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0%--t40=Q2T PERMIT#95-99AG CLIMENT, CHARLES 111 GRIMONT RD., OROVILLE AG EXEMPT PERMIT-HORSES,COWS&TACK r 63�Z�+0=621 PERMIT#96-0464 CLIMENT, Chuck 111 Grimont Rd., Oroville Ele For Future Lot Development F" /e eKP,' ev— j 936-249-921.. PERMIT#97-1760 CLIMENT; Chuck 111 Grimont Rd., Oroville Ele For Lot Development G36-246-024 #98-2458 CLEMENT, CHARLES 111 GRIMONT RD., OROVILLE OWNER STORAGE BUILDING 936-349-92L 99-2633 CLIMENT, CHARLES 111 GRIMONTS ROAD, OROVILLE CONTR: OWNER 1'T RENEWAL OF BP# 98-2458 636-"6.924. 00-2959 CLIMENT, CHARLES I I I GRIMONT RD., OROVLLE CONTR: OWNER 2ND RENEWAL 98-2458 (99-2633) 0;&-24 - 02-0137 CLIMENT, CHARLES 1 I I GRIMONT RD, OROVILLE 3RD RENEWAL 98-2458 B gay 05-0067 QAREENA-GLIM ENT I I I GRINIONT RD. CROVIL E 079r*630-04 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530)'891-2834 (CHICO) OFFICE M (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.netldds LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensedunder 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: License Number: Date: Contractor. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that 1 am exempt from the Contractors' Stale License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish; or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's Slate License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): f'm 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 (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or Improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or Improvements are sold within one year .of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Profdssions Code. The Contractors' Slate License Law does not apply to an owner of property who builds or Improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ 'I am Exempt under Article 3 of the Business and Professions Code Date: Owner: WORKERS' COMPENSATION DECLARATION I hereby affirm under penally 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 the Labor Code, for the performance of the work for which this permit Is Issued. My workers' compensation insurance carrier and policy number are: PERMIT NO. BPO5011,4 Issued Date: 01/14/2005 APN: 036-240-021-000 Site Address: 111 GRIMONT RD ORO Map Index: Description: SUPPLEMENTAL INSPECTION TO FINAL 98-2458 Owner: CLIMENT CHARLES V DBA CVC CATTLE CO 111 GRIMONT ROAD OROVILLE, CA 95966 Applicant: CLIMENT CHARLES V DBA CVC CATTLE CO 111 GRIMONT ROAD OROVILLE, CA 95966 Contractor: License #: Architect: Engineer: Carrier. Total Square Ft: 0 S. F. Policy #: I Valuation: $0.00 I certify that in the performance of the work for which this permit Is Census Code: issued, I shall not employ any person In any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: f qJA---, o y Applicant: �(l� WARNING: Failure to secure workers' compensation coverage Is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit Iyto,'. rehy issued under the tcable provisions of the Butts C,nunly Code 2nrUpr I hereby affirm that there Is a construction lending agency for the Resolu ions work Indigated ab a fo which fees have been paid. performance of the work for which this permit Is Issued (Sec 3097 Civ.) Name:By: / Date: Address: PERMIT EXPIRES ON:��� (Date) ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. 0 Notification In accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and thall am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge It Is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for Inspection purposes. //�� Print Name: C[ril'�V�1 v 66(1,1e�—T— Signature: Dale: .11powner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor - a op NOTES i TF PERMIT NO I r . RESIDENTIAL t 036-2401=02.1 BAP.EENA-CL•iM ENT �- 111 GRIMONT RD, OROVILLE `Cont: SKYCREST ENT NEW MFI PERM FND 'THE B . / OFFICE COPY F BE RECOI j l cQ G HAS BEEN Address �' DN: Meter By -. Date - l L L✓ ELECTRIC Meter By Date INSPE ' �• f SPECIAL CONDITIONS CHECKED BY SRA i FLOOD CERTIFICATE REQ. FIRE,SPRINKLERS REQ. SPECIAL INSPECTION ITEMS ` VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER o T)f- 'So r -0,4y, s Q �. 3 l gyp, :.JOB FINALED (Date) II/A/ �* 1 _Signature J=OK 0 = Not OK - = NofReadcable s = No�iReady MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or/ /" L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing Date 11. Card B-1 Date Card B-1 Date 12. Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Card B-1 Date Card B-1 2. Footings; Size -Spacing -Marriage Line Card B-1 Date Card B-1 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 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date 11. Card B-1 Date Card B-1 Date 12. C91d B-1 Date Card B-1 Date PE ENT END SYSTEM (ONLY) i Ica 1F Zoning Requirements -Setbacks -Easements otings; Size -Spacing -Marriage Line 4-!'9,K-, cking MH Test -Demand -Valve 5.' -Electricity; MH Test u -N' ll 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panel boards- Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not - =NotAApplicable RESIDENTIAL (Single & Duplex) p . = Not Ready Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -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 Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Ext. Steps -Door & Sidelight Protection -Landings 17. Water Htr.; Vent -Access -Combustion Air Baffle Smoke Detector 18. Water Pipe; Test & Anchor -Nail Protection Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection Bedroom Exiting 20. Shower Pan; Test, First Floor -Tub Access G.F.I. & Bath Fixtures & Tub Access -Spa 21. Test Tub & Shower, Second Floor -Tub Access Elec. Trim & Subpanel, Breaker Sizes & Labels 22. Gas Pipe; Sixe & Anchors Stairs & Rails 23. Fire Sprinkler; Test Fireplace or Stove, Clearance -Hearth 72. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 75. 24. Fixture & Transformer Clearance -Ins. Protection 76. 25. Elec. Receptacles Spacing -Lights & Switches at Doors 77. 26. Size Boxes & No. of Conductors Stapled 78. 27. Romex Installed Close to Edge of Studs & C.J. 79. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 80. 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 81. 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 82. 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral 0 Yes 0 No 32. Service -Riser Conductors & Ground Main Disconnect 83. 33. Equip. Clearances Panels-Motors-Mech. Equip. 84. 34. Clothes Closet Light -Shower Light -,Spa Light 85. 35. Smoke Detector 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings Date Water Well, Disconnect, Electrical, Plumbing Card B-1 Date Card B-1 Date Exterior Elec. Trim, G.F.I. Receptacle -Underground Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date 95. Card B-1 Date Card B-1 Date 96. Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Card B-1 Date Card B-1 41. Sills Proper Materials & Anchors Card B-1 Date Card B-1 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound Card B-1 Date Card B-1 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes _ 83. Following Instld./Drive O Yes 0 NoMalks 0 Yes 0 No/Planters O Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: rd i 13UTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES 'BUILDING"PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVIL'LE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.netldds PERMIT NO. P050067•' LICENSED CONTRACTORS 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, Issued Date: 02/03/2005 APN: 036-240-021-000 the Business and Professions Code, and my license Is In full force and effect. /p g Site Address: 111 GRIMONT RD ORO LlcenseCllass: , /C Date `s/T Contractor. Map. Index: Description: NEW MH NEW SITE PERM (1995) OWNER -BUILDER DECLARATION I hereby affirm under penally of perjury [hal I am exempt from the Contractors' Slate License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, Improve, demolish; or repair any structure, prior Owner: CLIMENT CHARLES V to Its Issuance, also requires the applicant for such permit to file a DBA CVC CATTLE CO signed statement (hat he or she is licensed pursuant to the provisions of 111 GRIMONT ROAD the Contractor's Stale License Law (Chapter 9, commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or OROVILLE, CA 95966 she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penally of not more than five hundred dollars ($500).): ' ❑ 1, as owner of the properly, or my employees with wages as their sole compensation, will do the work, and the structure Is not Intended or offered for sale (Sec. 7044, Business and Professions ..Applicant: SKYCREST ENTERPRISES Code: The Contractors' Slate License Lew does not apply to an COUSIN GARY'S HOMES owner of property who builds or Improves thereon, and who does such work himself or herself or through his or her own employees, 13468 HWY 99 provided that such Improvements are not Intended or offered for CHICO, CA 95973 sale. If however, the building or Improvements are sold within one 530-342-2694 year of completion, the owner-bulider will have the burden of proving (list he or she did not build or Improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business .. -• and Profdasions Code. The Contractors' Slate License Law does Contractor: SKYCREST ENTERPRISES not apply to an owner of property who builds or Improves thereon, . COUSIN GARY'S HOMES and who contracts for. such projects with a contractor(s) licensed pursuant to the Contractors' Stale License Law.). + ,• a •, I ^a�. 