEL STANDARD HURRICANE STRAP CABLE 7132" DIA. (7x7) OR SLOT IN STRAP IS FOR INSTALLATION OF IS TO BE CONNECTED 1/4" DIA. (7x17) STANDARD HURRICANE STRAP DESCRIBED DIRECTLY TO APPROVED TENSION CABLE PER TIE- ON PAGE 21. CONNECT TIE -DOWN STRAP ANCHOR. STRAP IS ATTACHED DOWN INSTRUCTIONS DIRECTLY TO UP -LIFT CONNECTOR AS SHOWN TO WALL IN FACTORY. BY FIG. 5-12. (SPLICE DEVICE NOT REQUIRED) TYPICAL MARRIAGE WALL STRAPS FIG. 5-5 SETUP PROCEDURES (Continued) FIG. 5-6 USE OF WATER LEVEL WATER LINE CONTAINER Tube /I ___ _ _I,__^ __ __ _ . -- SUPPORT DEVICE MATERIAL TO MAKE LEVEL • Five Gallon Pail with Lid • Plastic Tubing —100 feet x 3/8" or 1/2" • Cork -1-1/2" - • Male Barbed Fitting — 3/8" x 3/4" • Steet Washer — 7/8" • Nut — 3/4 • Female Barbed Fitting — 3/8" x 1/2" • Male Valve — 1/2" • Pipe Sealant • Cake Coloring — 8 oz. 7 "HOW TO USE A WATER LEVEL' i PLACE AT ANY POINT AROUND HOME Unroll Tubing: Position level where it to be used. Take care not to have kinks in it, step on it or lay anything on it. Check for Air Bubbles: To remove any; lower valve below bottom of container and open. Close valve when they, are out. Container Location: Located so valve can reach all areas of home. Build up container so water line in valve end of tubing is at the predetermined height support devices will be set. Leveling of Support Device:'Secure valve above determined height and open. Adjust device as needed. Close valve and move to next support device. NOTE: Level all support devices before lowering home. 17 SETUP PROCEDURES (Continued) DOUBLE -WIDE INTERCONNECTION The procedure for connecting the homes is as follows. 1. Remove the temporary closure materials (polyethylene and batten strips) and position the halves as close to- 5. gether as possible in the final desired location. Do not remove temporary beam supports until step 7 has been completed. 2. Move the first section of home into its desired position. Block and level it in the same manner as described for a 6 single section home. Skyline Corp. recommends, if pos- sible, the heavy half be blocked and leveled first as it is easier to lift and roll the light half and fit into place. 3. Install sill sealer insulating material (provided) around the ceiling (to the ridge beam at the ceiling panel line), end - walls and floor mating line. Fasten sill sealer with staples or nails. See Figure 5-8A. 4. Slide the two halves together with rolling and jacking equipment. Care must be taken during rolling and jack- ing operations to avoid overstressing structural mem- bers. With the halves together at the floor, align the floors at the ends of the home. It is better to have a minor mis- alignment under the siding where it cannot be seen and will not cause a problem, than a small misalignment that will be observed in the interior of the home. With the home aligned at the floor and supported by its foundation, join the floors using 3/8" x 2-1/2" (4-1/2" w/double perimeter joist) lag screws 2 to 3 feet on center. The centerline gap at the floor should be a maximum of 3/16" Use the procedures outlined on page 16 to level the home and check supports and footings with tables 2 and 3. To obtain access into the ceiling cavity to bolt or alter- nately lag screw the ridge beam sections together, fold back the underlayment paper and remove the 12" wide sheathing panel(s) at the peak. Note that the shingles may not have been installed on one or both halves, at the 12" wide area at the peak. If one side is shingled, it is intended that the beams be lag screwed together. If nei- ther side is shingled, the beam may be lag screwed or bolted together. Bolts to be 3/8" x 4-1/2" at 48" o.c. with 3 additional bolts at 3" o.c. over interior beam supports. Lag screws to be 3/8" x 4-1/2" at 24" o.c. with 6 addi- tional lag screws at 3" o.c. over interior beam supports. Predrill 1/4" pilot holes for the lag screws at 1-1/2" down from the top of the beam and with a maximum offset from the horizontal of 45 degrees. See Fig. 5-7. NOTE: (1) WHEN. BEAM SUPPORT CONSISTS OF A COLUMN INSTEAD OF C_BEARING WALL USE 3 BOLTS AT 3" O.C. EACH SIDE OF COLUMN (2) BEAM MARKED WITH PAINT AT COLUMN LOCATIONS 2' 48 48' 48' 48' 11/2= ROOF RIDGE BEAM ENDWALL HALL BEARING WALL FIG. 5-7 7. Prior to interconnecting the ridge beam halves, examine the ridge beam ends. Should there be a slight misalign- ment, it can be eliminated by placing a jack under the low side of main beam on one half and use the jack to raise the beam. The alignment can be held by properly bolting or lag screwing the beam halves together. See Fig. 5-8. 8. Place additional pier supports at the centerline at the interior column locations marked on the floor with indica- tor straps or paint (see Figure 5-3 and 5-4 and Table 3). Skyline Corp. provides pier location diagrams for all multi -wide models. These diagrams show the required lo- cations of piers and are very useful in determining pier placement prior to taking receipt of home. Additional 18 303- rA-, 48'' 303" r-� 4g'• piers are required each side of exterior doors and side- wall openings greater than 4' in width. See Table 3A for these pier load requirements. 9. If home has double mating walls, then fasten the mating wall columns together with #8x4" screws 16" o.c. See Figure 5-7A. 18x4' WOOD SCREWS® 16' O.C. EITHER FASTENING LOCATION SHOWN IS ACCEPTABLE. IF POST IS CONSTRUCTED FROM 2x4'S OR 2x6'S USE TOE -SCREW LOC (1-10 PENETRATION REQUIRED.) MATING LINE `M INTERIOR SUPPORT POST CONFIGURATIONS (TYP.) FIG. 5-7A SET-UP PROCEDURES (Continued) DOUBLE -WIDE INTERCONNECTION (continued) NOTE: IT IS IMPORTANT TO HAVE ROOF/CEILING SECTIONS FLUSH AT MATING LINE PRIOR TO FASTENING OF RIDGE BEAM HALVES. IF THEY ARE NOT FLUSH, THEN THE LOW SIDE SHOULD BE RAISED BY JACKING WITH A WOOD POST OR STEEL PIPE WITH WOOD OR METAL PAD AT THE CEILING. PLACE THE BASE OF THE JACK ACROSS THE FLOOR MATING LINE SO THAT IT RESTS ON BOTH HALVES. JACK AGAINST CEILING ONLY IN AREAS WHERE THERE IS ON MARRIAGE FIG. 5-8 FIG. 5-8A Pad on ceiling section \\ to be raised ES Base over both floors at mating line. ­UVV vcanl Install sill sealer (provided) at endwalls, Floor mating line and ridge beam bottom flange. MANUFACTURED HOME TIE -DOWN INSTRUCTIONS The support system must also resist lifting, sliding, and overturning forces resulting from side winds. A method used is to install ground anchors and tie -down straps in addition to the piers. Tie -downs as described are the minimum nec- essary of the home is to withstand its design loads without dislocation. On multi -section homes, sections must be fas- tened together and level before tie -down straps are installed. WARNING BEFORE GROUND ANCHOR INSTALLATION, DETER- MINE THAT THE ANCHOR LOCATIONS AROUND THE HOME WILL NOT BE CLOSE TO ANY UNDERGROUND ELECTRICAL CABLES, WATER LINES OR SEWER PIPING. FAILURE TO DETERMINE THE LOCATION OF UNDERGROUND ELECTRICAL CABLES MAY RESULT IN SERIOUS INJURY AND EVEN DEATH. NOTE: IN THE FRAME TIE -DOWN SYSTEM, IT IS IMPOR- TANT TO USE MATERIALS OF PROPER DESIGN AND OF ADEQUATE QUALITY. THE MATERIAL SPECIFICA- TIONS CONTAINED HEREIN SHOULD BE CONSIDERED AS MINIMUM REQUIREMENTS. Materials not furnished with the home which will be nec- essary to complete the tie -down system must meet the re- quirements set forth below. Such materials would include: 1. Cable or steel strap with a breaking strength of at least 4,725 pounds e.g. galvanized aircraft cable at least 1/4" diameter orType 1, Finish B, Grade 1 steel strapping 1-1/4" wide and 0.035" thick, conforming with ASTM D3953-91. 19 2. Galvanized connection devices such as turnbuckles, eyebolts, strap buckles, and cable clamps should be rated at 3,150 working load minimum. 3. Ground anchors — capable of withstanding at least a 4725 pound pull. Anchors must be installed as specified by the anchor manufacturer. Stabilizers or concrete col- lars may be required by anchor manufacturer. THE HOME MUST BE IN ITS FINAL LEVEL POSITION PRIOR TO TYING IT DOWN The procedure for tying down the manufactured home is as follows: 1. Position and install the ground anchors under exterior walls so that the final strap angle and height (H) will be within the limits shown in tables 5 thru 6D. 2. Connect the straps to the frame and ground anchors (See Figs. 5-9 and 5-10). , 3. Tighten the straps using the tensioning device provided with the ground anchors. Use caution to avoid overten- sioning the straps which might pull the home off the piers. It is recommended that all straps be tightened only enough to remove slack. Then, after all straps are installed and the slack removed, tension the straps. 4. The Strap Tension should be rechecked at frequent in- tervals until all pier settlement has stopped. CAUTION. DURING THE RELEVELING PROCESS, DO NOT JACK THE HOME AGAINST TIGHT STRAPS. SET-UP PROCEDURES (Continued) MANUFACTURED HOME TIE -DOWN INSTRUCTIONS (Continued) OPTIONAL OVER THE ROOF STRAP PROCEDURE If over -the -roof straps are provided (optional on all homes) the may be connected to ground anchors as specified in the following procedure in order to achieve additional stability in extreme winds. Note that the frame tie -down procedure on page 19 is still mandatory. STEP 1 STRAP BUCKLE NOT PROVIDED PULL TIGHT DOWN TO ANCF T. -"'8449991' Strap to frame tie -down procedure 4'30'98 Note: Beam attachment device may be run to top or FIG. 5-9bottom of I -Beam if device is approved in that manner. Materials not furnished with the home which will be nec- essary to properly connect the over -the -roof straps are: 1. Ground anchors capable of withstanding at least 4,750 pound pull when installed in the soil at the site. 2. Strap end connection devices (See Fig. 5-10). THE HOME MUST BE IN ITS FINAL LEVEL POSITION WITH FRAME TIES INSTALLED BEFORE CONNECTING THE OVER -THE -ROOF STRAPS. The procedure for over -the -roof strap installation is as follows: 1. Position and install the ground anchors so that the strap will be vertical after attachment to the anchor. The anchor may be installed slightly beneath the home to avoid in- terference with skirting (See Fig. 5-11). 2. Insert the minuteman connector yoke through the eye in the anchor and insert slotted bolt through the yoke. 3. Place end of strap through slotted bolt and remove slack by turning bolt. DO NOT TENSION UNTIL BOTH ENDS OF STRAP ARE CONNECTED. 4. Tension and lock minuteman connector in position; con- sult instructions furnished with connectors. 5. Check strap tension (See step 4 under frame tie -down procedure). 6. For double -wide homes see Fig. 5-12 for the splice con- nection at the centerline. I� MIN. —� MINUTEMAN STRAP DEVICE OR OPTIONAL UNDER -SKIN STEEL STRAP EQUIVALENT 10 (FACTORY INSTALLED) STRAPS TO BE APPROVED INSTALLED ANCHOR a. VERTICALLY FIG. 5-10 ANCHOR FIG. 5-11 ANCHOR 1. Insert end of the strap through the slot on the splice device, allowing 15 of strap to extend DOUBLEWIDE OPTIONAL through the device. OVER -THE -ROOF STRAPS 2. Make a 180 degree bend in the strap and slide a STEP 1 - strap seal over the double thickness of strap, posiZ-4 tioning the strap seal as close to the splice device as possible. Compress the strap seal on the strap STRAP SEAL 19 with a pair of vise grip pliers or hammer, or crimp strap seal with an A -B Chance crimping tool. (Make all bends in the strap as sharp as by © SPLICE DEVICE possible STEP 2 crimping with vise grip or larger pliers). 3. Bend strap back over the seal and insert back through the slot on the splice device. Flatten bend with vise grip pliers of hammer. 4. Repeat steps 1 through 3 with the mating strap. STEP 3 Draw the completed assembly down to the ridge 0 FIG. 5-12 beam by tensioning the strap in the ground anchor. 20 TABLE 5 STRAP ANGLE TABLE FOR STANDARD HEIGHT PIERS SINGLE-WIDES WIND ZONE I DOUBLE-WIDES - ANCHORS/STRAPS 12' O.C. ANCHORS/STRAPS 14' O.C. MIN STRAP ANGLE 8 Degrees, 10.5 Degrees for 32' Wides 8 Degrees, 12.5 Degrees for 32' Wides MAX. STRAP ANGLE 43 Degrees, 54.5 Degrees for 32' Wides 33 Degrees, 47 Degrees for 32' Wides DOUBLE-WIDES WITH 5/12 ROOF PITCH ANCHORS/STRAPS 8' O.C. NA ANGLE 5.4 Degrees, 3.4 Degrees for 32' Wides - ANGLE 42.5 Deqrees. 41.5 Deqrees for 32' Wides - app Il *MIN./MAX. PIER HEIGHTS FOR STANDARD HEIGHT PIERS ATE ,Q s SINGLE-WIDES WIND ZONE I )JAW.; c% WIND ZONE I ANCHORS/STRAPS 14' O.C. ANCHORS/STRAPS 12' O.CEl22 MIN STRAP ANGLE 18 DEGREES DEGREES MAX. STRAP ANGLE 47 DEGREES 37 DEGREES DOUBLE-WIDES - ANCHORS/STRAPS 12' O.C. ANCHORS/STRAPS 14' O.C. MIN STRAP ANGLE 8 Degrees, 10.5 Degrees for 32' Wides 8 Degrees, 12.5 Degrees for 32' Wides MAX. STRAP ANGLE 43 Degrees, 54.5 Degrees for 32' Wides 33 Degrees, 47 Degrees for 32' Wides DOUBLE-WIDES WITH 5/12 ROOF PITCH ANCHORS/STRAPS 8' O.C. NA ANGLE 5.4 Degrees, 3.4 Degrees for 32' Wides - ANGLE 42.5 Deqrees. 