13468 H WY 99 CHICO, CA 95973 ❑ 1 am Exempt under Article 3 o(1he Business and Professions Code A .; 530-342-2694 Date: Owner: r . #: ,, � 4• Lioense 812930 - WORKERS' COMPENSATION DECLARATION `• ., , 1 hereby affirm under penally of perjury one of the following declaratjons: ❑ 1 have and will maintain a certificate of consent to self -Insure for i workers' compensation, as provided for by Section 3700 of the:. ' 'Architect: Labor Code, for the performance of the work for which this permit Is Issued. Engineer: ❑ I have and will maintain workers' compensation Insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is Issued. My workers' compensation Insurance carrier and policy number are: Carrier. n/� / `L Total Square Ft: 1995 S.F. P011cy#:.:7 fes' 6V7Fe % Valuation: $129,675.00 Census Code: O 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 the workers' compensation laws of California, and agree that if I should become subject to the workers' , compensation provisions, of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date:.: Date: Applicant: WA Moo Failure to secure workers' compensation coverage Is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), In addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code; Interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit s hereby' d u er lh applicabl provisions of the Butte Cnunly CodA a. nrifor I I hereby affirm that there Is a construction lending agency for the Resolutio to do , r indica d abo a or w e s h ve been paid. , (�f/` G— — performance of C e work for which This permit Is Issued (Sac 3087 Civ.) By. Name: /rDate: Address: PERMIT EXPIRES ON: Date ❑ I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safely Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification In accordance with Section 19827.5 of Callfornia'Health &'Safety Code Is not applicable to the scheduled construction of this project, :4 13Attached are copies of the required E.P.A..notificallon forms.. , , I hereby certify that I have read this application, that the above informellon'Is correct, and [hat 'l am the owner or the duly authorized agent of the owner. I agree to comply with all county and stale laws relating to building cgonnstrucllon.. I acknowledge llIvis unlawful to all the subsla ce of any official form or document of Butte County. thereby authorize represenlallves of Bulla Counlyter upon the above mentioned property for Inspects purpos e. ;I Q Print Name"`�� /4�5 ' ).? . .'(-,'Signature• Dater U Owner Conlraclor ❑ Agent for Owner ❑ Agent for Contractor COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: CL-► M rGnl T ASSESSOR PARCEL NUMBER o3 24O • O.-- 1 Proposed Building Use: i>) ew M 1-I E W r rE - ��Cou ter Technician: Date: t • ( 0-4>S' Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. j' 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. i 8. Manufactured homes: /,Data shee s -and installation inst,� Marriage line info, (Floor Plan, (D)Jje..d�an d plans, all in duplicate. JTT -❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner 0 14. Hazardous Material Form ,� 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable. 1/l 16. Other 0. P. Ae- w_. i ou-1 L Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers............................................................................................ 18. Agricultural Buffer cir and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required ........................................... ........ ❑ 20. Erosion Control Plan Required........................................................................ ........ 21. Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 22. City of Chico Plumbing permit........................................................................ �= 23. California Department of Forestry plan approval ❑ paid. Sent by: 24. Planning approval A Use: (B)Parking: C Parcel Check: ❑ 25. Contact Land Development about _ Improvements, _ Drainage ......................... 26. NPDES Form............................................................................................. ,Q 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Pre -Inspection for %required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier and Policy Number .......................................... ❑ 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... k 32. Letter of Signature authorization......................................:............................. 33. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 34. Manufactured home utility clearance............................................................... . ❑ 35. Existing violations and/or expired permits......................................................... ❑ 36. Deed Restriction�...�.�.................................................................................... ❑ 37. errant Deed, W4.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ 38. Other: ►ter e -en ❑ 39. Other: When issued Telephone 342 sa e-9 Al- and hold for pickup. I have been -informed of the above items and requirements for obtaining a building permit. numbered: 2. Additional items required I / �r Date: Plan Check Letter Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the abov dat by ❑ phone, ❑ mail, ❑ counter, bye Date: Plans reviewed by: Date: �- O Plans approved by: Date Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division CDR 1 - TTE C®UNTV DEPARTMENT OF: PUBLIC HEALTH. DIVISION OF ENVIRONMENTAL HEALTH SEPTICSYSTEM INSPECT P.O. Box 5364 INSPECTION CERTIFICATE C(HICO, CALIFORNIA 95927 7 COUNTY CENTER DRIVE TEL: (530) 891-2727 OROVILLE, CALIFORNIA 95965 g ` TEL: (530) 538-7281 The Sewage Disposal System was inspected at I FOR SEPTIC TANK Size LEACHING FIELD Gallons Length Material � feet Width No. of lines inches Rock Under Pipe The above dimensions meet the minimum requirements of Butte County Code Ch inches Additional leaching area will be required if experience shows it to be necessary.,apter 19. Remarks:! ® ® Lk leas UJ c Date: �® / S2 - 778R (Rev. 4/98)' I'a✓��/! _ �_. _ _ _� ._ . . BUTTE COUNTY DEVELOPMENT FEE CERTIFICATION FORM 0 FEATHER RIVER RECREATION AND PARK DISTRICT (FRRPD) ❑ CHICO AREA RECREATION AND PARK DISTRICT (CARD) ❑ PARADISE RECREATION AND PARK DISTRICT (PRPD) ❑ DURHAM RECREATION AND PARK DISTRICT (DRPD) Assessor Parcel Number (s) 0,3(o - -c/;� 1 Building Permit Number r)5- & 1-7 Property Owner (s Project Location /, Subdivision Name Assessable Sq. Ftge 1 q 1?115 Type of Residential Development (check one) New Development Single Family -Detached Single Family -Attached Alteration/Addition(s) Non -Residential to Residential Multi -Family Dwelling Mobile home Mobile home replacement verified by Assessor Department Demo Permit (date issued ) verified by Building Department -0 Comments: A"1r r!li�'1�110 ��//Y1�i ��/ C �JEr'l�9lid�P�P� i%��.�Y'. L,44W_-- >1 FRRPD 0 CARD ❑ PPRRjPD 0 DRPD certifies that: Applicant Name — v Phong Number /�' Oma - Mailing Address , City State Zip Has complied with requirements of the Butte County Board of Supervisors Resolution No. by Payment of: Dwelling Units @ $ per unit for a total of $ Square Feet @ $ per sq foot for a total of $ Remarks: Paid by Check No: Paid by Cash: Recreation and Park District K:\FORMS\BUILDING FORMS\park-rec standard form rev Ldoc Receipt No: /60(19' BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District opac, Building Department No. 050CG-7 A.P. Number C) 34,-.7 40 - 0 3 j, Jurisdiction: Citi County Property Owner CL- 1 1-1-41 Property Location/Addressf4 7- Subdivision Lot No. ....................... . .................................. ....................................... Residential Development Q Q Q Q I Sq. Footage I q95 No of Living Mobile Home Addition/ *Supplemental to (Group R) Units Installation Conversion Permit # ......................................................... *(No foundation Inspection) ....... Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Commercial/industrial Q Q Sq. Footage New Addition (including Exterior Roofed Areas) De Building D 7 air 7'nt Representative Date District Identification No. L 6V'a District certifies that ip —School (Applicant) G--V-L VV_ .11+ "R ,(Street Address) (Phone Number) Cara x,11 C� S1501 W. (City) (State) (Zip Code) has complied with the requirements of Resolution No. by payment of $ 4*tjr, k representing square feet. 2926 $ FULL MMGATION $ 4 1 —2-.) School District Representative Date L—S 0 d", k0 Paid by Check # Remarks: o Nofte: You may protest the Imposition of the ton klentl1led above by submitting a written protest to the Distrid. In compliance with Govern cont Code Section 66020(a). within 90 days from the date fen are paid. Failure to submit a timely written protest will'prohlbit you from challenging the Imposition of the ton In any court action. If, subsequent to the School District Represented" signing this Butts County Schoch Impact Fee CeirtlIftation Form, the School District Is notched by the appikable Local Planning Agency that this Project Is being reviewed under the Calffbnda Environvientall Quality Act (CEQA), dftproject may be subject to addftkmW school ton to fully mitigift.ft Impact on tie school dMrlcft schools. White (applicant), Yellow (building department), Pink (school district) % feeform.xis (10/03)dm.m . 0P PR��NT O ° 6QT7' o ��ic 0 Q �C�,�, 0 4 o ^ o �.m® g �LlC WO¢� Department .0 o u n t J. Michael Crump, Director of Public o f B u t Works LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville. CA 95965 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN 1 ACRE1 Project Description: Project Location and/or Parcel Number: its' By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: Date: f --D 5 Less than 1 Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/24/04 Butte County Department ofDe velopm ent Services YVONNE CHRISTOPHER, DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538.7601 Telephone (530) 538-7785 Facsimile Buildinq Permit Application Acknowledgment " I hereby acknowledge that I am voluntarily applying for a building permit without pre -approval from the Butte County Environmental Health Department. I acknowledge that I have submitted a septic and/or well application to the Butte County Environmental Health Department. I have been informed that the County of Butte has made no determination of whether or not the property on which the proposed development is to be located is considered to be a developable lot. Finally, I have been informed that no building permit will be issued without the Environmental Health Department clearance, and understand that compliance with Environmental Health requirements is required prior to clearance. Permittee Name Address,/,3 AP Number �' - 510 _Doi Permit Number I have read and understand the above ackn ledgment: Signature of Permittee Date Acknowledgment form.doc (6/04) 1. Uwner's Name: -fist l -i, I bt rk 2. Assessor's Parcel Number: On 3. Installer's Name: Z-� ti. T ► U r 4. Is the site currently under permit? Yes[ ] Nor] Permit No. 5. Is the site an existing site? Yes[ _ . NoT' ] (If yes, furnish two plot plans). 6. What is the electrical rating of the mobilehome? N" Amperes. 7. What is the mobilehome site circuit breaker rating? \';),z Amperes. 8. What is the electrical rating of the mobilehome site? Z Amperes. 9. Is the main service remote from the mobilehome site? Yesj J N-o'r,41 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.)