41.5 Deqrees for 32' Wides - app Il *MIN./MAX. PIER HEIGHTS FOR STANDARD HEIGHT PIERS ATE ,Q s SINGLE-WIDES WIND ZONE I )JAW.; c% ANCHORS/STRAPS 12' O.C. ANCHORS/STRAPS 14' O.C. 75.5 82 99.5 WIND ZONE I 20 ft WIDES H MIN in �qkDee �9M - EAM SPACING in ANCHORS/STRAPS 12' O.C. ANCHORS/STRAPS 14' O.C. 75.5 82 99.5 75.5 82 99.5 12 ft WIDES H MAX in H MIN in 12 36 14 48 16 60 - - 12 32 12 44 13 56 - - 12 23 12 35 12 47 12 58 13 25 17 34 19 42 - - 12 34 13 31 15 40 - - 12 16 12 25 12 33 - - H MAX in 14 ft WIDES H MIN in H MAX in 16 ft WIDES H MIN in H MAX in 18 ft WIDES H MIN in H MAX in DOUBLE-WIDES MAIN I -BEAM SPACING in ANCHORS/STRAPS 12' O.C. ANCHORS/STRAPS 14' O.C. 75.5 82 99.5 75.5 82 99.5 20 ft WIDES H MIN in 12 23 12 36 12 42 12 48 - - - - 12 32 12 39 12 45 - - - - 12 23 12 30 _ 12 35 12 56 12 14 12 22 12 25 12 29 - - - - 12 19 12 23 12 27 - - - - 12 14 12 18 12 21 12 43 H MAX in 24 ft WIDES H MIN in H MAX in 26 ft WIDES H MIN in H MAX in 28 ft WIDES H MIN in H MAX in 32 ft WIDES H MINin H MAX in For doublewides with 8' ceiling height and Wind Zone I, subtract 5" from max. pier height and 5 degrees from max strap angle. Not applicable to 5/12 root models. DOUBLE-WIDES WITH 5/12 ROOF PITCH MAIN I -BEAM SPACING in ANCHORS/STRAPS 8' O.C. NA 75.5 82 99.5 75.5 82 99.5 28 ft WIDES H MIN in - - 12 - - 27.5 - 12 - - 35.5 - - - - - - - - - - - - H MAX in 32 ft WIDES H MIN (in- H MAX in See Table 5 8 5A for spacing 6, typ. I -Beam A A Strep , Anchor ANCHOR TIE DOWN DETAIL FIG. 5-13 21 BucKle - See Fig. 5-9 1" min Main Frame Strap Angle - _.__ Anchor rated and installed per , Anchor manufacturer's instructions SECTION A -A - trap - 51 page 191 specs. H —4 o�y��rcoa e, 0000����418T .a J �CC a S At1r OF 0 gb eeOUR TABLE 5A STRAP ANGLE TABLE FOR HIGHER THAN STANDARD PIERS SINGLE-WIDES WIND ZONE 1 WIND ZONE I ANCHORS/STRAPS 8' O.C. ANCHORS/STRAPS 6' O.C. MIN STRAP ANGLE 18 DEGREES - MAX. STRAP ANGLE 63 DEGREES I - DOUBLE-WIDES ANCHORS/STRAPS 8' O.C. ANCHORS/STRAPS 6' O.C. MIN STRAP ANGLE 1 6 Degrees, 7 Degrees for 32' Wides 4 Degrees, 5.5 Degrees for 32' Wides AX. STRAP ANGLE 63 Degrees, 67 Degrees for 32' Wides 70 Degrees, 73 Degrees for 32' Wides ,;�VNJMAX. PIER HEIGHTS FOR HIGHER THAN STANDARD PIERS "o SINGLE-WIDES WIND ZONE I 0o WIND ZONE I MAIN I -BEAM SPACING in ANCHORS/STRAPS 8' O.C. ANCHORS/STRAPS 6' O.C. 75.5 82 99.5 75.5 82 99.5 12 ft WIDES H MIN in 12 12 12 66 59 42 14 13 12 72 72 64 18 17 14 72 72 72 - 18 - - 72 - - - - - - H MAX in 14 ft WIDES H MIN in - - - - - - H MAX in 16 ft WIDES H MIN in - - - - - - H MAX in 18 ft WIDES H MIN in- - - - H MAX in DOUBLE-WIDES MAIN I -BEAM SPACING in ANCHORS/STRAPS 8' O.C. ANCHORS/STRAPS 6' O.C. 75.5 82 99.5 75.5 82 99.5 20 ft WIDES H MIN in 12 42 12 67 12 72 12 72 - - - - 12 60 12 72 12 72 - - - - 12 43 12 55 12 65 12 72 12 60 12 72 12 72 12 72 - - - - 12 72 12 72 12 72 - - - - 12 60 12 72 12 72 12 72 H MAX in 24 ft WIDES H MIN in H MAX in 26 ft WIDES H MIN in H MAX in 28 ft WIDES H MIN in H MAX in 32 ft WIDES H MIN in H MAX in See Table 5 & 5A for spacing 6- typ. I� I -Beam A A Strap , Anchor ANCHOR TIE DOWN DETAIL FIG. 5-14 22 Buckle - See Fig. 5-9 Strap - See page 19 for specs. 1" min t Main Frame H Strap Angle ........... - - ....... �- Anchor rated and installed per , Anchor manufacturer's instructions SECTION A A STANDARD TIE DOWN DETAILS 'TABLE 6 '%all are I"' i �o N. &ST• of Fo a e ur u; Q AL.00 &. g0.9s x o F a W STRAP ANGLE � r SEE NOTE jl STRAP ANGLE ANCHOR TO BE RATED FOR 3684] OF WORKING STRESS, TOTAL FOR BOTH STRAPS. (INSTALLED PER ANCHOR MANUFACTURES INSTRUCTIONS SEE NOTE 3) SINGLE WIDE I i F � F -a F-- =R r-1 t'T1. DISTALL STRAP L ANCHORS 6'-B' ® ZONE II 5'-4' @ ZONE III : a 4'-0• @ ZONE R a M FOR SHED ROOF SINGLEWIDES SEE TABLE FOR ELEVATION k STRAP ANGLE LIMITATIONS SEE NOPE j1 rr � 1 � L -STRAP ANGLE STRAP ANGLE -j N ANCHOR TO BE RATED FOR 36841 OF WORKING STRESS, TOTAL FOR BOTH STRAPS. (INSTALLED PER ANCHOR MANUFACTURES INSTRUCTIONS SEE NOTE 3) DOUBLE WIDE USE 24' WIDE RESULTS FOR 12' HALF OF 22' WIDE DOUBLE WWDES. WIDTH WIND ZONE II MIN. a MAX. MIN. a MAX. ELEVATION DIAGONAL STRAP ANGLE WIND ZONE III MIN. a MAX. MDL a MAX. ELEVATION DIAGONAL STRAP ANGLE 12' 14' TO 25' 25' TO 40' 14' TO 26' 25' TO 41' 14' 12' TO 27' 20.5' TO 40' 12' TO 28' 20.5' TO 41' 11' SHED ROOF 15.2' TO 34.6' 41' TO 50' 25.2' TO 34.6' 41' TO 50' 14' SHED ROOF 23.4 TO 38.4 36' TO 50' 23.4 TO 38.4 36' TO 50' 16' 16' TO 36' 20.5' TO 40' 15.5' TO 38' 19.5' TO 41" 18' 20' TO 44' 20.5' TO 40' 19' TO 47' ' 19.5' TO 41' 10' OR 21' 12' TO 15" 34' TO 40' 12' TO 16' 34' TO 42' 24' 1 12' TO 2' 24.5' TO 40' 12' TO 23.5' 24.5' TO 42'. 28' 1 12' TO 3.5' 23' TO 40' 12' TO 25.5' 23' TO 42' 32' 1 11' TO 33' 16.6' TO 39.3' 12' TO 36' 16.6' TO 41.8' NOTES 1.) FOR STRAP MATERIAL SPECIFICATION, CONNECTION TO FRAME I -BEAM k OTHER SETUP INFORMATION, REFER TO SKYLINE INSTALLATION MANUAL 1.) FOR ANCHORING SYSTEMS, THE INSTRUCTIONS SHALL INDICATE : A) THE MINIMUM ANCHOR CAPACITY REWIRED ; B) ANCHORS SHOULD BE CERTIFIED BY PROFESSIONAL ENGINEER, ARCHITECT, OR A NATIONALLY RECOGNIZED TESTING LABORATORY AS TO THEIR RESISTANCE, BASED ON THE MAXIMUM ANGLE OF DIAGONAL TIE AID/OR VERTICAL PE LOADING AND ANGLE OF ANCHOR INSTALLATION, AND TYPE OF SOIL IN WHICH THE ANCHOR IS TO BE INSTALLED; C) GROUND ANCHORS SHOULD BE EMBEDDED BELOW THE FROST UNE AND BE AT LEAST 12 INCHES ABOVE THE WATER TABLE; D) GROUND ANCHORS SHOULD BE INSTALLED TO THEIR FULL DEPTH, AND STABILIZER PLATES SHOULD BE INSTALLED TO PROVIDE ADDED RESISTANCE TO OVERTURNING OR SUDING FORCES; E) ANCHORING EQUIPMENT SHOULD BE CERTIFIED BY A PROFESSIONAL ENGINEER OR ARCHITECT TO RESIST THESE SPECIFIED FORCES IN ACCORDANCE WITH TESTING PROCEDURES IN ASTM STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL AND SEALS. 3.) ANCHORS RATED ® 31501 OF WORKING STRESS TOTAL FOR BOTH STRAPS, MAY BE USED F STRAP k ANCHOR SPACING IS REDUCED 10 5'-8' 0 WIND ZONE II AND 4'-6' ® WIND ZONE IL STRAPS AND ANCHORS MAY BE INSTALLED 4'-0' O.C. ON SHED ROOF SI NGLEWIDES WITH ANCHORS RATED ® 3150J. 4.) THE A -B CHANCE STRAP SEAL DEVICE DEPICTED BY FIC. 5-12 MAY BE USED AS DIRECTED FOR ATTACHING THE REWIRED DOUBLEWIDE CENTERLINE STRAPS TO GROUND ANCHORS 5.) STANDARD TIEDOWN DETAILS ARE NOT APPLICABLE TO 5/12 ROOF PITCH DOUBLEWIDES 0 WIND ZONE II k II. SKYLINE CORP. 23 314 : - • V e W s`s�ONAL oo°e P�QoaooEe�Noo iD•�9$ ALT. TIE. DOWN DETAILS I TABLE 6A I W STRAP ANGLE PER TABLE aW >n � SEE NOTE /1 F a r �-7 r- 7 a ANCHOR TO BE RATED FOR 31501 OF WORKINC STRESS TOTAL FOR BOTH STRAPS. (INSTALLED PER ANCHOR MANUFACTURERS INSTRUCTIONS) SINGLE WIDE STRAP ANGLE PER TABLE SEE NOTE 11 Ft 9 —9 I F— F— 4 T1-�y 1 ANCHOR TO BE RATED FOR 31501 OF WORKING STRESS TOTAL FOR BOTH STRAPS./ (INSTALLED PER ANCHOR MANUFACTURERS INSTRUCTIONS) DOUBLE WIDE -- WIND ZONE 11 WIND ZONE IB WIDTH MDI. i MAX UK A MAX. STRAP MIN. A MAX. MUL i MAX. g1RAP ELEVATION DIAGONAL STRAP ANGLE SPACING ELEVATION DIAGONAL STRAP ANGLE SPACING 12'12' TO 32' 6' TO 16' 6' O.C. 12' TO 26' 6' TO 13' 5' O.C. 33 TO 50 17' TO 24' S -6 O.C. 2 TO 50 13' TO 24' 4 -6-0. C. 14, 16 k 18 12 TO 50 5' TO 21' 6' O.C. 12 TO 50 5' TO 21' 4'-10" O.C. 20 THROUGH 28 12 TO 50 6-4 O.C. 1 11 TO 50 5-2 O.C. 32 12 TO 50 5' TO 19.T 6'-10'0.C.1 12 TO 50 5' TO 19.T 5-6 D.C.- NOTES : 1.) FOR STRAP MATERIAL SPECIFICATION, CONNECTION TO FRAME I -BEAM k OTHER SETUP INFORMATION, REFER TO SKYLINE INSTALLATION MANUAL. 2.) FOR ANCHORING SYSTEMS, THE INSTRUCTIONS SHALL INDICATE : A) THE MINIMUM ANCHOR CAPACITY REQUIRED ; B) ANCHORS SHOULD BE CERTIFIED BY PROFESSIONAL ENGINEER, ARCHITECT, OR A NATIONALLY RECOGNIZED TESTING LABORATORY AS TO THEIR RESISTANCE, BASED ON THE MAIOMUM ANGLE OF DIAGONAL TIE AND/OR VERTICAL TIE LOADING AND ANGLE OF ANCHOR INSTALLATION, AND TYPE OF SOIL IN WHICH THE ANCHOR IS TO BE INSTALLED; C) GROUND ANCHORS SHOULD BE EMBEDDED BELOW THE FROST LINE AND BE AT LEAST 12 INCHES ABOVE THE WATER TABLE; D) GROUND ANCHORS SHOULD BE INSTALLED TO THEIR FULL DEPTH, AND STABILIZER PLATES SHOULD BE INSTALLED TO PROVIDE ADDED RESISTANCE TO OVERTURNING OR SLIDING FORCES; E) ANCHORING EQUIPMENT SHOULD BE CERTIFIED BY A PROFESSIONAL ENGINEER OR ARCHITECT -TO RESIST THESE SPECIFIED FORCES IN ACCORDANCE WITH TESTING PROCEDURES IN ASTM STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL AND SEALS. 3.) THE A -B CHANCE STRAP SEAL DEVICE DEPICTED BY FIC. 5-12 MAY BE USED AS DIRECTED FOR ATTACHING THE REQUIRED DOUBLEWIDE CENTERLINE STRAPS TO GROUND ANCHORS. 4.) ALT. TIEDOWNS AS SHOWN ON THIS PAGE ARE NOT APPLICABLE TO SHED ROOF SINGLEWIDES OR 5/12 ROOF PITCH DOUBLE WIDE UNITS. SKYLINE CORP. 24 v TIE DOWN DETAILS FOR 5/12 -ROOF PITCH DOUBLE WIDES AT WIND ZONE II & III TABLE 6B Sidewall optional Strap straps are location factory A2 installed. z Ground anchor (typical). Standard Strap Al NOTES: 1) Straps and anchors to be rated for 3150 lbs. of working stress (min.). 2) Use H1 and Al for standard strap location. Use H2 and A2 for optional strap location. '3) See page 19 for strap material specification, connection to I -Beam and other setup information. 4) The A -B chance strap seal device depicted by Fig. 5-12 may be used as directed for attaching the required doublewide centerline straps to ground anchors. 25 .ti Straps and Anchors to be spaced 6'-0" o.c. max. @ Zone II 5'-4" o.c. max. @ Zone M. .1►°*�p'EY T. X" 1iv 1V v A OF S '• IAN • °�� ►e YONAL°°°°°+ °e�eeeeeege0 WIND ZONE It (100 mph) Unit Width H max. H min. Angle max. Angle min. 24' 48" 12" 23.2 degrees 6.12 degrees 26' 48" 12" 20.3 degrees 6.12 d rees 28' 48" 12" 20.3 degrees 5.28 degrees 32' 48" 12" 18.96 degrees 4.91 degrees NOTES: 1) Straps and anchors to be rated for 3150 lbs. of working stress (min.). 2) Use H1 and Al for standard strap location. Use H2 and A2 for optional strap location. '3) See page 19 for strap material specification, connection to I -Beam and other setup information. 4) The A -B chance strap seal device depicted by Fig. 5-12 may be used as directed for attaching the required doublewide centerline straps to ground anchors. 25 .ti Straps and Anchors to be spaced 6'-0" o.c. max. @ Zone II 5'-4" o.c. max. @ Zone M. .1►°*�p'EY T. X" 1iv 1V v A OF S '• IAN • °�� ►e YONAL°°°°°+ °e�eeeeeege0 WIND ZONE N (I 10 mph) Unit Width H max. H min. Angle max. Angle min. 24' 30" 12" 15.0 degrees 6.12 degrees 26' 30" 12" 13.85 d rees . 6.12 degrees 28' 32" 12" 13.85 degrees 5.28 degrees 32' 32" 12" 12.9 degrees 4.91 degrees NOTES: 1) Straps and anchors to be rated for 3150 lbs. of working stress (min.). 2) Use H1 and Al for standard strap location. Use H2 and A2 for optional strap location. '3) See page 19 for strap material specification, connection to I -Beam and other setup information. 4) The A -B chance strap seal device depicted by Fig. 5-12 may be used as directed for attaching the required doublewide centerline straps to ground anchors. 25 .ti Straps and Anchors to be spaced 6'-0" o.c. max. @ Zone II 5'-4" o.c. max. @ Zone M. .1►°*�p'EY T. X" 1iv 1V v A OF S '• IAN • °�� ►e YONAL°°°°°+ °e�eeeeeege0 11 Iw TAG UNIT — - TYPICAL DOUBLEWIDE W/TAG GROW ANCHOR LONGITUDINAL TEDORNS VAX HORIZONTAL ANGLE (SEE TOE) I -BEAM FRONT OR REAR CROSS LEWBER TOP VIEW END OF HOME — ` OR ft� IQI_ \ FRONT LONGITUDINAL -� L _ T J CROSS MEMBER GROUND MOMMEj WGLE L I rGROUND LEVEL 11 ---------- _/_--------- TYPICAL SINGLEWIDE --�---------- TYPICAL DOUBLEWIDE TYPICAL TRIPLEWIDE 4 MAIN -1 -BEAM \ SHOULDER -TYPE EYE BOLT, NUT & WASHER NOT PROVIDED 01 STRAP ,OS07SSNY0 e•°4t�P�'� 7` � m m CABLE -FRAME TIEDOWN CONNECTION Y4RRCAL ANGLEIS MEASURED FROM STRAP TO LEVEL HORIZONTAL PLANE 0 ANCHOR. SIDE VIEW FILE MH 9321 2 TE -DOWN STRAPS 0 FRONT S REAR OF EACH FLOOR. MIND ZONE Y S-4 NOMINAL INT WIDTH (LaU LL 48 PAGE 25 SINGLEWDEs I DOUBLEWDES I DOUBLIEWDES w/s/it aoaF PITCH ANGLES iDEGREESI 1 12'-1 W 1 16'-1 18' 1 24'-1 26r1 28 32 24'-1 16r1 2&' 1 32' TRIPLEWDES TAG INTS 2 TE -DOWN STRAPS 0 FRONT & REAR OF EACH FLOOR. WRQ ZONE IU NOMINAL INT WIDTH (Lad SNGIFWDES II DOUBIEWDE3DounrYIDES W/S/12 ROOF PITCH ANGLES cDEGREESI 1 12' 14x1 16r1 18 24'-1 26'T '28 32 14'--1 16 1 28 1 32' 1 TRIPLEwDES TAG INTS 4 TIE -DOWN STRAPS @ FRONT 5 REAR OF EACH FLOOR. WIND ZONE U NOMINAL WT WIDTH (Lad BDIGLEWDES WD DOUBLEES DOIDLEMRDES W/5/12 ROOF PITCH ANGLES (OEGREESI 12' 14x1 16' 18' 14' 16 28 32 24'-1 26'—�' 31' TRYNEWDEB TAG INTS 4 TIE -DOWN STRAPS @ FRONT 6 REAR OF EACH FLOOR. WIND ZONE N NOWIM U IT VADTH HNU SWGLEw10ES DOUBLEWIDES I DOIBLEWIDES W/5/12 ROOF PITCH TABLE 6D LONGITUDINAL TIEDOWNS ARE IN ADDITION TO DIAGONAL TIEDOWNS ALONG THE MAIN RAILS. GROUND ANCHORS, STAPS k CABLES (INCLUDING EYEBOLT, NUT, ETC.) SHALL BE CAPABLE OF RESISTING AN ULTIMATE LOAD OF 4725 lbs. (3150 lbs. DESIGN) MIN. INSTALL GROUND ANCHOR IN ACCORDANCE 1MTH GROUND ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS. SEE NOTE 2 PAGE 23. ANCHORAGE SYSTEM SUBJECT TO LOCAL INSPECTION AT THE TIME OF INSTALLATION. 4.) OTHER METHODS APPROVED BY LOCAL BUILDING AUTHORITIES MAY BE USED. LONGITUDINAL TIEDOMMS ARE NOT REOUIRED AT WIND ZONE I. 6.) IF A DOUBLEWIDE UNIT HAS A ROOF PITCH EXCEEDING 3/12 (i.e. 4/12) THEN USE 5/12 ROOF PITCH REOUIREMENTS. 26 SETUP PROCEDURES (Continued) ALTERNATE LONGITUDINAL TIE -DOWN DETAILS sidewall perimeter joist ___ TYPICAL DOUBLEWIDE W/PERPENDICULAR TAG INSTALLATION 2 additional straps are required at each end of triplewide units at Wind Zone III. (8 straps total) TYPICAL TRIPLEWIDE INSTALLATION TABLE W Max. Strap angle - See table below. 0.06" x Tmin. Galvanized steel strap w/1- 3/8`0/4" slot. Strap is bent at a angle pec table below. Hurricane Strap - See note 1. I<']IIIIII Outrigger or x - member at front or rear. ------------ Ground Anchor Ground level 5th strap required on some doublewide applications. See note 3 below. Optional Longitudinal Tie - Down (typical). Roof Peak TYPICAL DOUBLEWIDE INSTALLATION TYPICAL SINGLEWIDE INSTALLATION NOTES: 1) Longitudinal tie -down connectors are optional. Home may be longitudinally tied -down per standard details on previous page. 2) See page 19 for hurricane strap and ground anchor requirements. Hurricane strap and ground anchors to be rated for 3150 lbs. working load minimum. 3) 5th strap required for 32' wides at Wind Zone III, 32' wides with 5/12 roof pitch at Wind Zones 11, and 26'& 28' wides with 5/12 roof pitch at Wind Zone III.. 5th strap is optional for 32' wides at Wind Zone II, 26'& 28' wider at Wind Zone III, 28' wides with 5/12 roof pitch at Wind Zone II and 24' wides with 5/12 roof pitch at Wind Zone III. 4) If a doublewide unit has a roof pitch exceeding 3/12 (i.e. - 4/12) then use 5/12 roof pitch requirements. " Strap angle may be 42 degrees for 32' wides at Wind Zone II, with opt. 5th strap. Strap angle may be 43 degrees for 26' wides at Wind Zone III, with opt. 5th strap. Strap angle may be 39 degrees for 28' wides at Wind Zone III, with opt. 5th strap. Strap angle may be 44 degrees for 28' wides with 5/12 roof pitch at Wind Zone ll, with opt. 5th strap. Strap angle may be 42 degrees for 24' wides with 5/12 roof pitch at Wind Zone III, with opt. 5th strap. 27 Max. Strap Angle (degrees Unit Wind Wind Width Zone 11 Zone 111 12' wide 48 37 14' wide 39 20 16' wide 26 NA 18' wide NA NA 2 24' wide 45 32 26' wide 41, 25• 28' wide 36 13' 32' wide 22• 27 S 24' wide 39 21 • 26' wide 33 36 N a 28' wide 26• 30 Ul 32' wide 33 - NA Tri lewide 30 39 Tag Unit 45 32 Max. Strap angle - See table below. 0.06" x Tmin. Galvanized steel strap w/1- 3/8`0/4" slot. Strap is bent at a angle pec table below. Hurricane Strap - See note 1. I<']IIIIII Outrigger or x - member at front or rear. ------------ Ground Anchor Ground level 5th strap required on some doublewide applications. See note 3 below. Optional Longitudinal Tie - Down (typical). Roof Peak TYPICAL DOUBLEWIDE INSTALLATION TYPICAL SINGLEWIDE INSTALLATION NOTES: 1) Longitudinal tie -down connectors are optional. Home may be longitudinally tied -down per standard details on previous page. 2) See page 19 for hurricane strap and ground anchor requirements. Hurricane strap and ground anchors to be rated for 3150 lbs. working load minimum. 3) 5th strap required for 32' wides at Wind Zone III, 32' wides with 5/12 roof pitch at Wind Zones 11, and 26'& 28' wides with 5/12 roof pitch at Wind Zone III.. 5th strap is optional for 32' wides at Wind Zone II, 26'& 28' wider at Wind Zone III, 28' wides with 5/12 roof pitch at Wind Zone II and 24' wides with 5/12 roof pitch at Wind Zone III. 4) If a doublewide unit has a roof pitch exceeding 3/12 (i.e. - 4/12) then use 5/12 roof pitch requirements. " Strap angle may be 42 degrees for 32' wides at Wind Zone II, with opt. 5th strap. Strap angle may be 43 degrees for 26' wides at Wind Zone III, with opt. 5th strap. Strap angle may be 39 degrees for 28' wides at Wind Zone III, with opt. 5th strap. Strap angle may be 44 degrees for 28' wides with 5/12 roof pitch at Wind Zone ll, with opt. 5th strap. Strap angle may be 42 degrees for 24' wides with 5/12 roof pitch at Wind Zone III, with opt. 5th strap. 27 SET-UP PROCEDURES (Continued) E DOWN STRAP INSTALLATION EXAMPLE To properly install ground lanchors and tie -down straps for a home, certain criteria must be established. This criteria is as follows: 1. Width of the home. 2. Main I-beam spacing of the home. 3. Wind Zone area where home is to be placed. 4. Distance from bottom of I -Beam to ground. 5. Torque reading of the soil. I 6. Nominal Roof pitch of unit (for doublewides). For this example assume the home being installed is a 14 foot wide (singlewide) by 66 feet long. The home is being installed in Wind Zone I, and thIe main I-beam spacing has been established at 99-1/2 inches. The home has a 12 inch tall I -Beam, and the clearance from the I-beam to the ground is measured at 20 inches. To determine the distance (H) from the ground to the underside of the floor add the I-beam depth (12") to the clearance between I-beam and the ground (20"). Therefore H = 12" + 20" = X32". From Table 5 on page 21 (Wind Zone 1) determine the maximum allowable strap spacing. Enter table at left hand side for 14' wides, and check the maximum pier height (H) for 99.5" I-beam spacing. H max' = 35" with straps/anchors Spaced at 12' o.c. maximum. Therefore, tie -down strap 28 spacing should not exceed 12 foot on center. If the home were placed in a Wind Zone II or III area, the tables on pages 23 or 24 would be used. Next, determine the correct soil anchors to be used. An anchor soil test probe is required to test the soil Where the example home is to be set. The soil test probe looks like a long drill bit with a fitting at the top which accepts a torque wrench. The torque required to turn the probe, when the probe reaches the desired anchor depth is measured. The anchor manufacturer provides a chart relating the measured torque value to the type of anchor required to provide the desired holding force. AN INCORRECTLY SELECTED ANCHOR WILL NOT PROVIDE THE REQUIRED LOAD RESISTANCE. For this example, assume a torque of 300 inch -pounds was measured at a probe depth of 4 feet. A class 4 soil is indicated from the anchor manufacturer data. The correct anchor would be identified and rated for a class 4 soil. Soil anchors must be installed as directed by the anchor manufacturer. If the direction of the pull is not in line with the shaft of the anchor, a concrete cylinder collar or a ground anchor stabilizer plate is required. The anchor manufacturer installation instructions should describe the correct anchor placement with regard to direction, water table level and frost line location. SET-UP PROCEDURES (Continued) DOUBLE -WIDE EXTERIOR CLOSURE HARDBOARD SIDING: Fasten the precut strip of masonite with 8dgalvanized nails (head should be painted to match the siding) 4" o.c. around the perimeter and 8" o.c. on the intermediate studs. Apply trim and caulking at the centerline, horizontal joints, and around windows (if required) as illustrated by the details in Figure 5-18. (In cases where the masonite has to be cut to fit in the field, the ripped edges should be strained to match the siding with acrylic latex stain.) FIGURE 'A' VERTICAL MASONITE APPLICATION FIGURE 'B' DOUBLE WIDE MASONITE NOTE: CLOSE -OFF APPLICATION USE 80 BOX NAILS W MIND 0 � UNIT 'h6" DIA. HEADS @ OG. r6 • \C, 4" O.C. AROUND PERIMETER AND 8'• O.C. AT INTERMEDIATE i I8" I BUTYL CAULKING— STUDS. I 4 TYP @ JOINT 1 MASONITE 14:%" SIDING •, 4 '.. '4" MASONITE �� 1 CLOSE -OFF FIELD INSTALLED 8° GALVANIZED TYP. 1,/e I W/8° GALVANIZED BOX NAILS BOX NAILS 4" O.0 PERIMETER ' T R 8" O.C. JOIST .11 STAIN EDGES TO ' STAIN BOTTOM UNIT EDGE MATCH MA$ONITE (SEE NOTE #11 FIGURE 'C' FIGURE 'D' VERTICAL JOINT HORIZONTAL JOINT MASONITE SIDING CAULK JOINT Wi FLASHING BUTYL CAULKING MASONITE 3%" STRIP (RIPFROM SIDING SHEETS) MASONITE J MASONITE SIDING SIDING USE 8° GALVANIZED STAIN EDGES BOX NAILS 4" O.C. USE 80 GALVANIZED TO MATCH BOX NAILS 4" O.C. W/MIN',i6•• DIA. HEADS MASONITE SIDING —/ (MAY BE LAP SIDING) FIGURE 'E' TYPICAL WINDOW TRIM APPLICATION STAIN EDGES (SEE NOTE #1) CAULK WITH BUTYL CAULKING 8 8 TO MATCH TRIM !T P NOTES: - - 1. ALL RIPPED EDGES 8 TYP. TO BE STAINED WITH MATCHING . BUTYL ACRYLIC LATEX STAIN FROM SIDING MFG. 8"t_ CAULKING TO,MATCH TYP. TRIM (FILL RABBETTED AREA) - USE 80 GALVANIZED BOX NAILS WiMIN '+1'6'• DIA. HEADS Fig. 5-18 29 SETUP PROCEDURES (Continued) DOUBLE -WIDE EXTERIOR CLOSURE VINYL LAP SIDING Apply a 2" wide strip of duct tape at the marriage joint of the endwalls for the entire height of the walls. Apply the duct tape directly over the sheathing. The siding panels should1be attached using galvanized steel or aluminum 16 ga. 1/2' by 1" staples. (6d galvanized nails may also be used). Staples should be driven so that there is a 1/32" clearance between the siding and staple crown to allow some lateral `movement. Fasten every 16" at the stud location. See Figure 5-19 Detail A for proper fastening. Snap the bottom course of siding into the starter strip and fasten to the wall. Leavela 1/4" space at corner posts and `S channels around window and door openings to allow for expansion. Do not fasten within 4" of an accessory. Ver- tical butt joints in panels should overlap 1 ". Do not fasten the panel within 4" of the joint. Install vinyl, aluminum, felt or other suitable material for flashing at bottom corners of doors and windows per Detaill E. Apply caulk around siding and light blocks, water faucets, or other small penetrations. Install successive courses similarly to the first. Butt joints in adjacent courses should be offset by at least 24". Joints in alternate courses should be aligned vertically (see Figure 5-19 Detail B). Panels will have to be cut at headers and sills. A single panel should extend without joints across the width of the opening. When cutting a panel at a sill, measure the dis- tance between the bottom of the opening and the top lock of the lower course, then deduct 11/4" (See Fig. 5-19 Detail C). Slide the cut panel into the under sill trim and install. Note that the undersill trim piece may have to be furred to main- tain the proper pitch of the siding. Measure and cut the head6r panel in the same manner as indicated above. The top sections at the gable will need to be angle cut. Use two scrap pieces of siding to make a pattern (See Fig. 5-19 Detail D). Interlock one 1piece with the siding panel below. Hold the other piece on top against the gable. Mark a line on the bottom piece and cut. Use this piece as a pattern for cutting gable pieces. Install the gable pieces by inter- locking with the lower course, Isliding into the gable IS rail and fastening. Ar C1b AnClr,M \I 7 tau . DETAIL A DETAIL B FIG. 5-19 I DETAIL C MARK ANGLE 2 SCRAP FOR Cut i PIECES OF SIDING PATTERN FOR ANGLE DETAIL D J -TRIM �� c DIVeRT62 i -TRIM --�/ ALL. PUKFOSC -TRIM \2 i i DETAIL E SETUP PROCEDURES (Continued) SHINGLE ROOF CLOSURE INSTALLATION OF SHINGLED ROOF: 1. Fold back underlayment paper. 2. Remove the 12 inch wide sheathing at the ridge beam of each half which was temporarily secured to the roof at the factory. 3. Bolt the ridge beam together as outlined on page 18. For models with heat ducts in the roof cavity make the inter- connection of two units by running the provided flexible duct through the access hole in the ridge beam. After the mechanical connection is made, tape the joint with 2 inch wide duct tape. 4. See Fig. 5-21. Reinstall the 3/8" x 12" wide sheathing using 16 gauge x 7/16" x 1-1/2" staples or 8d twist nails 4 inches on center at butt joints and 3 fasteners (4" o.c. on 5/12 roof pitch units at Wind Zone II & III) at each truss between joints. 5. If home is to be set in a Wind Zone II or III area, then apply a 6" wide strip of asphalt cement to the roof decking on both halves of home, directly adjacent to the roof peak. 6.Tack roof underlayment paper back in place. 7. Staple additional underlayment strip down, centered at ridge. ' 8. Fasten drip cap to sheathing at roof -edge -(above felt).---- - 9. Complete installation of shingles (See Fig. 5-22). 10. Cut shingles for ridge cap and install as shown in Figures 5-24 and 5-25. NOTE: TO PREVENT WIND LIFTING AND POSSIBLE LEAKAGE, THE RIDGE CAP SHINGLES SHOULD BE ORIENTED WITH RESPECT TO PREVAILING WINDS AS INDICATED IN FIG. 5-25. 11. Install closure cap at eave joint (See Fig. 5-26). 