? YesN ] No[ ] If yes, please identify the load and size: ' a) The mobile home site: Load- Amperes - b) The main service: Load- w <'w Amperes- 30 11. Type of gas service at mobilehome site: Natural[ J Propane[- ] None[ ] 12. Size of gas , pipe at the mobilehome site from the meter or.. tank: '3`1 inches. 13'. What is the gas pipe length from the meter or tank to the mobilehome? �S 14. What is the mobilehome gas demand? V^\fl 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 r el*�o ,yc -V11 -n4 9 oov ♦ rrl! s ry v i..�t a. S -rc�� / i !t �"t.�� Yp' G� COF FIRE SAFE REQUIREMENTS AP# PERMIT NAME Under authority of. Public Resources Code Sec. 4290, the following checked items are required by the Butte County Fire Department and made ,a part of this pejrnit. These requirements are minimums and may be superseded by Butte County local regulations, which equal or exceed these standards. Butte County Building Inspectors will make compliance inspections. Drivewav Standards (X] Surface. All driveway surfaces and structures (bridges, culverts and other appurtenant structures which supplement the roadway bed or shoulders)- shall provided unobstructed access to conventional drive vehicles, including sedans and fire apparatus weighing up to 40,000 pounds. [X] Grade. Not to exceed 16 percent unless paved. Driveway Radius [XI No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of 4 feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100-200 feet. (X] 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 1C0 feet radius. [X] Turnarounds. If required, will have a minimum turning radius of 40 feet from the center,of the road. (X] Turnouts. Shall be a minimum of 10 feet_ wide and 30 feet long with a minimum 25 -foot taper on each end. [XI Width. All driveways shall provide a minimum 10 -foot traffic .lane and unobstructed vertical clearance of 15 feet along its entire length. [Xj Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a tumout near the midpoint of the driveway. Where a driveway exceeds 8C0 feet, turnouts shall be provided no more than 400,feet apart. Gates [XJ 1. Gate entrances shall be at least two feet wider than the roadway they serve. 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 the roadway. 3. Where a one-way road with a single. traffic lane provides entrance, a 50 -foot turning radius shall be used. Setback for Structure Defensible Soace (X] Maintenance of Defensible Space. To ensure cmVnued maintenance of properties in conformance with these standards'and measures and to assure continued availability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provided for by the landowner. 1. All parcels 1 acre and larger shall provide a minimum 30 -foot setback for buildings and accessory buildings from all 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. (X] 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. Disposal shall be completed prior to completion of road construction or final building permit inspection. Other Requirements [ ] If Building Setback is 15 to 30 Feet: ,,' Class A or B roof V Enclosed eaves (] If Building Setback is Less Than 15 Feet — Class A or B roof with enclosed eaves and choose any 2 of the following: ❑ Metal or no doors on side toward property line with insufficient setback ❑ 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: o Stucco — 3 coat o Hardi-Board or Plank o Masonry o Masonry Veneer o Metal o Other Butte County Fire Department approved materials Date -41 2 Signature PERMIT NAME Under authority of Public Resources Code Sec. 4290, the following chec: ed items are required by the Butte County Fire Cepartment and made a part of this pe5pnit. These requirements are minimums and may be superseded by Sutte County local regul9tions, which equal or exceed these standards. Butte County Building Inspectors will make compliance inspections. Driveway Standards [X] Surface. All driveway surfaces and structures (bridges, culverts and other appurtenant structures which supplement the roadway bed or shoulders) shall provided unobstructed access to conventional drive vehicles, including sedans and fire apparatus weighing up to 40,000 pounds. N Grade. Not to exceed 16 percent unless paved. Driveway Radius [X] No roadway shall have a horizontal inside radius of curvature of less than 50 lee, and additional surface width of 4 feet shall be added to curves of 50-1 CO feet radius', 2 feet to those from 100-200 feet. (X] The length of vertical curies in roadways exclusive of gutters, ditches and drainage structures resigned to hold or divert water shall be not ;ess than ;CO feet radius. [Xj Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. (X] Turnouts. Shall be a minimum of 10 feet wide and 30 feet. long with a minimum 25 -foot taper on each and. [XJ Width. All driveways shall provide a minimum 10400t traffic lane and unobstructed vertical clearance of, 15 feet along its entire length. [Xj Tumouts. Driveways exceeding 150 feet in length, but less than 300 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 8C0 feet, turnouts shall be provided no more than 400 feet apart. Gates [X] 1. Gate entrances shall be'at least two feet wider than the rcadway they serve. 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 the roadway., 3. Where a one-way road with a single traffic lane __provides entrance, a 50 -foot tu.ming radius shall be used. C Setbac% for Structure Defensible Soace [x] Maintenance of Defensible Space. To ensure colinued maintenance of properties in conformance with these standards'and measures and to assure continued availability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provided for by the landowner. 1. All parcels 1 acre and larger shall provide a minimum 30 -foot setback for buildings and accessory buildings from all 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. [x] 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. Disposal shall be completed prior to completion of road construction or final building permit inspection. Other Requirements (] If Building Setback is 15 to 30 Feet: ,o,' Class A or B roof V Enclosed eaves [ ] If Building Setback is Less Than 15 Feet — Class A or B roof with enclosed eaves and choose any 2 of the following: u Metal or no doors on side toward property line with insufficient setback cl Interior automatic sprinkler system per NFPA 13D o Glass area not to exceed 10% of wall area toward property line with insufficient setback a Siding from the following list: o Stucco — 3 coat o Hardi-Board or Plank o Masonry o Masonry Veneer o Metal o Other Butte County Fire Department approved materials Date Signature AND -WHEN RECORDED MAIL TO: i BUTTE COUNTY BUILDING DIVISION a COUNTY CENTER DRIVE OROVILLE, CA 95965 2005-0006 1 G Recorded Official Records Count yy Of - BUTTE CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 09:41AM 02 -Feb -2005 REC FEE 10.00 CONFORM 1.00 Kathy Page 1 of 2 AGRICULTURAL STATEMENT OF ACKNOWLE97—' FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situated in the County of Butte, State of California, described as follows: SEE ATTACHED LEGAL DESCRIPTION Date 12--10-07 PROPERTY OWNERS: Catherine Barcena State of California County of Butte On k OL—10-x` t before me, 1��c'ee� Z.L—z�.w�vr,eSS personally appeared f-�V\t LSat-c Py;a ^p�T knowAAe-me (or proved to me on the basis of satisfactory evidence) to be the person fO) whose name( is/aA subscribed to the within instrument and acknowledged to me that bk/she/tl#y executed the same in hK/her/tgkir authorized capacity(igt), and that by bli/her/thpfr signature on the instrument, the person or the entity upon behalf of which the person($) acted, executed the instrument. WITNESS my hand and official seal. Signature Seal: 1ATHREEN Z. LAMMERS APN: 036-240-021 ® COMM. # 1492245 NOTARY COUNTY OF UTTE Comm. Expires May 27, 2008 All that certain real property situate in the State of California, County of Butte, described as follows Parcel I: Lot 4, as shown on that certain parcel;map; recorded in the office of the recorder of the County of Butte, State of California, on April 30; 1980, in Book 76 of Maps, at page(s)67. Parcel II: A non -Exclusive easement over, that:portion-'0f^parcels..1 thru 3 lying within Grimount- Road,. as shown- on- that certainParee1 Map; ,recorded in the office of.the. recorder of the County of Butte, State of Califoinia, on April 30, 1980, in Book 76 of Maps, at page(s) 67'. Parcel ffl: A non -Exclusive Easement for road and public utility purposes over that portion of.parcel 1, as shown on that certain ,parcel map, rgcorded in the office of the recorder of the County of Butte, State of California, on March 6, 1.974, In. Book:.42 .of maps at page(s) 25. lying within that certain 60 foot road. and public utility easement as shown on said map. APN: 036-240-021 DESCRIPTION: All that certain real property situate in the State of California, County of Butte, described as follows Parcel I: Lot 4, as shown on that certain parcel;map; recorded in the office of the recorder of the County of Butte, State of California, on April 30; 1980, in Book 76 of Maps, at page(s)67. Parcel II: A non -Exclusive easement over, that:portion-'0f^parcels..1 thru 3 lying within Grimount- Road,. as shown- on- that certainParee1 Map; ,recorded in the office of.the. recorder of the County of Butte, State of Califoinia, on April 30, 1980, in Book 76 of Maps, at page(s) 67'. Parcel ffl: A non -Exclusive Easement for road and public utility purposes over that portion of.parcel 1, as shown on that certain ,parcel map, rgcorded in the office of the recorder of the County of Butte, State of California, on March 6, 1.974, In. Book:.42 .of maps at page(s) 25. lying within that certain 60 foot road. and public utility easement as shown on said map. APN: 036-240-021 GRANT OEM APa�•o�n !OR A VA AAI LE OOMBOVAT10N,:w040,01 ~_M hweby'e�la�or�t�4 RMAY T. MULE. JL wWVVMTM A RUMM,N.Mbond er✓ Wft CKAMM V. CLAMM, amwKrAn M mm on mw P"tj-Ns» w*mwporaw w d tr: cm* oP MUTM M SEE ATTACH= I SWkL DEWJWn1Oli owl BMIs of 0�lrtra d�atid 95 -183.73 Ii.oaa -r+. rIr pwss.�o. owv.AV OrdW Na Emow No. 4M-1 MAM A /� 1 95-a:18.37 + '1' Lo�n`Nb P.,ec Fee 9.00 i.:DOC 19.25 .- 1MMEk_ REOORM MAIL to: Ricorded. I - Chick. 2S. 2S' ;/ �. OZ.Sicial Records I CK4MEg V. ( bWJT Go.unty of 2217 WELDOM WAY Butie, 1 gAC;gAMENTO.. CA Celn4egr' J. Grubbe I Ci, y Recorde'r" June 5 1995 ..� .. own 8cO0ae .7 -'Jun -9S. 1 MVTC FM 2 . , nwoe wai nr.uaroe:�oo�w::aia' MNL TAX STATEMEM TO; OOCt [1fTl1RY 711AN8kFJ1.TAK.fuffi gppM mi go oYdi�ilm;or vlY ii Fadab OR. SAM AB ABOVE X Uio ad. iarlr a�` 14" GN IM GRANT OEM APa�•o�n !OR A VA AAI LE OOMBOVAT10N,:w040,01 ~_M hweby'e�la�or�t�4 RMAY T. MULE. JL wWVVMTM A RUMM,N.Mbond er✓ Wft CKAMM V. CLAMM, amwKrAn M mm on mw P"tj-Ns» w*mwporaw w d tr: cm* oP MUTM M SEE ATTACH= I SWkL DEWJWn1Oli owl BMIs of 0�lrtra d�atid .l I/ ,' P AW M. _ ;/ �. COUNVY c f Butte I Ci, y �_A' _�. June 5 1995 ..� .. own `• Chellp A. Miller. Pe—mom-j nenry 1-• Ruj ,, .i X. _ - X1100 'Yr711.1 r we r i avat !r' nvOA vm.%U* d *"Wo it :. we woomo o..M, oa,&w Mar - r►'�M' b h an- rrern :rw-err.:--�.••_-�wr.lr' IM•q.•a10d'�►s wai b.Nlr/iwlNr' �eM,Md ��'. s•:.� "-'ra+� u-. •���;.. '� �\ t• wrd! f; ar�•ar,b1 M•w4�s• . r, ernewa VATWFBa s1 ion,.•,. r SITE PLAN REVIEW APPLICATION Date: / ,2- OS AP# Permit Number (if applicable) 05--0067 APPLICANT INFORMATION' Owners Name: Owners Address: Telephone No.: Situs Address: Proposed Use: Parcel Size: (R. q �-63i C� ��A,-V e Residential ❑ New Single Family Residential Single Family Addition Mobile Home Residential Accessory ❑ Permanent Second Dwelling _ ❑ Temporary Mobile Home (Aunt Minnie) r i4� r ❑ _Temporary Travel Trailer I: Multi -family . z ._... _Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: (if necessary): ❑ Single Family Remodel ❑ Commercial Remodel;_.._... - ❑ Industrial Remodel ` ❑ Well DO NOT WRITE BELOW THIS DEVELOPMENT SERVICES INFORMATION (For Staff Use) /UO /J'nic�rnt nu Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved' By Date �- Page 1 of 5 s ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and -requirements) ElExpansive Soils (Test for expansive soils and if verified proper foundation design require a SRA - (CDF to determine specific; requirements) 100 -Year Flood Plain: (See attached) • Flood Zone: 4 • Flood Panel No.: _ 0 &60 7 UQV�Q Index Date: � 00 ❑ Sacramento River Reclamation District (Approval must be obtained from the Calif6rnia Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ❑ Detached Building UseTorm _ - ❑`Encroaclini`ent Permit ' - ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement - Zoning: Applicable Building Setbacks: . ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front Side 0 Side Street,—, Rear l� ► y . Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 - . Applicable Development Fees: Standard Fees Amount ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other Formula ------------------------------------------------------------------------------------------------------------------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building -permit:. Parcel Created -By ❑-Deeds,.- Date of Creation: - Legal Access Provided: ❑ No ❑-Yes Deed of Reference: - - Legal Access Required ❑ No ❑Yes Parcel Frontage on Publicly Maintained Road: El No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel '❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ ConStruct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 {JI Subdivision Map/Parcel Man: Map Date of Recording: A 0 Lot: ❑ Use Permit/Minor Use Permit Permit Number: Book:_ ' 7(,-, Page: 7 Date of Approval: Parcel Map/Subdivision Map[Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. _ - - ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to. meet -the. emission �... requirements of the California Clean Air Act of 1988, as amended... - ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan _ must be prepared by a registered civil engineer or other .qualified professional and be' submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate ' Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development.. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for roa 7 Page 4of5 0 0 Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CALarrys\Building Permit Site Plan Reviewl.doc Page 5 of 5 AAAI1 3,._.... Ilk• a o (� wN�NnC���Ipp� _ {� /3W.63 i� /3SG. SG'/R r9ic.w •�.v/ �j .�jt` y m N t� ft1 R1'w N 0 A a�2� m"gyp �iRa aA.� �mvm �mm a N� ° 4'�•NaOa�' I• �� �p�Q�O;� 9� �Q W. �Zf�^ �N� � �l�l ��m2 j R, ?, NLG%9'�'E /dCO. ri•/L _ pw F V. t�Y.'•�-r: �' UI Q '. ?Lp0%'.--NGG'/9 "✓9'E. /320.0] '" �f'• - R � ;� ��.. — �� m tiu � n� e ; �•• Q A� •� ° : : m � � � o R $ m � � off°, �; --- �? � '�•.,� '' . P' m 0 ���"" �• �. ' he n��?�, � � ® \ \•. (� n� j F m n � tel• � 'c .. A 'i � � ^ ' • . . ,\\__-- ,�; 1, � �I ` i . k:k W� 3 y � A\ i j \.••%. A9 � u 0 A \ 4V REG is ? �' QR `V�• " bl v., H ' 0 � y• rip v13 p IK- Rl {v mp2m \wk Q iti mei n ���ea `° y�yoaaa �0 �• � � m�o `� � o� � nq�� tia �.o�hh p � °o eyoa aem� doe n y�'?° �, °�otar otim°� n ri 00 o, q °c�mn #7'00.* usibm a' Circle . :"Sut°ter Creek" 3. Bedroom 2 Bath, 1995 Sq. Ft. .:Features in,this Model include: Butte County 4, w 4woronmental f �ealtlt E k . DatQ AOL. RINGING I�M�RICA FUN. . s .(/ •.. .. ... • ^1 .. '� .�. .72i 1 .?. l„ l�..l .`�i4x!?e'! Ss .ii 3 �.. . .. •'.'�::.... .. .. .�. RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 CORY of Document Recorded 17 -[tar -2005 2005-0014891 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. CATHERINE BARCENA REAL PROPERTY OWNERILESSOR 111 GRIMONT RD. MAILING ADDRESS OROVILLE BUTTE CA 95966 CITY COUNTY STATE ZIP SAME INSTALLATION MAILING ADDRESS, IF DIFFERENT SAME CITY COUNTY STATE ZIP SAME UNIT OWNER (if also property owner, write "SAME") SAME MAILING ADDRESS SAME CITY COUNTY STATE ZIP UNIT DESCRIPTION BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE MAILING ADDRESS OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP 05-0067 (530) 538-7541 BUIL PERMIT NO. TELEPHONE NUMBE VGNA'rWE UF LOCAL AGE 0 ICIAL ATE COUSIN GAR S DEALER NAME (if not a dealer sale, write "NONE") 91265 DEALER LICENSE NO SKYLINE HOMES 2005 0952 -CT MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAME/NUMBER C1-70-0414-T-A/B/C 48'X 13ri 60'X 26' ULI563656/7/8 SERIALNUMBER(S) LENGTH X WIDTH INSIGNIA/LABELNUMBER(S) REAL PROPERTY LEGAL DESCRIPTION ASSESSOR'S PARCEL NUMBER 036-240-021 CRR ATTACHED DESCRIPTION; All that certain real property situate in the State of California,, county of Butte, described as follows Parcel I: Lot 4, as shown on that certain parcel,map, recorded in the office of the recorder of the County of Butte,. State, of California., on April -30, !9.--$O.,.Jn Book 76 of Maps, at page(s)67. Parcel II: A non -Exclusive easement over that portion -of Parcels 1 tbru 3 lying within Grimount Roadas. shown. 0athat. certain Parcel Map, the. office of the recorder. oftlid-County -of Butto;'StAte of California, on April 30, 1980, M*, Book 76 of Maps, at page(s) 67. Parcel HI: ,k non -Exclusive Easement- for road and public utility .purposes. over that portion of 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 March 6511-9743, In Book 42 of maps at page(s) 25. lying within that certain 60 foot road and public utility easement as shown on said map. APN: 036 240011 BUILDING PERMIT NUMBER: 05-0067 Address or location of unit: 111 GRIMONT RD., OROVILLE, CA 95966 Legal Description of Real Property: AP#: 036-240-021 SEE ATTACHED (x) Mob ilehome/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: CATHERINE BARCENA Owner's address: 111 GRIMONT RD., OROVILLE, CA 95966 INSIGNIA OR HUD NUMBER: ULI563646/7/8 SERIAL NUMBER OR V.I.N.: C1-70-0414-T-A/B/C MANUFACTURER'S NAME: SKYLINE HOMES YEAR: 2005 OFFICIAL APPROVING INSTALLATION: A&/ ' DATE: ) �165 PHONE: (530) 538-7541 H.C.D. 513C y FOU---DATI0N` -: SYSTEM s , O ZJ C�RTIFICArI'E �F OCC PAl®TCy' � ' "fq lq �� �( il t -.I to\1't _l (l VPrfJt9� � M1'�U i N ti�,� �h f.. * ;.J �' 2 ���1 f c '� 1.. I. -i` � ,j, �. •fit R BUILDING PERMIT NUMBER: 05-0067 Address or location of unit: 111 GRIMONT RD., OROVILLE, CA 95966 Legal Description of Real Property: AP#: 036-240-021 SEE ATTACHED (x) Mob ilehome/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: CATHERINE BARCENA Owner's address: 111 GRIMONT RD., OROVILLE, CA 95966 INSIGNIA OR HUD NUMBER: ULI563646/7/8 SERIAL NUMBER OR V.I.N.: C1-70-0414-T-A/B/C MANUFACTURER'S NAME: SKYLINE HOMES YEAR: 2005 OFFICIAL APPROVING INSTALLATION: A&/ ' DATE: ) �165 PHONE: (530) 538-7541 H.C.D. 513C H.C.D. A77ArW. rU=rV .......... ........ SKYCREST ENTERPRISES 6239 DBA COUSIN -GARY'S HOMES 13468 HWY 99 530-342-2694 90-3504/1211 CHICO, CA 95973 DATE PAY TO THE $ 33 ORDER OF eYRI COUNTIES DANK 1-800-922-8742 NP FOR 11000r,239112 i:12LL3S0L,5l: 10 30�2 2L2 NAME: AP#: 6,5(. C3 '2- 1 DATE: Zr-VS 02/01/2005 08:32 5303429174 CHICO BLDG SYSTEMS PAGE 02 VAIT�CALIFORFAA NUMBER: BUSINESS. TRANBPOR'%A'TION AND 40113INO AGENCY DEPARTMENT OF HOUSING ANO COMMUNITY DEVELOPMENT h ^ A DIVISION Of COMB AND STANDARDS 6 L a MANUFACTURED HOUSING PROGRAM MANUFACTURER CERTIFICATE OF ORIGIN ❑ CHECK IF THIS' IB A DUPLICATE MCO -ENTER ORIGINAL MCO NO. MANUFACTUREQ HOME OR MULTI -UNIT MANUFACTURED HOUSING NUMBER OF OSSFD (SINGLE FAMILY DWELLING) ❑ MUMN (MULTI -UNIT MANUFACTURED MOUSING TRANSPORTABLE SECTIONS 3 CQMMERCfyL CQACH: OCCUPANCY GROUP MANUFACTURER NAME: MANUFACTURER LICENSE NUMBER: SKYLINE' HOMES INC 90002 MANuFACTURER AODRES : SUGGESTED RETAIL PRICE: 0: EAST BEAKER STREET WO DL ND CA 95776Z� $ 129, 348.00 S"" mre LOUD S Mo MANUFACTURER TRADE NAME: MODEL NAME AND/OR NUMBER: DATE OF MANUFACTURE: SUl4✓LERHILL NCD WBIONIAOR NUOLABEL NUMBER 0952—CT 1./25/2005 NAME 45VL DEALER OR TRANSFEREE (OWNERSHIP TRANSFERRED TOY CALIF. DEALER NUMBER OR DATE OF TRANSFER: TRANSFEDESIGNATION:S EE DE SKYCREST ENTERPRISES /COUSIN GARY'S HOYLF ULI 563656 1/26/2005 576 156 9EEDE W68 HWY 99` E^yv,`Vv CHICO._.CA 95973 TEXTRON FINANCIAL CORP INVENTORY CREDITOR ADDRESS: s,4 . BOX 16520 ST LOUD S Mo 6s3u1�05 SECTION MANUFACTURER SERIAL NUMBER '-6j NCD WBIONIAOR NUOLABEL NUMBER LENGTH INCHES WIDTH INCNES WEIG14T (POUNDS) ! CI -70-0414 --C ULI 563656 576 156 19P724 2 C1-70-0414—T—B ULI 563657 720 156 24,285 3 CI-70-0414—T—A U1.1 563658 720 156 25.565 TRANSPORTER NAME; BENNETT TRUCK TMNSFORT TRANSPORTER ADDRESS: P.O. BOX 179 DURE&4 CA 95938 Swal C BIM DESTINATION FOR UNIT DESCRIBED ABOVE: /NAME COUSIN GARY'S ROHEsew" 13468 H%TY 99 8 ?CO (A slr. 95973 z. 1 ammov wdw penalty of pwwm wwo m8 I"* d Br Btm of C84bmb ma Br aee.a taw wv Ino Ana cancel 1/26/2005 of WOODLAND YOLO CA (Delp t a► icamr) Hoe) BIOMATURE OF AUTHORIZED AGENT: ORIOINA► (FINN) FORWARD TO TME IMIENfORY CRlDITOR UNLESS THERE IS NONE. THEN FOMWO TO THE PURCHASER (OMER OR TRANSFEREE). COPD 1 NOME) FORWARD TO THE DEPARTMENT AT.P.O. BOX 1828, SACRAMENTO. CA ONIZ-1828. WITHIN FIVE IS) DAPS OF ReLEABE. COPY t (YELLOW) DELIVER TO THE TRANSPORTER TO ACCOMPANY 111E UNIT TO ITS DESTINATION, COPY 3 (OOLOENROD) TO BE RETUNED BY THE MANUFACTURER Nt;t1 403 A - CIAO .. 