12. See supplement for ridge vent if applicable. Fig. 5-21 31 IF THE ROOFING IN THE AREA OF THE FROM RAKE HAS BEEN COVERED TO PROTECT FROM WINO OHMAGE DURING IRANSIT.THE PROTECTIVE COVERING AND FASTENERS ARE TO BE CAREFULLY REMOVED. SEAL THE FASIENER HOLES WITH ASPHALT ROOFING CEMENT. Fig. 5-22 ,L FIELD INSTALLED SHEATHING UNDERLAYMENT PAPER /B. Q COURSESRIDGE SHINGLES ?v s sbiy //iAGCp(e SITE INSTALLED ' SHINGLES UNDERLAYMENT STRIP f FIELD INSTALL UNDERLAYMENT 30` SHINGLE PAPER �� \`� FIELD INSTALL FOLDED BACK FOR 38' SHINGLE y�y BEAM BOLTING --\_v SHEATHING 5 `� FIELD INSTALL - DRIP CAP SEE FIG. 16 FOR FASTENING REQUIREMENT Fig. 5-21 31 IF THE ROOFING IN THE AREA OF THE FROM RAKE HAS BEEN COVERED TO PROTECT FROM WINO OHMAGE DURING IRANSIT.THE PROTECTIVE COVERING AND FASTENERS ARE TO BE CAREFULLY REMOVED. SEAL THE FASIENER HOLES WITH ASPHALT ROOFING CEMENT. Fig. 5-22 SETUP PROCEDURES (Continued) DOUBLE -WIDE SHINGLED ROOF FASTENERS: USE I° -CROWN X I"LEG IG GA GALVANIZED STAPLES OR 1k4" 12 IGA. GALVANIZED ROOFING NAILS WITH %' DIAMETER HEADS x x x x 12" WIND ZONE I 1 x X X x x x 12n WIND ZONES I= NAIL I1. FROM !EACH END 55/BABOVE EXPOSED BUTT 8 %ABOVE EACH CUT OUT FIG. 5-23 NAIL OR STAPLE RIDGE SHINGLES AS INDICATED. SEE FIG. 16 FOR FASTENER SIZES 5" EXPOSURE RIDGE LINE FIG. 32 CUT SHINGLE INTO 3 PIECES AS SHOWN BY DOTTED LINE FIG. 5-24 SETUP PROCEDURES (Continued) UTILITY INTERCONNECTION ELECTRICAL INTERCONNECTIONS OF DOUBLE-WIDES Bonding - Chassis halves floor joist construction are to be boned together with the provided bonding wire and lugs (See Page 43). Electrical Crossover NOTE: ALL ON-SITE ELECTRICAL WORK MUST BE PERFORMED BY (QUALIFIED PERSONNEL. BEFORE CONNECTING ELECTRICAL CROSSOVER ASSURE THAT POWER HAS NOT YET BEEN CONNECTED. Endwall Crossover The procedure for this interconnection is as follows: 1. Feed wires from side B through metallic wire protectors into junction box or Sub -Panel in side A (See Fig. 5- 27). 2. Staple wires within 8 inches of junction box or Sub Panel to side of stud at centerline of stud. 3. Remove cover from junction box inside home; cut wires to length allowing a minimum of 4 inches of free wire extending from box. 4. Strip approximately 1 inch of wire and connect like cir- cuit numbers (white to white, black to black, ground to ground, red to red on multi -circuits and 240V circuits with the provided wire nuts. 5. Push wires into box and replace cover. NOTE: SOME MODELS MAY HAVE ELECTRICAL CROSSOVERS AT FRONT AND REAR. 1LUL wall Side A ti SiEndwall ACCESS TO JUNCTION I Sidde B B Si /BOX -INSIDE HOME — _TwFACTORY INSTALLED ___ WIRE PROTECTORS FIG. 5-27 na curvuui i a wrvuw i v (MATERIALS PROVIDED) FIG. 5-28 Below Floor Crossover The correct procedure is as follows: 1. Remove the pull box covers and install the provided con- duit and conductors between the boxes (See Fig. 5-28). 2. Using the provided wire connectors, connect like circuit numbers (white to white, black to black, ground to ground, red to red on multi -circuits and 240V circuits). 3. Push wires into boxes and replace covers. In Floor Crossovers In Floor Pull Box. The correct procedure is as follows: 1. Remove plywood access cover to pull box and cut bot- tom board on opposite half for access to wires (See Fig. 5-28A). 2. Feed wires through hole or notch in joists into junction box. 3. Attach wires as described in steps 3 and 4 for endwall crossover. 4. Replace access cover and tape bottom with provided tape. In Floor Cable Splice The correct procedure is as follows: 1. Remove bottom board access covers (See Fig. 5-286). 2. Feed cable through hole or notch in joists. 3. Connect cable splice together. Pull Box HOle or notch J:::::injoists Plywood access cover FIG. 5-28A Cable Splice Hole or no in joists FIG. 5-28B Below Floor Crossover The correct procedure is as follows: 1. Remove the pull box covers and install the provided con- duit and conductors between the boxes (See Fig. 5-28). 2. Using the provided wire connectors, connect like circuit numbers (white to white, black to black, ground to ground, red to red on multi -circuits and 240V circuits). 3. Push wires into boxes and replace covers. In Floor Crossovers In Floor Pull Box. The correct procedure is as follows: 1. Remove plywood access cover to pull box and cut bot- tom board on opposite half for access to wires (See Fig. 5-28A). 2. Feed wires through hole or notch in joists into junction box. 3. Attach wires as described in steps 3 and 4 for endwall crossover. 4. Replace access cover and tape bottom with provided tape. In Floor Cable Splice The correct procedure is as follows: 1. Remove bottom board access covers (See Fig. 5-286). 2. Feed cable through hole or notch in joists. 3. Connect cable splice together. SET-UP PROCEDURES (Continued) 4. Replace access covers with provided bottom board tape. Note: If unit has multiple cable splices the circuits will be identified by the attached code markers. Endwall 20 Amp Non - studs Metallic cable Uerlor splice - Type access panel NMJ@or on both cable splice halves. manufactured Fasten with by Molex -etc wood spews (part no. to wall studs. 19045). Factory installed wire During transit free ends of protectors over notches In studs cable are coiled and secured Marriage Line for in the wall cavity. Double wide FIG. 5-28C INSULATION RIM JOIST FLEXIBLE DUCT FLOOR DECKING ------------- - A / c cc��: --J i �t ` v PLYWOODREINFO BOTTOM BOARD RCING / / r / r r i / L rLL�/ :PLATE (fYP. EACH SIDE) STRAP SPLICING COLLAR OPTIONAL CROSSOVER DUCTS FOR STANDARD FRAME FLEXIBLE DUCT RIM JOIST SPLICING COLLAR FLOOR DECKING tr LSL OR LVL BEAM s/ INTEGRAL FLOOR FRAME STEEL I -BEAM WPERIMETER BOTTOM BOARD FRAME 1 r ACCESS AREA (TYR) OPTIONAL CROSSOVER DUCTSFORINTEGRAL FLOOR/FRAME OR PERIMETER FRAME. FIG. 5-29A ENDWALL CABLE SPLICE The correct procedure is as follows: 1. Remove access panels on exterior side of endwall (see Fig. 5-28C). 2. Uncoil wire located inside endwall. 3. Connect cable splice halves together. 4. Reinstall access panels. Note: If unit has multiple cable splices the circuits will be identified by the attached code markers. Heating Crossover There are two basic hookup procedures for all designs. The first procedure is the standard design and is a single 12" diameter flexible duct. The second procedure is an op- tional design that includes a varying number of 5" or 6" cross- over ducts that are installed in the floor. The method of installation for the standard design is as follows: 1. Connect each end of the provided insulated 12" diam- eter flexible duct to the metal duct connector on each half of the home by sliding duct over metal tabs on duct connector. 2. After mechanical connections are made, tape each con- nection with 2 -inch wide duct tape to ensure an air -tight seal. 3. Permanently secure the crossover duct with straps as shown in Fig. 5-29. Do not allow duct to rest on the ground. Maintain at least a 4 -inch clearance between duct and the ground. The method of installation for the optional design with standard frame is as follows: 1. Remove access panels at crossover ducts. The access panels are located below the floor. 2. Cross cut bottom board at 8" holes in reinforcing plates. 3. Extend the flexible ducts from each half through the access holes. See Fig. 5-29A. 4. Connect the flexible ducts together per the provided manu- facturer instructions using the splicing collar provided. 5. Install a strap around duct and attach to the rim joists. 6. Tape bottom board closed with provided tape. The method of installation for the optional design with Integral floor/frame or Perimeter frame is as follows: 1. Locate crossover locations as indicated by spray -paint on rim joists and bottom board. 2. Cut out bottom board at rim joists for crossover connec- tions. 3. Cut the bottom board below floor for access to flexible ducts. See Fig. 5-29A. 4. Extend the flexible ducts through the cutouts in the rim joist from the half with the furnace to the other half. 5. Connect the flexible ducts together per the provided manu- facturer instructions using the splicing collar provided. 6. Push the floor insulation against rim joist and tape bot- tom board closed with provided tape. SETUP PROCEDURES (Continued) DOUBLE -WIDE UTILITY INTERCONNECTION DUCT NOTE: Some models may require that an axle or axles be removed to connect the crossover duct or connect the home air distribution system to the heating - cooling appliance. Gasline Crossover SUPPORT i STRAPS (TYP.) CROSSOVER DUCT FIG. 5-29 Applicable only to models with gas appliances on both halves. The listed flexible connector supplied with the home must be used to make the connection. This connection will be located beneath the home. NOTE: DO NOT USE TOOLS TO CONNECT OR REMOVE FLEXIBLE CONNECTOR QUICK DISCONNECT. 1. Remove protective caps from the connector. 2. Connect the quick disconnect fitting. 3. Test for leaks with soapy water. Waterline Cross Connect Applicable only to models with plumbing on both halves (Fig. 5-30 & 5-31). 1. Remove the shipping caps from water lines and install provided connector. 2. Check for leaks. 3. In areas where exposed, piping is subject to freezing. Protect exposed piping with heat tapes listed for use on manufactured homes, and insulation. It is recommend- ed that only U.L. listed heat tapes be used and installed in accordance with their listing. CROSSOVERALT. WATER LINE BRASS �a �unumF 'nnnr.�i • • If' iuummF 'nnnr.�� BRASS ,. INSUTION NOTE WRAP WATERAE CONNECTOR AND ACCESS COVERS ". TION IN FREEZINC CONNECDON AND CLftkATES. OF WATER LINES FIG. 5-30 35 DUCT NOTES: 5 STRAPS AS SHOWN TO FLOOR JOISTS. MINIMUM CLEARANCE TO GROUND TO BE 4". . Drainage Line Cross Connect Applicable only to models with plumbing on both halves. The connection may be made with field assembly of fac- tory supplied parts (Refer to drainage of 2 bath models, page 40), or when the below floor plumbing is factory in- stalled, a flexible coupler is used as follows: Use only the approved flexible coupler provided (1'/2 inch, 2 inch or 3 inch, as required). See Fig. 5-32. 1. Slip the flexible coupler over one end of the drainage line. 2. Align the pipes and center the coupler over the joint. 3. Tighten the clamps and check for leakage. FIG. 5-31 ¢I� FLOOR I 7 MAKE WATER CROSSOVER WITH CONNECTORS PROVIDED WITH THE HOME DRAINAGE PIPE APPROVED FLEXIBLE COUPLER FIG. 5-32 SETUP PROCEDURES (Continued) INSTALLATION OF EXTERIOR LIGHT FIXTURES ELECTRICAL CONNECTIONS SHOULD BE MADE ONLY BY QUALIFIED PERSONNEL. MAKE SURE POWER IS OFF BEFORE INSTALLING LIGHT. The correct procedure is as follows: 1. Install threaded tube in the strap secured to the fixture outlet box as shown in Fig. 5-33. 2. Apply caulking around base of light fixture to insure a water tight seal to side wall. (NOTE: On units with ma- sonite siding, make certain the flashing ring is installed around outlet box.) 3. Connect wires, black to black, white to white, and ground to ground, using wire nuts. 4. Push wires into box and secure fixture in position using the nut provided on the threaded tube. Install the bulb. FACTORY INSTALLED LIGHT BOX, THREADED ROD NOTE, SOME LIGHTS WILL USE TWO BOLTS WHICH THREAD INTO THE MOUNTING STRAP IN LIEU OF THE THREADED ROD ILLUSTRATED FIG. 5-33 VENTILATION OF SKIRTING AND CRAWL SPACE ENCLOSURE Skirting or other crawl space enclosures, such as found- ations, not only add to the appearance of the home but also provide important benefits in the reduction of heat loss. Enclosures also aid in reducing the danger and inconve- nience of damaged plumbing through freeze-up. Skyline Corporation recommends enclosing the under- side of the home; however, it is very important that any PORCHES AND DECKS Some Skyline manufactured homes are constructed with factory -built porches or decks along the front, rear or main entry door side of the home. Porches and decks may be constructed with pressure treated wood floors which readily permit the passage of rain and/or snow through the floor. The area under porches or decks constructed with pressure treated decking lumber must be separated from the crawl space enclosure of the remainder of the home. Ex- cessive moisture in the crawl space can be the cause of window or ceiling condensation and other problems associated with high moisture levels in the home. 36 enclosure be adequately ventilated. Ventilation openings need to be provided in the foundation or skirting along at least the two long walls of the home. The total area of ven- tilation openings should be at least 1 ft2 for each 150 ft2 of crawlspace area. An opening should be located within 3 ft. of each corner. METAL ROOF TIGHTENING Metal roofs may be tightened by the use of bonded washers secured to the roof rafter with #8 x 11/4" screws, placed in rows of four across with width of the roof and spac- ed at approximately 48" O.C. along the length of the roof. Care must be taken to assure that the screws are placed to penetrate the rafter. After application the screw heads and washers are to be sealed with a roof sealant material. CHAPTER 6 INSTALLATION OF OPTIONAL FEATURES ELECTRIC DRYER VENTING GAS DRYER INSTALLATION Homes factory equipped with an electric dryer receptacle will also have the moisture -lint exhaust system roughed -in. To complete the moisture -lint exhaust system the following must be performed: 1. Remove the covers over the vent hole in the floor. 2. Push the duct through the hole provided in the floor and connect to the dryer in accordance with the dryer manu- facturer's instructions. NOTE: Some dryer manufacturers require that metallic duct be connected to the dryer and routed through floors and/or sidewalls. 3. Secure the termination fitting at the outside edge of the floor. NOTE: The termination fitting must be installed such that the dryer does not exhaust beneath the home. This may be accomplished by attaching the fitting to apiece of exterior grade plywood or, if the home is skirted, directly to the skirting. 