17007T C , e" Building Permit Number: 0,57-006 ? Owner Name: G L/ M LNT - Residential Construction Requirements IMPORTANT This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or alterations on same without 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 2001 California Building Code (2001 U.B.C), 2000 California Plumbing Code ( 2000 U.P.C.), 2000 -California Mechanical Code (2000 U.M.C.) and the 1999. California Electrical Code (1999 N.E.C.) COMPLY WTTH ITEMS CHECIRED BELOW Your parcel lies within a designated 100 -year flood plain. Finish floor, electrical, H.V.A-C. equipment and services shall be a minimum of one foot above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate will also be require Note: We will normally accept the following as compliance with the flood elevation - requirements: 1. Building is anchored to concrete stemwall system with conventional anchor bolts. 2. Building plate on top of stemwall to be one foot or more above the 100 -year flood . elevation. (Plate height less than 24" above grade, or engineered design required).. 3. Electrical, heating, ventilation, plumbing and air conditioning equipment and facilities located above the plate. 4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total net area of not less than 1 square inch for every square foot of enclosed area. 5. The bottom of the openings shall be no higher than 1 foot above grade. 6. The openings may be screened or covered with other devices that will permit automatic entry and exit of floodwater. 41 Page 2of 2 Building Permit Number: Owner Name: Parcel lies within the State Responsibility Area (SRA). Comply with attached 0 requirements. t Fire sprinklers are required in this structure. The following parcel map requirements shall be met: All structures and equipment including overhangs shall be clear of all easements. . A setback of feet from the side and feet 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. t -----�2� 2'-7•-2'-3' It-oo �-�------12'------�- 4?'-� s'-8'--1 M-----� ,ju ``. Z O I L9 ®® t ------ ---- t } CD ui Z CL CL 28`-6• 39'-0" 45,-0° t -53' 870 Iggo� 2970# 2610# = _ 1530# J S�l`2�.r --ca 5'-4• -----12' !2 4' t REVIN'EO t 7'�" * 16'-0" 2V-2' 42'-6" C Ra4ti) AMSWNTS R ONFO i 1530 1530¢ 3840# 3840#ASSE$$�MT SERVICES N0Y 2 Zt1d3 t OAPPA -UiSiiERrebRrrER EABaRATORPES, (14C. S 9_--_5'-4'- � 16• � ZI'-4'_ I 5,4 � . 3.55 INS MEET 15 TO BE INSERTED. UT}i SUPPLE TENT TO FIELD INSTALLATION MANUAL MR 20# ROOF ZONE SMV LOAD. SEE ABOVE.PRINT FOR LOAD WOUIREMENTS AND LOCATIONS. 20f ROOFrttvn — 039-3t-2B-eaTH (/4et 3 ?AG) UYE LO,4U 6 VOL. I — SfC- 4 LL, ( 51 PG.6-97F Egam t 2 RAw �G� t4um R D952—CT. 0s-ao6?7 SKYLINE CORPORATION MANUFACTURED HOME INSTALLATION MANUAL p BUTTE COUNTY BUILDING DIVISION APPROVED �= S�LiNEo BRINGING Amma HOME. BRINGING Awn [ON. TABLE OF CONTENTS Chapter 1 — Introduction ................................................. 4 Double Wide Exterior Closure ................35-37 - Masonite Siding.....................................35 Chapter 2 — Definitions................................................... 5 - Vinyl Lap Siding ...................................... 36 - HardiPanel & HardiPland Siding ............37 Chapter 3 — Site Preparation Installation of Shingle Roof ....................38-39 Zone Maps .................................................. 6 Double Wide Utility Interconnection .......40-43 Grading ..Soil ..................................... Site Gradin 7-8 - Bonding .................................................. 40 Description of Soils ..................................... 8 - Electrical Crossover ............................... 40 - Heating Crossover.................................41 Chapter 4 — Foundation and Support Requirements - Gasline Crossover .................................. 42 Piers 9 - Waterline Cross Connect ....................... 42 ............................................................ Design Requirements .................................. 9 - Drainline Cross Connect ....................... 43 Design Procedures ................................. 9-10 Installation of Exterior Light Fixtures ...........43 Acceptable Footings .................................. 10 Venting of Skirting and Crawlspace............. 43 Placement in freezing Climates ................. 10 Metal Roof Tightening.................................43 Proper Sizing of Footings .......................... 10 Porches & Decks ......................................... 43 Permanent Foundations ............................ Flood -Prone Areas .................................... 10 10 Chapter 6 — Installation of Optional Features Severe Wind Areas .................................... 10 Dryer Electrical Dr Venting Y ................................. 44 Special Snow Load Conditions .................. 10 Gas Dryer Installation .................................. 44 Important Reference Documents .............. 10 Gas Water Heater Venting ........................... 44 Typical Installations ................................... 11 Grill/Range Venting.....................................44 Typical Pier Construction ........................... 12 Paddle Fan Installation...........................45-46 Support Requirements ......................... 13-15 -Flush Ridge Beam.................................45 - Single Wides........................................ 13 -Protruding Ridge Beam .......................... 46 - Double Wides.................................. 14-15 -False Beam ............................................ 46 Sidewall Openings ..................................... 15 Air Conditioning Electrical Connect ............. 47 Pavilion Dormer Blocking .......................... 16 Evaporative Cooler ...................................... 47 Footing Sizes ....................................... 16-17 Dealer Installed Blend Air............................ 48 Expanding Rooms, Slide -Outs .................... 49 Chapter 5 — Set -Up Procedures Site Attached Structures ............................. 49 Moving Home to Location .......................... 18 Garage Ready Units .................................... 49 Positioning Home ...................................... 18 Hinged Roofs and Eaves ............................. 49 Leveling g and Blocking """""""""""""' 18-20 Ceiling Fans................................................49 - Single Wides................................... 18-19 Telephone and Cable TV ............................. 49 - Double Wides....................................... 20 Fireplace Installation ................................... 49 Adjustable Outrigger ................................. 21 Field Installed Hearth..................................49 Use of Water Level .................................... 22 Field Installed Fireplace Chimney ............... 50 Double Wide Interconnection ............... Tie Down Instructions...........................25-26 23-24 Chapter 7 — Utility System Connection and Testing Over -The -Roof Straps ............................... 26 Water........................................................... 51 Anchor Tables Wind Zone I .................. 27-29 Drainage -Connection................................51 Anchor Tables Wind Zone II &III .......... 30-31 Drainage - 1, 1-1/2, 1-3/4 & 2 Bath .............51 Anchor Tables for 102" Sidewalls ............... 32 Gas...................................................51-52 Longitudinal Tie Down Instructions ........... 33 Electrical ...................................................... 53 Tie Down Example .................................... 34 Outside Panel Box ....................................... 53 Electrical System Test ................................. 53 Multi -Section Frame Bonding ...................... 54 WARNING ONLY EXPERIENCED PERSONS KNOWLEDGEABLE OF MANUFACTURED HOME SETUP PROCEDURES SHOULD SET UP THIS HOME Typical Under -Chassis Feed Connections .................................... 54 Typical Meter Base Installation .................... 54 Meter Base & Panel w/Masthead ................ 55 Chapter 8 — Protective Window Coverings .................56-61 Chapter 9 — Final Inspection Final Inspection...........................................62 Installation Inspection Checklist .................. 62 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 SOME- ONE UNFAMILIAR WITH MANUFACTURED HOME INSTALLATION TO PERFORM THE INSTALLATION. SET-UP SHOULD BE DONE ONLY BY QUALIFIED PEOPLE. WHOEVER DOES THE SET-UP SHOULD GUARAN- TEE THEIR WORK IN WRITING FOR A REASONABLE TIME AND SHOULD, IF NECESSARY, AGREE TO RELEVEL THE HOME WITHIN 90 DAYS AFTER THE INITIAL SET-UP. 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 comprehensive 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 installa- tion 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 during installation. On private property, zoning or development covenants may apply and should be taken into consideration. NOTE: Preparations of the site when accomplished by others than the home installer, may not be in accordance with these instructions. THE IMPORTANCE OF CORRECT SET-UP CANNOT BE OVEREMPHASIZED. Correct set-up is absolutely essential 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 MINI- MUM 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. 4 REVIEWED AND ISSUED BY CONFORMITYASSESSMENT SERVICES MARCH 31, 2003 DAPIA-UNDERWRITERS LABORATORIES, INC. The recommended procedures contained in this manual are intended to assist in proper installation of this home. Field experi- ence may justify alternate acceptable procedures 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 advanta- geous, 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 SET-UP, 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 SUPPLEMENTS TO THIS MANUAL. CONTACT YOUR FACTORY OR DEALER IF THIS HOME HAS ANY SUCH FEATURES 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 SET-UP. No one should be allowed under the home unless it is securely in place, even if it is not moving. The technical content of the 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 building or structures, and accessory equipment for exclusive use of the home's occupants. STABILIZING SYSTEM: A COMBINATION OF PROPERLY INSTALLED ANCHORING AND SUPPORT SYSTEM STAND, MANUFACTURED HOME: That area of a manufactured home site which has been reserved for place- ment of a manufactured home. SUPPORT SYSTEM: A combination of footings, piers, caps and shims that will, when properly installed, support the manufactured home. 5 Chapter 3 SITE PREPARATION ZONE MAPS OF THE UNITED STATES ROOF LOAD ZONE MAP •• r #81 ❑ SOUTH ❑ MIDDLE ® NORTH AZ NM OK AR MS AL GA Tx I A ! r 1 AK HI " ❑ ZONE I El 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. Iberville, 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, Pender, Perquimans, Tyrrell and Washington SOUTH CAROLINA - Beaufort, Berkeley, Charleston, Colleton, Dorchester, Georgetown, Horry, Jasper and Williamsburg. 