4. Secure the flexible duct to the termination fitting with the provided clamp. (Do not use sheet metal screws or other devices which extend into the interior of the duct. 5. Seal the duct penetration through the floor with a good grade of caulking. CAUTION: MATERIALS WHICH MAY BE PROVIDED FOR THE MOISTURE -LINT EXHAUST SYSTEM ARE NOT ACCEPTABLE FOR INSTALLATION OF GAS DRYERS. Homes factory equipped with a gas dryer will also have the moisture -lint exhaust duct and termination fitting pro- vided. To complete a roughed -in system follow steps 1-5 under Electric Dryer Venting. Homes with' "stubbed -in" gas service will also have the moisture -lint exhaust system roughed -in. However, the ex- haust duct and termination fitting are not provided. Such termination fittings should be supplied with the dryer at time of installation. The gas connection and completion of the moisture -lint exhaust system must be made by qualified personnel in accordance with the dryer manufacturer's installation instructions. The gas connection must be tested (See Utility Hook-up and Testing) prior to use of the appli- ance. To complete the moisture -lint exhaust system, follow steps 1-5 under Electric Dryer Venting. GRILL/RANGE VENTING When a home is provided with a ' combination range (cook top)/grill that contains its own exhaust system, the exhaust must be routed such that it does not terminate beneath the home. To complete the exhaust system the following must be performed: 1. Remove the cover on the factory installed exhaust pipe protruding from beneath the floor in the vicinity of the range. 2. Secure the provided termination fitting at the outside edge of the floor. 3. Run the provided flexible metallic duct between the elbow protruding from the floor and the termination fit- ting. Support the duct and make the connections per the manufacturer's installation instructions provided with the grill/range. GAS WATER HEATER VENTING Homes factory equipped with certain types of gas water heaters may require special provisions to ensure proper ventilation. If the gas water heater installed in your home is not independently vented to the exterior of the home through a grilled opening in an exterior water heater door, then the following provisions must be followed. A. If the home is set on a crawlspace, or piers and skirting is used, then an air intake opening with a minimum free area of 32 square inches must be provided in the foundation wall or skirting. If the opening is covered by louvers or screen, the total free area must be 32 square inches. The air intake opening should be located as close as practical to the water heater location. B. If the home is set on a basement, then the following steps must be taken: 1. Fabricate a plenum box to encompass the air inlet assembly without alteration to the air inlet assembly itself. This plenum must have a minimum horizontal dimension of eight (8) inches. The minimum clearance between the air inlet assembly and the inner wall of the plenum shall be two (2) inches. The vertical height of the plenum shall be as necessary to ac- commodate the air inlet assembly without alteration. The air inlet assembly is a round tube that is extended from the bot- tom of the water heater through the floor. 2. To ensure proper air entry into the fabricated plenum box, a 6 inch minimum round (or equivalent cross-sectional area) duct is required. The duct shall be of a smooth surface, rigid variety (no flex pipe) and shall be connected to the plenum in a manner that does not reduce the cross sectional area of the pipe. 3. The air inlet shall be of damper less type and provide a free area not less than the cross-sectional area of the duct. A screen, if used, shall be 1/4 x 1/4 inch minimum. 37 INSTALLATION A. FLUSH RIDGE BEAM For proper ceiling fan it and the decorative center been provided for attachmi centerline. OPTIONAL FEATURES (Continued) FAN INSTALLATION FOR DOUBLE -WIDE HOMES 'IRED FOR MOUNTING ON CENTER BEAM wire to be inserted in electrical box without binding illation, an electric outlet box against center beam during installation. am to contain the box have b. Leave approximately 4" of wire free in the box. to the ridge beam at the unit CAUTION: BEFORE FOLLOWING THE STEP-BYSTEP PROCEDURE, BE SURE THAT POWER TO FAN WIRE IS OFF. 1. Remove the fan manufacturer's installation instructions from the package and determine the method of fan at- tachment to the beam. (i Iso see Fig. 6-1 below.) 2. If the center beam (shipped loose) does not contain a precut hole for the electrical box, cut a hole with a hole saw approximately 1/4" larger than the box diameter at the proper location (center line of hole should line up with location of supply !wire through ceiling) and centered in the width of the beam. 3. Install the box in the hole and secure flange (Plastic box only) to the center beam with 4 - #6 x 1" screws. 4. a. Insert the ceiling wire through a knock out hole in the side of the electrical box. NOTE: It may be necessary to cut a notch from the top on the supply wire side of the center beam hole to allow the supply CEILING BOARD SUPPLY WIRE COILED FOR SHIPMENT NOTCH BEAM AT HOLE FOR WIRE CHASE SECURE BOX TO 2x6 CE WITH 4-#6x1" WOOD SC (FIELD INSTALLED) SECURED IF NECESSARY R BEAM 5. Secure the center beam in place over the center line joint. Be sure that fan supply wire is not pinched or penetrated with beam fasteners. 6. Secure electrical box to ridge beam with #8x 21/2" wood screws through the two holes in the top of the box. 7. Strip about 3/4" of insulation from the white and black conductor ends. 8. Position the non-combustible flash ring (provided) over the electrical box so that finished surface (adjacent to electric box) which is to be covered by fan canopy is not exposed. 9. Follow the manufacturer's installation instructions for mounting the fan assembly to the box and for electrical wiring of the fan. Use provided electrical connectors for splicing wire. Be certain that fan is grounded as specified in manufacturer's instructions and that wires are connected properly (white to white and black to black). DOUBLE WIDE RIDGE BEAM 2x6 CENTER BEAM — SHIPPED LOOSE FOR FIELD INSTALLATION – HOLE FOR BOX CUT THROUGH 2x6 (MAY BE CUT IN PLANT OR IN FIELD - SECURE BOX TO RIDGE BEAM WITH 248x2lh" WOOD SCREWS (FIELD INSTALLED) 'ELECTRICAL BOX (SEE NOTE 1) SUPPLY WIRE INSERTED IN FIELD THROUGH SIDE KNOCKOUT OF BOX NOTE: APPLICABLE TO U.L. LISTED PADDLE FAN WITH A SWIVEL TYPE MOUNTING BRACKET. FIG. 6-1 38 INSTALLATION OF OPTIONAL FEATURES (Continued) B. PROTRUDING RIDGE BEAM For proper ceiling fan installation, a prefabricated box has been provided and includes the electrical box for con- tainment of the spliced wires with their connectors. The prefab box is also designed to conceal the wire which is run through the ceiling where the -fan is to be located. CAUTION: BEFORE FOLLOWING THE STEP-BY- STEP TEP-BYSTEP PROCEDURE, BE SURE THAT POWER TO FAN WIRE IS OFF. 1. Remove the fan manufacturer's installation instructions from the package and determine the method of fan at- tachment to the beam. 2. Insert the ceiling wire through a side knock out hole in the electrical box. Secure the wire in the electrical box clamp at a point approximately 4" from its end. 3. Place the prefab box in its final position on the beam and secure the box to the beam with #6 x 2" wood screws (provided) in the metal corner braces. 4. Strip about 3/4" of insulation from the white and black conductor ends. 5. Position the non-combustible flash ring (provided) over the electrical box so that finished surface (adjacent to electrical box) which is to be covered by fan canopy is not exposed. 6. Follow the manufacturer's installation instructions for mounting the fan assembly to the box and for electrical wiring of the fan. Use provided electrical connectors for splicing wires. Be certain that fan is grounded as specified in manufacturer's instructions and that wires are connected properly (white to white and black to black). BEAM—� \ FAN WIRE FROM CEILING ELECTRICAL BOX PRE -FAB FASTENED TO BEAM ` CLAMP IRE AT BOX INLET; V/2.16x2SCREWS EACH SIDE CLAMP fB9YIDED WH BOX. (4 Mitt IFFEE CABLE qN BOX) FIG. 6-2 39 INSTALLATION OF OPTIONAL FEATURES (Continued) AIR CONDITIONING ELECTRICAL CONNECTION (Factory Provided Circuits) THE ELECTRICAL CONN ONLY BY QUALIFIED PER INSTALLATION MUST CONF NATIONAL ELECTRICAL CO CODES. Factory installed branch cir dicated on the data plate under Installed Circuit "The maximu desired air conditioning unit m branch circuit rating. "A" coil air be listed for use with the fum tioning installation, see the in conditioner. If a self-contained and connected to the heating s include a damper beneath the "backing -up" into the furnace damper at the air conditioner s "backing -up" into the air conditi It is recommended to wrap the NOTE: ECTION SHOULD BE MADE SONNEL. ORM DE m conditioning ace structions furnace during upply The electrical connection is via a branch circuit terminating THE COMPLETED in a junction box beneath the home (See Fig. 6-3). The field TO ARTICLE 440 OFTHE installation wiring beyond the junction box, must incorporate a AND APPLICABLE LOCAL fused disconnect (sized in accordance with NEC Article 440) located within sight of the condensing unit. The maximum fuse cuits for air conditioning are in- size to be used with the fused disconnect is marked on the the heading "Rating of Factory condenser data plate. The acceptability of the air conditioning full load ampere draw for the equipment, rating the location of disconnect means, fuse type ust not exceed the indicated branch circuit protection, and connections to the equipment units installed must are to be determined by the local inspection authority. in this home; for air condi- For some models the electrical connection is made to the shipped with the air home via a separate rigid conduit. The conduit is 1" and is run air conditioner is to be installed from the panelboard and terminates below the bottom board. upply duct the installation must A PVC cap is cemented to the end of the conduit and this to prevent cool air from must be cut off to provide access to the panel board. Wiring is the cooling mode and a then installed from the panelboard to the air conditioner per all to prevent heated air from applicable NEC & local codes and all requirements listed over during the heating mode. above. dampers with insulation. Condensation should not be allowed to drain under home. -R TO N.C.C. AND AIR GOND. RUCTIONS FOR INSTALLATION REQUIREMENTS DISTRIBUTION PANELBOARD JUNCTION BOX—/ BENEATH HOME CONDUIT FIG. 6-3 NOTE: THE ELECTRICAL CONNECTION SHOULD BE MADE ONLY BY QUALIFIED PERSONNEL. 1. On models equipped for installation of optional evaporative cooler, install the roof -mounted cooler ac- cording to the instructions with the cooler. For coolers without an integral air duct the cooler box shall be lin- ed with .016 in. metal. The factory installed branch cir- cuit for the cooler is sized for amaximum cooler elec- trical load of 12 amperes. 120 V. AC, 60 Hz. 2. Remove the cover from the roof -mounted junction box and make the connection of the color -coded wires us- ing the provided wire nuts. The electrical portion of the installation is now complete (See Fig. 6-4). COLOR CODE WHITE ................................. Neutral YELLOW ................................. Pump FIELD PROVIDED & INSTALLED 1 FUSED DISCONNECT REMOTE CONDENSING UNIT 14 =III =III =III BLACK ................................ High Fan RED .................................. Low Fan GREEN ................................ Ground 40 EVAPORATIVE COOLER LOCATED ON ROOF. OF HOME WEATHERPROOF BOX �� • ROOF JACK ROOF ' FIG. 6-4 INSTALLATION OF OPTIONAL FEATURES (Continued) -EXPANDING ROOMS, SLIDE -OUTS, ETC. Where optional expanding rooms, slide -outs, tip -outs, provided for proper installation and set-up. etc. are provided, specific instructions and directions are INSTALLATION OF SITE INSTALLED ATTACHED STRUCTURES All site installed attached structures, including garages, porches, steps, stairways and landing must be designed and constructed to support all of their own dead load and all of the live load to which it will be subjected. Attached struc- tures should be constructed in accordance with the manu- facturer's installation instructions and all applicable local codes. In particular, attached garages generally require fire protection and GFI electrical circuit protection as required by local code. HINGED ROOFS'AND EAVES Where optional hinged roof and/or hinged or mental installation instructions are provided. prefabricated field installed eaves are provided, supple - CEILING (PADDLE) FANS Site provided and installed ceiling fans are to be install- sion from the trailing edge of the fan blade to the floor must ed in accordance with the manufacturer's installation in- be in accordance with the manufacturer's requirements. structions: To reduce the risk of injury, the minimum dimen- TELEPHONE AND CABLE TV Careless installation of telephone and cable television ing cables in these cavities. FAILURE TO FOLLOW THESE. lines may be hazardous. Electrical circuits, plumbing and INSTRUCTIONS MAY RESULT IN SERIOUS PERSONAL duct work are contained in the floor and walls of the home. INJURY OR DEATH. Avoid contact with these systems when drilling into and plac- FIREPLACE INSTALLATION Because of transportation restrictions, fireplaces require The fireplace manufacturer's installation instructions on-site installation of additional section(s) of approved, listed and all required components for proper installation are in - chimney pipe, a spark arrestor and a rain cap assembly. cluded in each home with a fireplace. 41 Many local jurisdictions utility connections and on-; tions. Consult with the prop nection. Only qualified servi codes and licensed where The drainage and water prior to shipment from the be rechecked by qualified pi been caused by vibration UTILITY SYSTEM CONNECTION AND TESTING have special requirements for to inspection of these connec- r authorities prior to utility con- e personnel, familiar with local required. systems were tested for leaks actory. It is essential that they rsonnel for leaks that may have uring transportation. WATER The water system has bee pressure of 80 psi. If the mai in areas where the water F pressure reducing valve sho system may be connected to a The connection is via a sing home. A master shut-off full d the water supply line adjacent 1 be a full port gate or ball valve After removing the aerators fi the faucet valves and allow the This should remove any foreig might cause an unpleasant faucet washers and cause di water piping subject to freezir sulation and electric heat tape: listed for use with manufactur ed that only UL listed heat tal accordance with their installs DRAINAGE — CONNECTION The drainage connection i; drain outlet. Care should be e port the drain line from the hom (1/4' per foot slope). designed for an inlet water ifactured home is installed assure exceeds 80 psi, a Id be installed. The water y safe, potable water source. 3/4 inch inlet beneath the N valve must be installed in the home; this valve should ith threaded or solder joints. )m all the faucets, open all water to run for 15 minutes. particles left in the line that aste or become lodged at pping faucets. All exposed 1 should be protected by in - (with an integral thermostat) d homes. It is recommend- s be used and installed in ion instructions. made at the 3 -inch main ercised to slope and sup - to the site sewage system DANGER: IMPROPER OR INAD NECTION OR MODIFICATION a ELECTRICAL SYSTEMS, ESPE( PERSONNEL, MAY BE EXTREI MAY RESULT IN SERIOUS F DEATH. DRAINAGE —1, 1%, 1% & 2 BATH When applicable the parts required to bring all drain lines to a single point are provided as follows: 1. Pipe and fittings. 2. 1/4 pint of ABS solvent cement. 3. 10 feet of 3/4" x 28 gauge plumbing strap. 4. Ten 1/4" x 1" stove bolts. The procedure for bringing all drain lines to a single point is as follows: 1. Remove caps on drain outlets and connect supplied parts together as shown by the drain line schematic shipped with the house. (Do not apply cement.) 2. Check to be sure that the assembly has the proper 1/4 inch drop per foot. 3. Mark each joint to aid in reassembly. Start at outlet end of system and remove, cement and reassemble each slip joint one at a time. Be sure to apply the cement on both male and female ends with a good even coating. 4. Using the 3/4" x 28 gauge strapping, strap the drain line to the center crossmembers of the frame placing a strap at each member (4 feet apart). Use a 1/4" x 1" stove bolt to secure strap in place. 5. Connect home drain to site sewage system as for single bath previously discussed. 6. Check completed system for leaks. )DATE TESTING, CON- GAS — The gas piping system was designed for a range ANY PART OF GAS OR of 7 to 101/2" of water column for natural gas and 11 to 14" kLLY BY UNQUALIFIED of water column for LP gas. The manufactured home gas :LY DANGEROUS AND supply pressure must be within this range for safe and effi- RSONAL INJURY OR cient operation of the gas piping system. 42 UTILITY SYSTEM CONNECTION AND TESTING (Continued) The gas piping system was pressure tested for leaks 3. Check the gauge after 10 minutes; there should be no prior to shipment; however, it is essential that the system drop in pressure. . be retested by qualified personnel for leaks prior to use. 4. Check the piping to appliances by pressurizing to at (Many utility companies require this on-site test.) The in- least 10 inches but no more than 14 inches water col- structions printed on the tag near the gas supply connec- umn and applying a bubble solution to all joints and tion must be followed (See Fig. 7-1). flexible connectors. In some localities, utility companies and/or building in- spectors may require additional tests as follows: 1. Isolate all appliances with appliance shut-off valves. PRESSURE SHALL BE MEASURED WITH A MER- CURY MANOMETER OR SLOPE GAUGE CALI- BRATED IN INCREMENTS OF NOT GREATER THAN 1/10 POUND. 2. Pressurize the system to 3 psi and isolate the source of pressure from the gas piping. CAUTION: DO NOT PRESSURIZE THE SYSTEM ABOVE THE PRESSURES STATED ABOVE. The connection to the gas supply should be made only by authorized representatives of the utility. NOTE: BEFORE A TEST IS BEGUN, THE TEMPERATURE OF THE AMBIENT AIR AND OF THE PIPING SHOULD BE APPROXIMATELY THE SAME — CONDUCT THE TEST AT SUCH A TIME DURING THE DAY WHEN AIR TEMPERATURES WILL REMAIN CONSTANT. Combination LP—Gas and Natural Gas System This gas piping system is designed for use of either liquefied petroleum gas or natural gas. NOTICE: BEFORE TURNING ON GAS BE CERTAIN APPLIANCES ARE DESIGNED FOR THE GAS CONNECTED AND ARE EQUIPPED WITH CORRECT ORIFICES. SECURELY CAP THIS INLET WHEN NOT CONNECTED FOR USE. When connecting to lot outlet, use a listed gas supply connector for manufactured homes rated at ❑ 100,000 Btuh or more. C1250,000 Btuh Before turning on gas, make certain all gas connections have been made tight, all appliance valves are turned off, and any unconnected outlets are capped. After turning on gas, test gas piping and connections to appliances for leakage with soapy water or bubble solution, and light all pilots. Fig. 7-1 NOTE: DO NOT BUBBLE CHECK BRASS GAS LINE FITTINGS WITH SOLUTIONS CONTAINING AMMONIA. 43 UTILITY SYSTEM CONNECTION AND TESTING (Continued) ELECTRICAL ALL ELECTRICAL WORK SHOULD BE PERFORMED ONLY BY QUALIFIED PERSONNEL. The electrical supply connection to the manufact lured home may be made by any of the following methods depending on the manufactured home construction and electrical service: a. Listed 50 ampere manufactured home power supply cord. (50 amp service only) b. Permanent feeder connected to a factory installed mast weatherhead assembly The routing, connection and support of the service drop is to be in accordance with local codes. Permanent feeder routed to the distribution panel through the factory installed feeder raceway which ter- minates beneath the manufactured home. A junction box or approved fitting must be used to connect the manufactured home feeder raceway to the supply raceway beneath the manufactured home. The proper feeder conductor sizes and the required junction box sizes are given in Table I7. After the connection has been made, the following tests should be conducted using approved test equipment: 1. Continuity test of circuit conductors 2. Polarity test 3. Continuity test of electrical grounding system MANUFACTURED HOME ELE OUTSIDE DISTRIBUTION PANEL BOARD Accessibility to distribution panel board, and the use of unit switches as disconnect means, is subject to the re- quirements of the local inspection authority. ELECTRICAL SYSTEM TEST With approved testing equipment, the following tests should be performed before connecting to the power source: • Continuity Test of Circuit Conductors A continuity test with all branch circuit breakers and switches controlling individual outlets in the "on" posi- tion should be conducted. There should be no evidence of connection between any of the supply conductors (in- cluding neutral) and the grounding circuit. • Continuity Test of Electrical Grounding System All noncurrent carrying metal parts of the electrical system including fixtures, appliances and the chassis of the home should be tested for continuity with the grounding circuit. The following test should be conducted after connec- ting and energizing the electrical system. • Polarity and Grounding Tests of 15 and 20 AMP Recep- tacle Outlets With circuits and lighting circuits energized, use a receptacle polarity tester to check polarity and ground- ing of each receptacle outlet. CTRICAL SUPPLY REQUIREMENTS TABLE 7 MAXIMUM LOAD & MAIN BREAKER SIZE (AMP) CONDUCTOR SIZE' (AWG) (TWO LINE AND ONE NIEUTRAL) GROUNDING CONDUCTOR SIZE (AWG) FACTORY INSTALLED FEEDER RACEWAY' TRADE SIZE (IN.) MINIMUM JUNCTION BOX SIZE 50 1 6 #10 1" 6" x 6" x 4" 100 1 3 #8 11/4" 8" x 8" x 4" 125 I 1 #6 1'/2" 10" x 10" x 4" 150 I 1/0 #6 11/2" 10" x 10" x 4" 200 13/0 #6 2" 12" x 12" x 4" 'Conductor size and feeder raceway sized for copper. CARELESS INSTALLATION 'OF TELEPHONE AND CABLE TELEVISION LINES MAY BE HAZARDOUS. The manufactured home walls contain, electrical circuits and the floor section may contain electrical circuits, plumbing or duct work. Extreme care must be' I exercised during drilling 7500 rated conductors, types RH, RHH, RHW without outer covering. THW or XHHW. WARNING M11 through and placing of communication cables within these cavities, to avoid contact with these home systems. Such work should be performed only by qualified personnel. FAILURE TO FOLLOW THESE INSTRUCTIONS MAY RESULT IN SERIOUS PERSONAL INJURY OR DEATH. UTILITY SYSTEM CONNECTION AND TESTING (Continued) • Front or rear crossmembers Multisection Frame Bonding or any set of outriggers on opposite halves ' B HALF , � A HALF Ground damp with screw / Ground wire should be the same used on panel box Typical Under Chassis Feed Connections a. Flex conduit a CONDUCTORS b. Feeder conductors c. Junction box i 8 - Black 'trot' d. Raceway a R - Red 'hor a. Conduit connector W - White'neutr I. Approved electrical G - Green'grour connectors g. Insulated bushing b Typical Meter Base Installations and Grounding 45 b a f:. MAIM •� MAN PANEL i PANEL Mt'TEA , SASE ai GROUNDING EIEC RODE SERVICE - DROP CONDUCTOR UNDERGROUND ENTRANCE CLEARANCES AND ATTACHMENT SMALL BE PEA NEC 270-24 MO 270-26 PANEL MAN - R - METER SERNCE Imo' i SAGE MEAD 4'F STRAP Co. WOUNDING ELECTP=E ENTRANCE BELOW ROOF LME CHAPTER 8 1 PROTECTIVE WINDOW COVERINGS If your home is destined to be set in Wind Zones II or III, then it has been designed to install protective window and door coverings, in the event of a wind storm. Two different types, of -protective coverings are available. Your home may have either, or both of these types. The first type of protective window covering is to attach plywood to a 2 x 4 member that has been installed around window and door openings. The plywood is attached to the 2 x 4 members with #8 wood screws. The type of plywood, screw length, and screw spacing will vary with the window or door size. See Table 8 for these requirements. Note that the window sizes listed in Table 8 are the small dimension of the window or door (See Figure 8-1). Large openings (such as� sliding glass doors) are required to be covered with a plywood and lumber frame assembly. See Table 8 to determine when this is required, and Figure 8-2 for frame construction. Window Size. See I 2x4 Table B. I i _I P lywoodu face ' grain #8 wood sal See Table 8 I size and Spa -9. rig. o -i Window Size. See Table B. 2x2 any grade SPF i i—___----_---___—_ .�_---_ _ __--_—_ •I i 6'• o.c. Plywood / face grain Fasten plywood to 2x framing 02 SPF 2x4s, laid ".—bara w/full PVA white glue flet, 16" o.c. rd6d nails or 08x2" screws 6o.c. all around. Fig. 8-2 I 46 I Mndow Size. See fable 8. ... _ CERT #09703 �'. STATE OF 2v ' /4/ OIAN.• 'VN Q,_ 2x4 Receiver / 3/8'• Plywood, APA Rated Exterior Sheathing with 20/0 span rating. Fasten 2x2s to 2x4. with 2-8d nails at each connection. / Plywood seam over 2x4. 080-1/2" wood screws, Co.- into 2x4 receiver. -M L! !]I 2x2 any grade SPF i i—___----_---___—_ .�_---_ _ __--_—_ •I i 6'• o.c. Plywood / face grain Fasten plywood to 2x framing 02 SPF 2x4s, laid ".—bara w/full PVA white glue flet, 16" o.c. rd6d nails or 08x2" screws 6o.c. all around. Fig. 8-2 I 46 I Mndow Size. See fable 8. ... _ CERT #09703 �'. STATE OF 2v ' /4/ OIAN.• 'VN Q,_ 2x4 Receiver / 3/8'• Plywood, APA Rated Exterior Sheathing with 20/0 span rating. Fasten 2x2s to 2x4. with 2-8d nails at each connection. / Plywood seam over 2x4. 080-1/2" wood screws, Co.