6 MT ND OR MN ID SD yYI WY MI NV Ct NE UT - IL IN OH CA CO Ks MO KY ' TN AZ NM OK AR AK HI ZONE I ZONE 2 ❑ ZONE 3 HEATING AND COOLING ZONE MAP PA NY IN WIND ZONES II AND III, UNLESS THE HOME AND ITS ANCHORING AND FOUNDATION SYSTEM HAVE BEEN DESIGNED FOR THE INCREASED REQUIRE- MENTS OF EXPOSURE'D' OF ANSI/ASCE 7-88, IT SHOULD NOT BE LOCATED WITHIN 1500 FEET OF THE COASTLINE. WIND ZONE II (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 - Costal 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 installa- tion cannot be overstated. All vegetation must be removed from under the home site. The site must be properly graded and sloped to provide for storm drainage runoff. In particular, the area under the home must be graded to prevent water accumu- lation. 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 ACCUMULATION. EXCESSIVE MOISTURE UNDER THE HOME CAN CAUSE UNNECESSARY DETERIORATION, AND CAUSE CONDEN- SATION PROBLEMS, WHICH COULD AFFECT THE HOME'S WARRANTY. IT COULD ALSO AFFECT THE STABILITY OF THE FOOTINGS AND PIERS WHICH SUPPORT THE HOME. If the home is to be perimeter skirted or "pit -set," ventilation of the under -floor area is required to minimize the effect of mois- ture 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 manufac- tured home placement 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 foot- ings should be determined. A pocket penetrometer (available from engineering supply houses) or other method acceptable 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 AFFECT THE 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 DO CROWN AND GRADE SITE TO DON'T GRADE SLOPE AWAY SITE SO THAT FROM HOME WATER COLLECTS BENEATH THE HOME la D• CROWN• -- - AND GRADE ��� SITE TOSLOPE �Z��Z� • AWAY -n=11=II'-11-11�.I(=11=11.=11.-11=11,=11.=11=11.-11=11.=u�,�-�. - • • � 11.-11 :I_I'=11:-11:=11. ;11.-11.,=,:11,�II. II. • ?II=11=.11.=.11.=u- .��-........... - ........ _� ... --��-ii=u.=11=IIP SII. 11.-11.-11. ;11-11.=11.-11.-11 11.-11.- Ir.11. 11.-11.-11.-11.-11.=,.11.-.11.-11.-11.-11.-11.=11.=11:-11'-11:m11�.11=1I.^II.=11.-1I. I 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 1,500 Silty Gravel, or Clayey Gravel Clay, Sandy Clay, 1,000 Silty Clay, or Clayey Silt Uncompacted 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 8 CHAPTER 4 FOUNDATION AND SUPPORT REQUIREMENTS NOTE: This chapter covers only foundations. Page 11 summarizes the usual types. Set-up procedures and methods for securing the home to its foundation are discussed in Chapter 5. A home that is certified for a higher roof load zone than the area that it is installed, may be set on a foundation system that is designed for the roof load zone for that area of the country. For example, a home that is certified to withstand a 30 PSF roof load is installed in a 20 PSF roof load zone area. The support under the home need only be designed for the 20 PSF roof load, in accordance with the requirements set forth in this manual. 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 pressure treated wood, capped and shimmed with wedges, or adjust- able 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 block- ing 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 distribute 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. Select manufactured pier heights so that their adjustable risers do not extend more than recommended by the manu- facturer when finally positioned. All piers must rest on footings that either extend below the frost line or are otherwise protected from frost ef- fects, and are placed on either undisturbed soil or com- pacted 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 open- ings 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), at Pavilion dormers, under porch posts, wood stoves, and under the expected locations of heavy pieces of furniture such as pianos, organs, waterbeds, etc. 9 FOUNDATION AND SUPPORT REQUIREMENTS (Continued) DESIGN PROCEDURES (Continued) Footings. Support every pier with a properly designed footing, as follows. ACCEPTABLE TYPES OF FOOTINGS. Concrete. Footings may consist of precast or poured -in-place concrete, pads, slabs, or ribbons with a 28 -day compressive strength at 3,000 psi. 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 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 loadbearing capacity and resistance to decay. PLACEMENT IN FREEZING CLIMATES. Conventional Footings. For frost -susceptible soils, to preclude 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 registered professional engineer, compatible with the anchor- age requirements of Chapter 5, and acceptable to the local authority 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 acceptable for this purpose by the local authority having jurisdiction. 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 de- pends upon the load -carrying capacity of both the piers and the soil. See Table 4 for recommended footing sizes. See Table 4B for minimum required concrete footing thickness. Footing size in no case shall be less than 144 sq. in. or smaller than the pier it supports. Permanent Foundations. Check local building codes and regulations and consult a registered professional or structural engineer when you are setting your home on a permanent 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. 10 Flood -Prone Areas. Skyline Corporation does not recommend 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 the home design and construction conform to applicable federal, state and local codes and regulations. The FEMA publication listed below contains design and construction recommendations. Severe Wind Areas. Special foundation and anchoring tech- niques are required when locating in a severe wind area. 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 Installations," 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, CD 20410. • "All Weather Wood Foundation Systems Manual," National Forest Products Association, 1619 Massachusetts 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. DATION AND SUPPORT REQUIREMENTS (Continued) MANUFACTURED HOME INSTALLATIONS SINGLE OR MULTI -SECTION HOMES TYPES 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, frost 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 connection 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. TYPICAL FOOTING PADS FIG. 4-1 11 16✓� `\Y '-,,l 6- j \/ SINGLE PAD FOOTING r. �� SINGLE PAD FOOTING 24" �11 1/4" Ir". DOUBLE PAD 6" FOOTING R<>•� DOUBLE PAD „rte TRIPLE PAD FOOTING Y F'<T ,�, I, .� DOUBLE PAD FOOTING FOOTING ,TWO DOUBLE PAD FOOTING��Y%iTRIPLE LOAD DISTRIBUTING PAD FOR SUPPORT MOUBLE PAD FOOTING 'LOAD DISTRIBUTING PAD PAD FOOTING FOR SUPPORT (24" X 24"X 4") QUAD PAD FOOTING 16"x16"x4" CONCRETE PAD FOOTINGS 8"x16"x4" CONCRETE PAD FOOTINGS 2"x12"x24" WOOD PAD FOOTINGS 11 FOUNDATION AND SUPPORT REQUIREMENTS (Continued L rn s .c CD co 0 N r TYPICAL PIER CONSTRUCTION eam 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. Cap — Wood or concrete, 2" x 8" x 16" installed with 16" dimension perpendicular to the I-beam frame. Single open or closed cell concrete blocks 8" x 8" x 16'. (open cells placed vertically upon footer) installed with 16" dimension perpen- dicular to the I-beam frame. Footing - Solid concrete or other product approved for the purpose. / Size according to Table 4. i Ground Level Footing below frost line when subject to frost heaving. 1/ 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". ;oncrete grouting 6.30 9B Steel reinforcing bars For piers exceeding 80 inches in height the concrete blocks should be filled with concrete grouting and steel reinforcing rods should be 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. Fi AVERAGE DEPTH OF FROST PENETRATION — IN INCHES SOURCE: U.S. Dept. of Commerce Weather Bureau 12 FIG. 4-2 DIF ATIO N AND SUPPORT REQUIREMENTS (Continued) SUPPORT REQUIREMENTS The design loads and minimum footing sizes used in the The support requirements for homes designed for 60 PSF and selection of the support structure are set forth in Table 4. higher roof load (and those specifically indicated middle and The loads and footing sizes are the minimum values to be north zone homes) are found in the supplement accompanying used for the support structure and are based on the this manual entitled "Manufactured Home Installation for. Perim - indicated roof live load and a floor live load of 40 PSF. eter 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 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". fill,'''' < 6'-0" ' < 8'-0" ` CERT = #09703 SWA I I �I - a, I — F Pier A Pier B Pier C 0%� The average spacing for pier B would be (6 + 8) / 2 = 7 ft., therefore, 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. 13 12' WIDE HOMES 14' WIDE HOMES 16' WIDE HOMES Pier Spacing Under Main I -Beams (Ft.) 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) 40 PSF Roof Zone Pier Load (Lbs) 20 PSF Roof Zone Pier Load Pier Load (Lbs) (Lbs) 30 PSF 40 PSF Roof Roof 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 4780 5440 5750 5430 6160 6610 6070 6890 7470 10 5320 6040 6380 6030 6850 7340 6750 7650 8300 Wt. Per Foot See Note 4 532 604 638 603 685 734 675 765 830 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 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". fill,'''' < 6'-0" ' < 8'-0" ` CERT = #09703 SWA I I �I - a, I — F Pier A Pier B Pier C 0%� The average spacing for pier B would be (6 + 8) / 2 = 7 ft., therefore, 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. 13 FOUNDATION AND SUPPORT REQUIREMENTS (Continued) TABLE 2 ,_PIE__R-LOADING-UNDER MAIN 1 -BEAMS —' DOUBLE -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 minimum 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". < 6_01„ , < 8,_0„ I I I Pier A Pier B Pier C -+.2i .97 The average spacing for pier B would be (6 + 8) / 2 = 7 ft., therefore, pier B would be designed for 7 ft. pier spacing. 