- into 2x4 receiver. PROTECTIVE WINDOW COVERINGS (Continued) Table 8 PLYWOOD TYPE REOUIREMENTS WIND ZONE II 1 WIND ZONE III MAXIMUM WINDOW SIZE STANDARD WALL AREA WALL AREA WITHIN 3' OF CORNER STANDARD WALL AREA WALL AREA WITHIN 3' OF CORNER WOOD SCREW SPACING 14.5" 1 1 1 1 16" O.C. 24.5" 2 3 3 4 16" O.C. 30.5" 4 5 5 7 16" O.C. 36.5" 6 7 6 8 12" O.C. 40" 7 8 8 9 12" O.C. 46.5" 8 10 10 10 10" O.C. 72" 10 10 1 10 10 6" O.C. All plywood for protective window coverings is APA rated exterior sheathing. Thickness and span ratings will vary with win- dow or door size. Plywood listed below, with a higher number than is required by Table 8, may be substituted for a lower num- bered plywood. 1. 3/8" with 20/0 span rating. Fasten to receiver w/#8 x 2" wood screws. 2. 1/2" with 24/0 span rating. Fasten to receiver w/#8 x 2" wood screws. 3. 3/8" with 24/0 span rating. Fasten to receiver w/#8 x 2" wood screws. 4. 1/2" with 32/16 span rating. Fasten to receiver w/#8 x 2" wood screws. 5. 5/8" with 32/16 span rating. Fasten'to receiver w/#8 x 2-1/4" wood screws. 6. 3/4" with 40/20 span rating. Fasten to receiver w/#8 x 2-1/4" wood screws. 7. 5/8" with 40/20 span rating. Fasten to receiver w/#8 x 2-1/4" wood screws. 8. 7/8" with 48/24 span rating. Fasten to receiver w/#8 x 2-1/2" wood screws. 9. 3/4" with 48/24 span rating. Fasten to receiver w/#8 x 2-1/4" wood screws. 10. Plywood with wood frame required. 3' 3' 3' FIG. 8-3 CERT ; t# 09703, vcl '. STATE OF : 4•`. ANOIACA. %N ,,,,, N A L�^ � a,���K- In the event of a wind storm, the corners of this home will sustain higher wind pressure than the rest of the home. Therefore, it is required that windows and doors located within 3 feet of any corner be designed to withstand these higher pressures. Figure 8-3 shows the typical locations of the corners. Table 8 has separate columns indicating the plywood requirements for standard wall area and wall area that is within 3 feet of a corner. After the wind storm is over and the plywood has been removed, all holes made by the screws in the 2 x 4s should be filled with a weather resistant caulk. 47 PROTECTIVE WINDOW COVERINGS (Continued) The second type of protective covering is to attach 3/4" plywood directly to the window frame. The plywood is attached to the window frame with #8 screws around the windows frame (top, bottom and sides). The specific instructions for each window manufacturer are shown below and on the next page. DANGER: STORM SHUTTERS CANNOTWITHSTAND SEVERE STORMS.TO AVOID PERSONAL INJURY OR DEATH, CONTACT LOCAL EMERGENCY SERVICES NOW TO IDENTIFY EMERGENCY SHELTER IN THE EVENT OF SEVERE WEATHER. This direct fastening application was designed and tested for use on Philips Products series #22, 23 and 24 lap windows. Do not use on any other products. DUE TO THE LIMITED TIME BETWEEN WHEN A STORM WARNING IS ISSUED AND0HEN THE STORM COULD HIT AT YOUR LOCATION, WE RECOMMEND YOU DO THE FOLLOWING BEFORE A STORM WARNING IS ISSUED: ' 1. Purchase #8 x 1" sheet metal screws (enough for all the windows). 2. Buy shutters and get them cut to size, and marked. The shutters must be 3/4" thick plywood. 3. Store shutters and screws together in a dry place where they will be accessible. SCREW LOCATION DETAIL 31ir (top 6 old r maimum 11tr (bottom an SCREW LOCATION DETAIL VERTICAL CROSSECTION OF SHUTTER ATTACHED TO FRAME HEAD AND SILL NPORrAM: DOE TO THE SHORTNESS OF G 1HE Elrr=R RANGE ON THE FRAMES THIS DII0=OH 11UST BE�IRNHED, 3/1C (bottom only) INSTRUCTIONS FOR INSTALLING SHUTTERS ONTO A PHILIPS PRODUCTS LAP MOUNTED ALUMINUM WINDOW 1. For each window size, measure the width and height of the exterior flange of the window. (These become the shutter dimensions.) 2. Determine how many shutters of this size are needed and get them cut to the proper dimensions. 3. Mark each shutter as to where on the home it goes, as well as marking which end goes up. 4. Mark the screw locations on the shutter (as shown below). 5. With the help of an assistant, lift the shutter up to the window and center it on the window. 6. Position the shutter so that the bottom edge of the ply- wood is even with the bottom of the exterior flange of the frame sill. _ 7. Fasten the shutter to the window with #8 x 1" sheet metal screws. Make certain the shutter does not shift out of position. HORIZONTAL CROSSECTION OF ATYPICAL ALUMINUM WINDOW INSTALLATION WITH AN ATTACHED STORE SHUTTER 1WNDOW FRAME JM13 MANDOW EXTERIOR FLAIIOE FRAME HEAD FRAME SILL Fig. 8-4 48 3/4" shutter EXTERIOR f oxi, gem ROUGH CPU= STUD WrALLAMON FASTENER /Id' HARDBOARD `- '7/18' TRIM 3/8' (at top and olds) PROTECTIVE WINDOW COVERINGS (Continued) 500 AIRPORT DR. MANSFIELD, TEXAS 76063 (817) 473-4421 INSTALLATION OF PROTECTIVE COVERING AS REQUIRED BY H.U.D. FOR ZONE II AND III The following pages illustrate the application of an exterior window protection in the event of storms (such as hurricanes) as required by H.U.D. Please Note: Installation of protective coverings (such as those listed below) will Negate Egress of the window. Homes with protective coverings (such as those listed below) can not be occupied while the coverings are in place. Parts Required: 1.3/4" plywood — enough for each window in the home. 2. #8 x 1" wood screws or longer (see below for quantity). The installation steps apply to both the vertical and horizontal sides of windows. The size of the window will affect the num- ber of fasteners needed. For windows with a face measurement of 30" wide by 30" high (or any smaller size), install 3 fasteners, spaced eight (8) to twelve (12) inches apart on the head and on the sill. Install four (4) fasteners, spaced eight (8) to twelve (12) inches apart on both the left and right frame sides. For windows larger than 30" x 30" with 46" x 60" being the Maximum size, add one fastener to each side for each addi- tional eight (8) to twelve (12) inches in width and height. To determine the plywood size, (use 3/4" thick plywood) measure the width and height of the outside (exposed) return fin (edge to edge). Position plywood over the window. With plywood supported, drive one fastener through the plywood and window return fin near center of the window sill. Repeat this procedure for the other required sill fasteners. Withcovering attached at sill, continue driving fasteners around perimator of fhc n1%^A1nn�f using the above spacing formula. After the storm has passed, reverse the above procedure to remc Store materials for future use. HARDBOARD 7/16 3/4 FL1 7/16 TRIM Wood Mi I t T_ Wood As Required By Design APPR XA 1/2" �_ F #8 X 1" Screw ® 12" O.C. Max. As Per MFG. standard r INTERIOR OF HOME WINDOW RETURN 7 49 SETUP PROCED ,0 500 AIRPORT DR. MANSFI (Continued) TEXAS 76063 (817) 473-4421 Installation of Protective Covering as Required by H; U.D. for Zone II and III The following pages illustrate th'e application of an exterior window protection in the event of storms (such as hurricanes) as required by HUD. I Please note: Installation of protective coverings (such as those listed below) will Negate Egress of the window. Homes with protective coverings(such as those listed below) can not be occupied while the coverings are in place. Parts required: 1.3/4" plywood — i enough for each window in the home. 2. #8 x 11/4" OR 1,1/2' wood screws (see below for quantity). The installation steps apply to both the vertical and horizontal sides of windows. The size of the window will effect the number of fasten- ers needed. I For windows with a face measurement of 30" wide x 30" high (or any smaller size), install 3 fasteners, spaced eight (8) to twelve (12) inches apart on the head and on the sill. Install for (4) fasteners, spaced eight (8) to twelve (12) inches apart on both the left and right frame sides For windows larger than 30" x 30"with 46" x 60" being the Maximum size, add one fastener to each sidle for each additional eight (8) to twelve (12) inches in width and height. To determine the plywood size, (use 3/4" thick plywood) measure the width and height of the return fin (edge to edge). Position plywood over the window.�With plywood supported, drive one fastener through the plywood and window nailing fin near center of window sill. Repeat this procedure for the other required sill fas- teners. with covering attached at sill, continue driving fasteners around perimeter of the plywood using the above spacing formula. After the storm has passed, reverse the above procedure to remove the covering. Store materials for future use. Be sure to fill all holes left by the removal of the screws with a suitable silicone type sealant. Material should have a long life rating. This will prevent water and air from entering the home. 50 Exterior Sheathing IL VINYL WINDOW FRAME %' PLYWOOD # 8 X 1''W SCREW 12° O.C. MAX WINDOW RETURN FIN VINYL -� SIDING AS PER MFG STANDARD HOME INTERIOR WOOD AS REOD. BY DESIGN JUI Exterior Sheathing g-J7-qZ PROTECTIVE WINDOW COVERINGS (Continued) Protective coverings may also be installed.over doors and sliding glass doors in a'different manner than described previously. First, remove the mounting screws holding the door frame to the exterior wall. Then place the plywood (or wood frame) from : Table 8 over the door opening and fasten the plywood and door frame back into the wall studs through the same holes in the door frame. Use #8 x 3" wood screws 12" o.c. for doors. Use #8 x 4" wood screws 6", o.c. for sliding glass doors. See Figure 8-6 for a typical application of this type of protective covering. Door Size lRaa Tahla A t ` #8 x 3" Wood Screws 12" o.c. max. #8 x 4" Wood Screws 6" o.c. for a sliding glass door Door Frame Wall Studs CERT #09703 STATE OF 4.,` X/O N At -��(j, 4 . '//fIIIIIIt``�c-� Fig. 8-6 12" o.c. max. /8x4" Wood Screws 8" o.c. for ` a sliding glass door. SECTION B -B Due to the limited time between when a storm warning is issued and when the storm could hit at your location, Skyline recommends that the items necessary for the protective coverings be purchased and prepared before a storm warning is issued. Cut plywood to size and mark it relative to window/door location. Store plywood and fasteners together in a dry place where it will be accessible. Once the protective coverings have been installed, the home should not be occupied. 51 CHAPTER 9 FINAL INSPECTION Make a final inspection when home installation is complete to make sure that no items have been overlooked and that all work was done properly. Place special emphasis on the following "checklist' items: Water and Drain System. All water and drain systems work properly and do not leak. Appliance Function and Operation. All fixtures and appli- ances have been tested and work properly. Windows, Doors and Drawers. All windows, doors and draw- ers work properly. Egress Windows. One window in each bedroom is desig- nated as a secondary exit to be used in case of emergency. Each exit window is labeled as such with operating instruc- tions. All shipping hardware should be removed, and the window should operate as explained in the window manu- facturer's instructions. Exterior Siding and Trim. There are no gaps, voids, or miss- ing fasteners, and all seams, are sealed. Stack Heads and Vent Pipe Flashings on Roof. All stack head or vent pipe flashings are properly attached and sealed. Composition Roof. All shingles are properly attached, none are loose or missing, and all' holes are filled. Skirting Ventilation. The skirting around the home has non -closing vents, located at or near each corner as high as possible to cross -ventilate the entire space under the home. 52 The free area of these vents must be equal to at least one - square foot for every 150 square feet of floor area of the home. The vent size must be increased to allow for insect screens, slats, louvers, etc., used over the open vent area. Low -Hanging Trees and Bushes. If there are any low -hang- ing trees or bushes near the home, trim or cut them. Think about the plants' possible movement during windy condi- tions or when covered by snow or ice. Exhaust Fan Operation and Air Flow. Check all exhaust fans for proper operation and air flow. Bottomboard. Carefully inspect the bottom covering of the home for loosening or tears from installation of pipes or wires. Seal openings around the floor perimeter, pipes or pipe hangers and splits or tears with weather -resistant tape. Anchors and Straps. Be sure the correct number of anchors have been installed at the proper angle, and that all straps have been tightened. Interior Details. Inspect for, and correct, all interior finishing details, such as loose molding, carpet seams, etc. The retailers' representative should inspect the home with the homeowner, give the homeowner a copy of the Home- owner's Manual, and brief the homeowner about main- taining the home. INSTALLATION INSPECTION CHECKLIST TO ENSURE PROPER HOME INSTALLATION AND HOMEOWNER SATISFACTION, THE FOLLOW- ING ITEMS SHOULD BE CHECKED DURING OR PROMPTLY AFTER THE INSTALLATION AND BEFORE THE HOMEOWNER TAKES POSSESSION: INSTALLATION / PLACEMENT ❑ Alignment/Close-Off DW ❑ Foundation ❑ Level ❑ Tie Downs UTILITY CONNECTIONS ❑ Fuel ❑ Sewage ❑ Water ❑ Cross -Over Duct ❑ Electric - EXTERIOR ❑ Doors ❑ Roof ❑ .Windows ❑ Siding/Trim INTERIOR ❑ Ceiling ❑ Trim. ❑ Electrical Systems/Fixtures ❑ Cabinets ❑ Furniture ❑ Keys ❑ All Warranties ❑ Paneling ❑ Floor Covering/Drapes O Doors ❑ Plumbing ❑ Appliances ❑ All Manuals 12 63 SI�ILiNE Corporate Office — P.O. Box 743 — Elkhart, Indiana 46515 i�� DCP 9-98 I 44 to J 111 11 of ljffj� ME Varies - 67 Max. al� 416 2- Bomd Flange Chassis X Boom J 7 0 o.c. - Max. 7 0 O.C. %1 2 0 s As Shown Typical Construct "10" 4Ae4. 