4. Concentrated loads at marriage line (see Table 3). 5. 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. 14 20' WIDE HOMES r 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 -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 r 7 3170 3610 3800 3680 ` 4180 4470 4130 4690 5140 4690 5250 5810 8 3630 4130 4340 4200 ' 4770. 5110 4720 5360 1 5880 5360 6000 6640 9 4080 4640 4880 4730 5370 5750 5310 6030 6610 6030 6750 7470 10 4540 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: 1. See Table 4 for minimum footing sizes based on pier loads and allowable soil bearing capacities. The footing sizes and pier loads are minimum 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". < 6_01„ , < 8,_0„ I I I Pier A Pier B Pier C -+.2i .97 The average spacing for pier B would be (6 + 8) / 2 = 7 ft., therefore, pier B would be designed for 7 ft. pier spacing. 4. Concentrated loads at marriage line (see Table 3). 5. 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. 14 FOUNDATION AND SUPPORT REQUIREMENTS (Continued) TABLE 3 PIER LOADING UNDER CENTERLINE BEAMS DOUBLE -WIDE HOMES NOTES: r 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 load consist of roof load 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 Typical door or window opening - Width varies see table below. Floor joists..-------* 4x4 block, 4' longer j Typical Pier` than joist spacing. j Installed such that it w spans joists on either side of door jamb. Pier in when Pier installed wh joist is not under joist is under door jamb. door jamb. sidewall A k E ► See note 6:'" SECTION 'A -A' TABLE 3A sidewall Floor joists Typical Pier 20' WIDE HOMES OPENING 24' WIDE HOMES 26' & 28' WIDE HOMES MAX. OPENING 32' WIDE HOMES MAX. OPENING Span Between Columns (Ft.) See note 1 Pier Load Pier Load (Lbs) (Lbs) 20 PSF 30 PSF Roof Roof Zone 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) 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) 40 PSF Roof Zone 6 900 1200 1500 1080 1440 1800 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 1 4000 2880 3840 1 4800 3360 4480 5600 3600 4800 6000 18 2700 3600 4500 3240 43205400 1730 3780 5040' 1 6300 4050 5400 6750 20 3000 4000 5000 3600 4800P7200 6000 4200 1 5600 7000 1 4500 6000 7500 24 3600 4800 6000 4320 5760 1320 5040 6720 1 8400 5400 1 7200 1 9000 NOTES: r 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 load consist of roof load 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 Typical door or window opening - Width varies see table below. Floor joists..-------* 4x4 block, 4' longer j Typical Pier` than joist spacing. j Installed such that it w spans joists on either side of door jamb. Pier in when Pier installed wh joist is not under joist is under door jamb. door jamb. sidewall A k E ► See note 6:'" SECTION 'A -A' TABLE 3A sidewall Floor joists Typical Pier NOTES: 1 1) Piers are required at all entry doors and window openings greater than four feet. 2) Piers are also required at bay windows where the sidewall opening is greater than four feet. 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 may be 10" max. 7) For piers between multiple openings, sum the loads for each opening to obtain the required load. 15 1 48" OPENING 78.5" MAX. OPENING 108" MAX. OPENING 121" MAX. OPENING Nominal Unit Width (Ft.) 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) 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) 40 PSF Roof Zone 12' 500 640 790 810 1050 1280 1110 1440 1760 1250 1610 1980 14 550 W0 870 890 1160 1430 1230 1600 1960 1370 1780 2200 16 600 780 960 980 1270 1570 1340 1750 2260 1500 1960 2420 18 650 840 1040 1050 1380 1700 1450 1890 2340 1620 2120 2620 20 440 570 690 720 920 1130 990 1270 1550 1100 1420 1730 24 500 640 790 810 1 1050 1 1280 1 1110 1 1440 1 1760 1250 I 1610 I 1980 26 520 680 830 860 1 1110 1360 1 1180 15201870 1320 1710 2100 28 540 700 860 880 1140 1400 1210 1570 1930 1350 1750 2160 32 590 760, 940 950 1240 1530 1310 1710 2110 1470 1910 2360 NOTES: 1 1) Piers are required at all entry doors and window openings greater than four feet. 2) Piers are also required at bay windows where the sidewall opening is greater than four feet. 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 may be 10" max. 7) For piers between multiple openings, sum the loads for each opening to obtain the required load. 15 FOUNDATION AND SUPPORT REQUIREMENTS (Continued) PAVILION DORMER BLOCKING 16 NOTES: 1) All units that have a Pavilion dormer require additional perimeter blocking. 2) Install piers under door/window openings and at each end of Pavilion wall. Install piers 4'-0" o.c. max between end of pavilion wall and door/window opening. 3) See table 3Afor required pier capacities under windows or doors. 4) Piers located at each end of wall and spaced 4'-0" o.c. shall support 1300lbs. min. 5) For roof loads in excess of 40 PSF, install piers per the "Manufactured Home Installation for Perimeter Blocking" supplement. TABLE 4 FOOTING SIZES FOOTING CAPACITY AT VARIOUS ALLOWABLE SOIL BEARING FOOTING SIZES (IN x IN) OR EQUAL AREAS (SQ. IN.) (,1000 PSF 1500 PSF 2000 PSF 3000 PSF 4000 PSF 6000 PSF 16"x16" ALLOWABLE 2665 SOIL BEARING VALUE 18"x18" S.•'r:::f '��%suy.. § w�#n A'i3• ��R. y lay. 4500 6750 REQUIRED e 1000 1 Pier required at locations marked with an arrow. 1500 PSF 2000 PSF 3000 PSF 4000 T T PSF PIER LOAD REQUIRED 16 NOTES: 1) All units that have a Pavilion dormer require additional perimeter blocking. 2) Install piers under door/window openings and at each end of Pavilion wall. Install piers 4'-0" o.c. max between end of pavilion wall and door/window opening. 3) See table 3Afor required pier capacities under windows or doors. 4) Piers located at each end of wall and spaced 4'-0" o.c. shall support 1300lbs. min. 5) For roof loads in excess of 40 PSF, install piers per the "Manufactured Home Installation for Perimeter Blocking" supplement. TABLE 4 FOOTING SIZES TABLE 4A COMMON FOOTING SIZES AND CAPACITIES FOOTING FOOTING CAPACITY AT VARIOUS ALLOWABLE SOIL BEARING FOOTING SIZES (IN x IN) OR EQUAL AREAS (SQ. IN.) (,1000 PSF 1500 PSF 2000 PSF 3000 PSF 4000 PSF 6000 PSF 16"x16" ALLOWABLE 2665 SOIL BEARING VALUE 18"x18" 2250 3375 4500 6750 REQUIRED e 1000 PSF 1500 PSF 2000 PSF 3000 PSF 4000 PSF 6000 PSF PIER LOAD REQUIRED TYPICAL REQUIRED TYPICAL REQUIRED TYPICAL REQUIRED TYPICAL REQUIRED TYPICAL REQUIRED TYPICAL CAPACITY AREA SIZES AREA SIZES AREA SIZES AREA SIZES AREA SIZES AREA SIZES (POUNDS) (SQ. IN) (IN.xlN.) (SQ. IN) (IN.xlN.) (SQ. IN) (IN.AN.) (SQ. IN) (IN.xlN.) (SQ. IN) (IN.xlN.) (SQ. IN) (IKAN.) 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 12x20 144 12x20 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 X4000 576 (,24x24 384 20x20 288 16x20 192 12x20 144 12x20 144 12x20 4500' 648 26x26 432 20x22 324 18x20 216 12x20 144 12x20 144 12x20 5000 720 26x28 480 22x22 360 18x20 240 12x20 162 12x20 144 12x20 5500 792 28x30 528 22x24 396 20x20 264 14x20 180 12x20 144 12x20 6000 864 30x30 576 24x24 432 20x22 288 16x20 198 12x20 144 12x20 6500 936 30x32 624 24x26 468 22x22 312 16x20 216 12x20 156 12x20 7000 1008 32x32 672 26x26 504 22x24 336 18x20 234 12x20 168 12x20 7500 1080 32x34 720 26x28 540 2424 360 18x20 252 14x20 180 12x20 8000 1152 34x34 768 28x28 576 24x24 384 20x20 270 1420 192 12x20 8500 1224 3436 816 28x30 612 24x26 408 20x22 288 16x20 204 12x20 9000 1296 36x36 864 30x30 648 26x26 432 20x22 306 16x20 216 12x20 9500 1368 36x38 912 30x32 684 26x28 456 22x22 324 18x20 228 12x20 10000 1 1440 38x38 960 30x32 720 26x28 480 22x22 1 360 18x20 1 240 12x20 TABLE 4A COMMON FOOTING SIZES AND CAPACITIES FOOTING FOOTING CAPACITY AT VARIOUS ALLOWABLE SOIL BEARING VALUES (Pounds) SIZE (,1000 PSF 1500 PSF 2000 PSF 3000 PSF 4000 PSF 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" 3555 5335 7110 10665 14220 21335 32"02" 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 18850 36" Round 7070 10600 14135 21205 — — TABLE 4B MAXIMUM FOOTING SIZE PER FOOTING THICKNESS Note: 1. Concrete blocks are 8"x16" minimum. 2. Steel piers have 12" square base minimum. 3. Double steel pier may not be used on this footing. 17 PIER Minimum Footing Thickness DESCRIPTION 4" 6" 8" 12" Single Concrete 30"x30" square 40"x40" square U):t-- am Double Concrete 38"x38" square 48"x48" square v Block 44" round � c' ESteel Single or Double 34"x34" square 45"x45' square Pier 40" round p0° Quad steel Pier 46"x46" square Single Concrete 22"x22" square 30"x30" square 38"x38" square W- Block 28" round 38" round 48" round EM Double Concrete 30"x30" square 38"x38" square 46"x46" square LL� U Block 36" round 46" round c Single or Double 26"x26" square 34"x34" square 42"x42" square C) m Steel Pier 32" round 42" round CD a> N00 Quad steel Pier 38"x38" square 46"x46" square 44" round Single Concrete 20"x20" square 26"x26" square 32"x32" square 46"x46" square 0Block 24" round 32" round 40" round vi a Double Concrete 28"x28" square 34"x34" square 40"x40" square av Block 32" round 40" round 48" round E .�' � Single or Double 24"x24" square 30"x30" square 36"x36" square Steel Pier 28" round 36" round 44" round C:,�, Quad steel Pier 36"x36" square 42"x42" square 48"x48" square 40" round 48" round Single Concrete 16"x16" square 20"x20" square 26"x26" square 34"x34" square 'o Block 20" round 24" round 30" round 42" round U). X @ Double Concrete 24"x24" square 28"x28" square 34"x34" square 42"x42" square m 28" round 34" round 40" round Block E rn U) Single or Double 20"x20" square 24"x24" square 30"x30" square 39'x39" square 0-.E- Steel Pier 24" round 30" round 34" round 46" round :) CCD m Quad steel Pier 32'x32" square 36'x36" square 42'x42" square 48'x48" square cn 36" round 42" round 48" round Note: 1. Concrete blocks are 8"x16" minimum. 2. Steel piers have 12" square base minimum. 3. Double steel pier may not be used on this footing. 17 CHAPTER 5 SET-UP PROCEDURES WARNING: WHEN SETTING UP THIS HOME, THE FOLLOWING PRECAUTIONS REGARDING JACKING MUST BE FOLLOWED. Moving Home To Location: Make sure the following items 8. Place 4" x 6" x 48" min. safety timbers between the T- are completed before placing the home: beams and ground in case of jack failure. Timber should be hardwood. • 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. Positioning Home. When not placing the home on a concrete 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. Then move the home or first section into position. Leveling and Blocking — Single -Wide Homes. 