'Vt /24e -Sidewall Anchor Bolts: Crawlhole Within 2ft0f C, r- A Sett 1/2"# x 10" A.S. at MIN. Plumbing C.O. q 1 6 _.O Is D.C. (Max.) Floor moittici (Location may Vary) Ra Joiso 4h, 0 4 -0 1 -_ 10 Co. Chat I Is Boom Seat > This Connection Is Rtqulrod for FHA Approved Foundollont. 4 X 4 To# Nail To 10d's X 4 qk1g.- Nail Listed And Labeled AA film Joist w/16t!416"O.C. C intiction-0-1-­ a Rim of W/ Metal Pier Baled 4 Chassis 8_4;�M 16d ot;J6111O.C. Min, 01 4000w L Seat Min. 10 GA. Lis I ed and Labeled 18" Min, 3/e"x e A.B. 611 Post- A (All. 1/4 Drive Pin) 'A Metal Pier Rated 3/8" 4 X 6 " A.S. 12" Min. SEE DETi IL DETAIL I .0 Distance 6 Distance 5 It 1#1 Min. of 40004 16- Distance 4 Distance 3 so Distance 2 Distance I I it. 1/4" Drive Pin) n.l.s. F 0 M L It (E) B (C) Bolts: --IL (B) (A) nchor Bolt Chart wt4' Endiwall Anchor V/ I See Endwall A I For, Number Of Bolts Req1d. (A Alt. ell 0 .01 1J, W L Alo)ng Endwall 12" Co # Povrod In Place Conc. Fig. 4's W 0 1 0 11 L_J Ftg. hen 6" Deep Continuous Footirlig Varles.sot Chart M L_J Ty� Ridge Boom Is Used Note' Supports May Hove To Hay# 1,2 Supports- 20"Sq.- Varies- See Chart 20" Sq. IF 7; -11 Or, 3 Pier% wl 4 X4 Depending Oil Load See Chart 'Ali. 24" Round r Al -I. 24,,' Round 0 a Alt. 12" Wide X 6" Alt. 12.' Wide x 6" > Deep Continuous Deep Continuous base of 5101 (Parollal w/Chassis (Parallel W/Chassis P;of 6 1 -Boom) w/2 -1014's I- Boom) W/2 -,#4,1 C C B ALT. CHASSIS AND RIDGE BEAM SUPPORTS SECTION D -D MULTIPLE RIDGE BEAM SUPPORTS 16. 1 Distance 12 Distance Ill- Distance 10 Distance 9 L Distance 8 Distance 7- Hitch End n.l.s. (X) B n1s. n.t.s. (H) (G) 44 Existing ExI.SIdIng a 6"o.e. .0 Floor Jolt I HrAl P. 9N5 FIX J1016f /�� Floor Matti. L I 'I . I e Z Bar or IM Wool.", ILI Ridg Boom See Note Be,. ;,-_ 1 1 . So of 6"O.C. A See Chart 1141 Supports .0 2 14 BlIsIg. (Wh on IN i c cis cry� Field Install I/2"t Mirs) Noll to Rim Joist w/16d at 16 D.C. y 6"Imin. Hardboard, All. 3/8 " (MI > 73 '11� I 1wd. Perimeter Of L APA Acted Plylwd. SheothlAl PT r 7 2x4 Top Pic Nall to 1311o'g. or Double Wide C I I C 10 Rim Joist w/,Gd oil 16"O.C. Nail w/8d at 6"O.C. Edges, Bd of 12"O.C.Fitid Ponywoll - 2 ot 4 Is as 16"O.C. �;�LV.) e 2 x 4 Pressure Treated Foundation Grade' L_J 1/2"If x 10"A.B. of 72"O.C. N4,V.),9 (00or.e. Lumber; 0,40 * W (See Press. Treated Lumber Notes) f to 11 A.P. ed at 6"O.C. y Foul dation Ready Units (Studs at 16"o.c.) __T\�,Typicol Chassis Supports- 2 to 4 F.T. iL La 6 - a, HA X - - 'Cotic.SlemWoll, AII.HCB 6LLr V4 fjfjVf if See Details Must Har Piers Placed A" d In, "0 or Jd Floor M' A Tr Im il n.) 2" 4 011 > C7 Within 2 -0" Of Note: r ...... Endwalls Cy 1 2" Off Dim. of Existing Siding and Install Z Bar or Wood I Trim. Renall w/8d at 6"O.C. 19 UNLESS SIDING IS HELD BACK (Set Central Note If 6) 3 0 L.J Lj Vent 1211 �j Placement r/ rZ,--"4 /70- 1!- KIIA at Corners - lk Typical STANDARD OPTION BACKFILL OPTION Endwall Anchor Bolts-­,� A� 1�:�Sidewall Anchor Bolts. Provide Ventilotion Of 1% Varies Set 1/2" 4 x 10" A.S. at Varies I Sq. Ft. Per Each 150 See Endwall Anchor Bolt (Offset May 6 1- Ole O.C. (me 0 Sq. Ft. of' Chart For Number Of Bolts Or 6y Not (Offset May Or May Not SIDEWALL. CLOSURE OPTIONS Roqld. Along Endwall Occur Depending On Model) Occur Depending On Model) Area n.t.s. This Foundation Plan Is For A: IF HORIZONTAL LAP SIDING IS TO BE INSTALLEID ON THE FOUNDATION WOOD PONY WALL FRAMING, AN UNDERLAYMENTOIF MINIMUM�3/8"APA Double Wide 7 -Triple Wide ExIslinj Exterior SidiAg ,-,Floor ItIorl. RATED SHEATHING,, 24/0, EXPOSURE 1, SHALL F:IRST BE INSTALLED 11"-rloor Joist AND FASTENEDTO'ME STUDS = PL ATES AS SHOWN IN THE DETAILS Z Bar or Wood "TtIns FOUNDATION PLAN HEREON. SAID SHEATHING SHALL BE INSTALLED ON ENTIRE �PERIMETER See Note Below I I �MMO-WNMWMMW - . L I Alt. 7/16" N.T.S. FOUNDATION NALL. ad of 4"O.C. Fod. At ody C. Chassis VER .6" Imin. P ad of 12"o. AT ALL WGD HOMES 0 Fltldlniloll 1121?wto 5 0 FEET IN LEN077-L SHEATH Ply'wd. PRESSURE TREATED LUMBER NOTES: Where lumber is cut after treatment, the cut surface shall be brush -coated with not less then 3 percent solution of the some preserv- ative used in the original treatment; or shall be field treated in conformance with AWPA standard M4-80 using a 5% solution of pentachlorophenol, copper naphthanote containing a min. of a 2% copper metal, a 3% solution of ACA, CCA types A, 8 or C, or a 5% solution of FCAP or ACC; or creosote In conformance with AWPA standard M4-80 paragraph 1.511. Fasteners shall be stainless steel or hot -dipped galvanized. Hot -dipped zinc -coated nails shall be coated after manufacture to their final form, including pointing, heading, threading or twisting, as applicable. Electrogolvanized or mechanically plated nails or staples, and hot - dipped zinc -coated staples shall not be permitted. Staples, where permitted under this report, shall be stainless steel types 304 and 316 or. defined by the AISI classification. E _ND'_W_A_L_L_ANCHOR' BOLTS LOAD UN IT LENGTH NO. OF 1/2".4 x 10" A.B. 1000 1500 REQ'D. ALONG 'ENDWALL 115. Up to 40'-0" -6 X� 40'- 1" to 50'- 0" 6 W U. 18. 5000 2-3- 50'-1" to 56'-0" 8 2-5- 56'-1" to 60'-0" 8 U) _8000 CID t60' -I' to 67"-611- 9000 ......... 3-0- 4- Q Up to 40 1 -0 11 9 C.L.- XW W V) 06 1 11 40 1 to 50,-0" if 12,000 3-6- 13,000 50':-1" to 56'-0" 12 14,000 56'-1" to 60'-0" 13 15.000 3-11- H 16,000 160 ��f to 6.7 - 0 T 15 RIDGE BEAM SUPPORT FOOTING SIZE LOAD FOOTING SIZE FOR SOIL P.S.I. 1000 1500 2000 115. C 13000 1-9- IFRONT 4000 2-0- 18. 5000 2-3- STANDARD FOUNDATION -READY OPTION BACKFILL FOUNDATION READY OPTION 2-5- 7000 2-8- _8000 ---2'10 . 9000 ......... 3-0- 4- 3*2" Allow. Soil 11,000 X4" 29" 12,000 3-6- 13,000 37" 2*11" 14,000 3-9- 3-1- 15.000 3-11- H 16,000 4-0- 17.000 4-2- 3.5. 18,000 4-3- 19,000 4-4- .20,000 4'5' REVISION$ 'BY 6� -3 - (cj-,q r Peii Pe-�-Wmcl Kkgr,,-]* REAR F A,PD*O Arvt- Ark%�QLd 0vs C 9 A IFRONT Z Bar or Wood TPAR. MODEL Ranall w1114 014 O.C- (soit Note 10 6 1 0. ;ja WE flor *at , Is. re jtll�j Is OP 0 4j"c 4 0. 1 -Nofe: APA Baled Ply1wd.Shiciblott Ponywoll-21411 of 16"O.C. INSIDE FACE OF STUDS OR eks (�114 e W..o. rwgu vr it W i4ol te. I4o --te. Nall w/84 at Al"O.C.Edtils, 2 If 4 RT. Sill Plate UNDERLAY THE EXTERIOR 410.& Ridge Beam Loads And Distances To Support Locations; Are Obtained From 04 at 12"O.C.Fisid Calls. Slom WQIIj All. H.C.D. Treated Foundation Grd. Lumber 0,40** -------- 2 x 4 Pressure HARDBoARD SIDING wrrH 3/8" Ve"i ad so 4'0.c..-Jll gjPWA4.L The Manufactured Home Span Chart. 115191115 (See Press. Treated Lumber Notes)(Studs at 16 o.c.) Is Used) eri Or ..k*.- it 11 2 -*4 Robot Con't.(Whsil H.C-B- APA RATED SHEATHING 24/0, A44wor A" .4 , o RIDGE BEAM SUPPORT LOCATIONS REAR F E D C 9 A IFRONT Z Bar or Wood TPAR. MODEL Ranall w1114 014 O.C- (soit Note 10 6 1 STANDARD FOUNDATION -READY OPTION BACKFILL FOUNDATION READY OPTION DIST. Floor MoIll. EA1411119 E&I1,1101 Siding floor 10141 j 4- V-4 CO Allow. Soil so In 0 FTG. REAR L K i I H G OC set Pool C.D 0. ;ja WE flor *at , Is. re jtll�j Is OP 0 4j"c 4 0. 1 -Nofe: APA Baled Ply1wd.Shiciblott Ponywoll-21411 of 16"O.C. INSIDE FACE OF STUDS OR eks (�114 e W..o. rwgu vr it W i4ol te. I4o --te. Nall w/84 at Al"O.C.Edtils, 2 If 4 RT. Sill Plate UNDERLAY THE EXTERIOR 410.& Ridge Beam Loads And Distances To Support Locations; Are Obtained From 04 at 12"O.C.Fisid Calls. Slom WQIIj All. H.C.D. Treated Foundation Grd. Lumber 0,40** -------- 2 x 4 Pressure HARDBoARD SIDING wrrH 3/8" Ve"i ad so 4'0.c..-Jll gjPWA4.L The Manufactured Home Span Chart. 115191115 (See Press. Treated Lumber Notes)(Studs at 16 o.c.) Is Used) eri Or ..k*.- it 11 2 -*4 Robot Con't.(Whsil H.C-B- APA RATED SHEATHING 24/0, A44wor A" .4 , o RIDGE BEAM SUPPORT LOCATIONS REAR F E D C 9 A IFRONT Z Bar or Wood TPAR. MODEL Ranall w1114 014 O.C- (soit Note 10 6 1 STANDARD FOUNDATION -READY OPTION BACKFILL FOUNDATION READY OPTION DIST. Floor MoIll. EA1411119 E&I1,1101 Siding floor 10141 j 4- LOAD Allow. Soil FTG. REAR L K i I H G IFRONT DIST LOAD all Ac -or 0,01114.11art U EXP. I NAIL W/ 6d @ 4" O.C. Irl I * . .. 't I flow For No. Of Bch WUM ff of Q14. 4 AT ALL CONTACTS. _7 ------- Note: #4 Robot Vtrl.ol 48 O.C.(When H.C.S. Is Used) Cut 2"Off Bottom Of E&Isl. Siding Arid Install 4 Asbor Cowl. Z Bar or Wood TPAR. Ranall w1114 014 O.C- (soit Note 10 6 1 STANDARD FOUNDATION -READY OPTION BACKFILL FOUNDATION READY OPTION Floor MoIll. EA1411119 E&I1,1101 Siding floor 10141 j 4- Z But *( Wood Trim 304 Halt Below 84 of 4%,r. 2 A OW9. AlloCn IQ flid Alt. MIS Dist 6 Dist 5 Dist 4 Dist 3 .1 Dist.. 2 Dist I ad at 12,04. Member w�2 a 10 S.T.S. AT ALL M1FG`D HOMES OVER (min.) 61min. tfIFF9P) 0AILOP U) IF -- 'P C field InSIGII 1/2"(1611n.) 1 50 FEET IN LENGTH, SHEATH T . r r� -!. "Lil i 4; 1 t 9t. d if MWA0,11IL 2 A 4 Top Plot$ Allach ./2"A 10 S.T.S. jil i E3 Hardboard, AIL 3/4" (min.) INSIDE FACE OF STUDS OR B APA Rated Fly1wd.5h4aitling Ponywoll- 2 s 4-1 of 16"O.C. Plylwd. 10,44-4-te4404- E Noll W/ed of 4"O.C. Cdggtl 2 & 4 Itt VII Plots LINDERLAY THE EXTERIOR 0t. ki.Lv.) e -rk0TFq Pr it a) a 94 a, 12"O.C.Flild Cone. Sisal Wall, All. H C.B. HARDBOARD SIDING WITH 3/8" 9j1:seiALV.) Lt 6 9i"o.to. -0-0 Dist. 12_ Dist 11 Dist 10 Dist 9 Dist 8 Dist 7 Hitch So of 4"O -C -__X1 80 'd Iff4 Robot Con'l.(Wh.n KC -B Vf"i A 10'A -ft. 2 x 4 Pressure Treated Foundation Gird. Lumber, 0.40 W (n End 1/ 2' 11 4 let A. S. Is Used) APA RATIED SHEATHING 24/0, oxt frupw.&I.L, fl al Z(See Press.Treated Lumber Notes)(Studs at 16"o.c.) 0 L See Aachw Ball Chott 't4w,01 00I.T 11 Below for No. Of flails EXP. 1. MAIL W/ 6d @ 4" 0. C. OHAfT IFRF 0 E3 B E3 E3 AT ALL 0ONTACTS. slu" rf or of "a ia) Cyl 20 Off Bottom Of Cliff. Robot Vert. of 4 8" 9Z 0 Siding And Insloll 2 Bar at Wood To I Who 4 H.C.B. to Us & 4 1 to - flinall Wild of 4"04. Robot C444.1 (See H014106) STANDARD NON FOUNDATION -READY OPTION BACKFILL NON FOUNDATION -READY OPTION C: LU U) 0 0c: LL C Existing Exterior Siding SECTION C (ENIDWALL CLOSURE OPTIONS) See n.t.s. Field Install Z bar I Closure U) Detail 2" (Min.) S** Note Below -.1 6" min. itasurs to Field Install C1 Match Exterior siding See Sidewall Closure--�, GENERAL N40TES E APPROVAL .., I . . I i! I L.-. " fy to MP.� Detail __--.,Wedges For Leveling - Typ. 21 min. /."4 Cont. L THIS FOUNDATION PLAN IS DESIGNED TO BE USED Sknpson TP49 or Equal 45 8% 8" x 16" H.C.3.(Alt. Metal Pifor)-Typ. WITH MFG*D. HOME* at Each Anchor bolt " VIR, Max. 6.1 1/2" X 10" A.B at 72"aC., - f r I MOBKMOME FOUNDATION SYSTaf Location el . # , e, x I; x 30" PT Wood Pad 0.40 C, A0Ljhji) C006TAC-T Borg. Pa 1�, 36" MAKE: IRLkM AND SAF NAIL W/ 4-1 Od AT SILL *4 Vert. at O.C. - W/6 'Deep Grovel(Grovel May 8 T ftdof(Alt: d) min. Max. SFMON18551 st Ornittood 1 1 > it optloral MODEL: When Exist'g. Soil Is Free Draining, As PLATE AND 4-19d AT 6" min. By Local Bid' . Official) R [M JOIST 9 L--- 2. DESIGN LOADS' - (ALTERNATE TO WOOD PAD: 6.. 1 12" min. Al D:: _T1I_kRjik,j?10. 3 NOTED Grovel Requiri ROOF LIVE LOA SUBJECT TO,. W Bearing Pod, No At 4/ vv� Detail This Shoot) FLOOR LIVE LOAD): 40 P,s.F NOTE: 6 aft. :- - I WIND LOAD: 10 mnh Eyn: C 22.6 p.s,F _.�APPROVEANy APPROVAL DOES NOT AU Cut 2" Off Bottom of ExIsiting.Siding and *4 Rebar Cant. SEISMIC ZONE. 4 OMISSIONS OR DEVIATION FROM REQuijzEmEM OF Install Z Bar & Renall 08d's at 61� O.C� #4 Cant.— . ­_­� 12 *4 Rebor Teti. Ul "IQ Note: i N�'� 44-s When Deep Continuous APPLX"IX STATE LAWS AND REGULA71ONS O.C.(Reqld. Only w/N.C.B. O';q. or 24" Round Footing Is Used 3. THIS FOUNDATION IS FOR PLACING MFG*D. HOMES State of Califorwit - sternwall) The Footings Shown Are Options, x IZ Usep Conc. Ftg. CONSTRUCTED W/ LONGITUDINAL OR CROSS JOISTS. Dgartfiew of Rallefing and CD=nUMty DeVelopMent Each Type Is Acceptable. (Alt. 18" Wide x 6" Deep Continuous Cone. Ftg. 4. ALL CONCRETE SHALL HAVE A COMPRESSIVE w/ 2 -1114,$) STRENGTH OF 2000 IPS.I. IN 28 0AYS. IDMSION OF CODES AND STANDARDS STEEL PIER CONCRETE BLOCK 5. THIS FOUNDATION PLAN IS DESIGNED TOBE BY D a W ALT. SECTION A -A & C -C CONSTRUCTED ON A, FAIRLY LEVEL SITE WITH NO EXISTING $OIL PROBLEMS. SECTION A -A SECTION B-13 TYPICAL APPLICATIONS SPA NO. n.t.s. 6. MFG*D. HOME MAY BE SHIPPED FROM THE FACTORY STATE APPROVED (APPROVAL #SPA 250-1) PA04"`TtE1Q-­-­ I WITH SIDING CUT BACK Z"AND Z BAR INSTALLED. tftjjLD1NG DE Fm AMoval E*a t5 . I ABESCO BEARING Rr A D 7 FOUN1DAT,*N CONTRACTOR SHALL VERIFY ALL P 0 p 0 DIMENSIONS BEFCRE CONSTRUCTING FOUNDATION. Jill n1s. D R RAWN Z. ea. CHECKED DATE 3-8-94 SCALE none JOB NO 94-212 SHEET OF EETS _7 _7 ------- 71 j