1. Before doing any jacking, place support piers for the home in the location under the home as specified in the home installation instructions. 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 the main chassis I-beam and the jack head to distribute the load. 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 (- beams of the home. 7. Use jacks only for raising the home. Do not rely on the jacks to support the home. 18 9. Raise the home in small increments and provide additional blocking between the home and the piers and safety piers as the home is raised. 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 concentrated 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 uuauuauuauoEm mmumffiffle —JACK SUPPORT - LOCATE ON FIRM SOIL ISI -11 SII= II li 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. 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, WINDOWS, AND THE DRAINAGE SYSTEM. 7. Place additional supports at each side of sidewall door and window openings over 4'0" wide. (See Table 3A) Within 90 days after initial set-up, the home should be ;leveled, if necessary to compensate for any pier settlement. ollow the procedure in 'Item 6 above. NOTE: DURING THE LEVELING OR RELEVELING PRO- CESS, LOOSEN FRAME TIES AND OVER -THE -ROOF TIES (IF PROVIDED) PRIOR TO JACKING HOME. L J rl r � L 1 — 2'-0" O rt i L J rye LyJ r L�J r � L J MAXIMUM PIER SPACING -BEAM AS SELECTED - �✓ , FROM TABLE 1 r I L J r L J` ` I \ TYPICAL PIER L J LIJ L J T 10'-0" r1� rim MAX. L_J L.J 2'-0" FIG. 5-2 19 SET-UP 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 consider- ation must be given to the footings and pier construction required by (1) local soil conditions, (2) depth of frost line and (3) special requirements for local jurisdictions. It may be FIG 20 Pier at centerline within V of front and rear wall. This pier required only if there is a column located at the front or rear wall. (See Table 3) \ 1 /\ I � }*II 1 L}J LJ r J II I I I -BEAM L J � J L J LJj I L r J I L J I L J I r I III CAPACITY IS 1242# EACH TO BE UPLIFT CONNECTOR CAPACITY IS MARRIAGE WALL LIJ 3114# EACH TO BE RESISTED BY ANCHORING ANCHORING EQUIPMENT. LIJ1 LIJ LiJ CABLE & THIMBLE 1 � SYSTEM SHOWN LYJ [4. Lh L -b 'Dimensions vary. If pre -construction of footing is desired, contact the Skyline division that manufactured the unit for applicable dimensions. 2'-0" Max. Varies' Piers required at all interior column locations, per Table 3. (See detail) Max. Pier spacing as selected from Table 2. Centerline Support pier location indicator -Metal strap or centerline joist marked with paint beneath home or paper tag indicating pier location. desirable to construct the footings and piers (to grade height) prior to moving the home to its final location. Preconstruction of the footings and piers to grade may be accomplished 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 located 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 FOOTINGS AND PIERS SHOWN FOR ILLUSTRATIVE PURPOSES ONLY—ANY APPROVED SYSTEM MAY BE USED. FIG. 5-5 RIM JOIST AT MARRIAGE LINE WHERE AVAILABLE PIERS DO NOT HAVE THE CAPACITY REQUIRED BY TABLE 3 FOR CONCENTRATED LOADS -2 OR MORE PIERS MAY BE USED. THE SUM OF PIER CAPACITIES AT EACH SUPPORT POINT SHALL BE AT LEAST EQUAL TO THE LOADS SPECIFIED IN TABLE 3. UPLIFTED CONNECTOR III CAPACITY IS 1242# EACH TO BE UPLIFT CONNECTOR CAPACITY IS MARRIAGE WALL RESISTED BY 3114# EACH TO BE RESISTED BY ANCHORING ANCHORING EQUIPMENT. EQUIPMENT CABLE & THIMBLE SYSTEM SHOWN STANDARD FOR ILLUSTRATION HURRICANE STRAP ONLY—ANY CAPACITY IS 3150# APPROVED PER STRAP METHOD MAY BE USED RIM JOIST 1/4" CABLE THIMBLE INSERTED IN \ 1/4" CABLE o CONNECTOR HOLE. r CLAMPS STANDARD HURRICANE STRAP IS TO BE GALVANIZED STEEL SLOT IN STRAP IS FOR INSTALLATION CONNECTED DIRECTLY CABLE 7/32" DIA. OF STANDARD HURRICANE STRAP TO APPROVED (7x7) OR 1/4' DIA.ANCHOR. DESCRIBED PAGE 22. CONNECT STRAP IS (7x17) TENSION TIE -DOWN STRAP DIRECTLY TO UP - ATTACHED TO WALL IN CABLE PER TIE- LIFT CONNECTORAS SHOWN BY FIG. FACTORY. DOWN INSTRUC- 5-12. (SPLICE DEVICE NOT TIONS REQUIRED) TYPICAL MARRIAGE WALL STRAPS SET-UP PROCEDURES (Continued) INSTALLATION OF "ADJUSTABLE OUTRIGGER" Perimeter joist 5-412x2" wood screws Typical transverse / Thrust Bracket floor joist Pipe Main Unit I -Beam. Must be 6 r— 10" deep or more. 1/2 — Threaded Rod must be seated in corner of I -Beam web/flange. ADJUSTABLE OUTRIGGER Adjustment nut 3/4" threaded rod INSTALLATION INSTRUCTIONS 1. Locate the floor joist that requires support. 2. Mark I-beam directly under the floor joist to align "Adjustable Outrigger". 3. Adjust nut on threaded rod so it clears the frame flange for easy adjustment. 4. Set threaded rod in the pipe and against the frame. 5. Set thrust bracket on the floor joist and secure it with five #12 x 2" screws. If there is insulation installed between bottom board and floor joist, cut a small slit in the bottom board and insulation. Move the insulation away from the area where the thrust bracket is to be installed. Install bracket and repair bottom board with provided bottom board tape. 6. Adjust proper pressure by tightening the nut, until the perimeter joist is square and level. 7. If the "Adjustable Outrigger" is to be exposed to the weather after installation, or installed in highly corrosive environment, then it shall be painted with an exterior grade paint. NOTES: 1. The "Adjustable Outrigger" is intended as an alternate to perimeter piers at door and window openings. Page 6 of this manual requires perimeter piers at sidewall door and window openings that are 4 feet wide or wider. 2. The "Adjustable Outrigger" is to be installed at the building site at time of setup. It may be factory supplied and shipped loose or purchased separately by the dealer. The thrust bracket is listed by Preferred Construction Inspections (#1055-11). The threaded rod meets ASTM standard A307-1994 and the nut meets ANSI/ASME standard 818.2.2-1986. All necessary parts for the "Adjustable Outrigger" assembly are included in the package, and are purchased together. 3. The maximum load carrying capacity of the "Adjustable Outrigger" is 1400 lbs. See page 12, Table 3A for required pier loads at door and window openings. LThese instructions are applicable ONLY to "The Adjustable Outrigger" manufactured by Manufactured Housing Foundations tems Inc. (A subsidiary of Oliver Technologies, Inc.) "Adjustable Outrigger" is to be temporarily removed if the home is to be retransported, and then reinstalled after setup. "Adjustable Outrigger" is not available for use on 18'singlewides, 14' singlewides with 75.5" I -Beam spacing or 16' lewides with 82.5" or 75.5" [-Beam spacing. 21 SET-UP PROCEDURES (Continued) FIG. 5-6 USE OF WATER LEVEL VALVE WATER LINE 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" • Steel Washer — 7/8" • Nut — 3/4" • Female Barbed Fitting — 3/8" x 1/2" • Male Valve — 1/2" • Pipe Sealant • Food Coloring — 8 oz. "HOW TO USE A WATER LEVEL" PLACE AT ANY POINT AROUND HOME Unroll Tubing: Position level where it is 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. . 22 SET-UP 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 together as possible in the final desired location. Do not remove tempo- rary 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 single section home. Skyline Corp. recommends, if possible, 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), endwalls and floor mating line. Fasten sill sealer with staples or nails. See figure 6-8A. 4. Slide the two halves together with rolling and jacking equipment. Care must be taken during rolling and jacking operations to avoid overstressing structural members. With the halves together at the floor, align the floors at the ends of the home. It is better to have a minor misalignment 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. 5. 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" lags with 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 19 to level the home and check supports and footings with tables 2 and 3. 6. 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 16" wide sheathing panel(s) at the peak. Note that the shingles may not have been installed on one or both halves, at the 16" wide area at the peak. If one side is shingled, it is intended that the beams be lag screwed together. If neither 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 5" at 24" o.c. with 6 additional lag screws at 3" o.c. over interior beam supports. (If marriage walls and ridge beam halves have been plated with 3/8" sheathing, then the bolts/lags must be increased in length by 3/4" to 5-3/4".) 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. A gap between beam halves up to 1" is allowable. Gaps larger than 1/2" must be filled with plywood or lumber shims. For 1/2" max gaps, increase fastener length 1/2". For 1" max. gaps increase fastener length 1-1/4". See Fig. 5-7. 7. Prior to interconnecting the ridge beam halves, examine the ridge beam ends. Should there be a slight misalignment, 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 indicator straps or paint (see Figure 5-3 and 5-4 and Table 3). Skyline Corp. provides pier location diagrams for all multiwide mod- els. These diagrams show the required locations of piers and are very useful in determining pier placement prior to taking receipt of home. Additional piers are required each side of exterior doors and sidewall openings greater than 4' in width. See Table 3A for these pier load requirements. 9. Toe -nail endwall centerline studs together using 16d nails 10" o.c. 10. If home has double mating walls, then fasten the mating wall columns together with #8 x 4" screws 16" o.c. See Figure 5-7A. 2 48" 48" 48" 48" I \ 48" 48" Roof Ridge Beam Endwall Hall bearing wall_—;F: FIG. 5-7 REVIEWEDAND ISSUED BY CONFORMITYASSESSMENT SERVICES DECEMBER 10, 2001 DAPIA-UNDERWRITERS LABORATORIES, INC. #8X4" wood screws at 16" o.c. Either fastener location shown is acceptable. If post is constructed from 2x4s or 2x6s use toe -screw location. (1-1/2" penetration required.) 101 FIG. 5-7A "- Mating line Interior support po; configurations (typ 23 SET-UP PROCEDURES (Continued) DOUBLE -WIDE INTECONNECTION (Continued) NOTE: IT IS IMPORTANT TO HAVE ROOF/CEILING SECTIONS FLUSH AT MATING LINE PRIOR TO FASTEN- ING 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 A 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 NO MARRIAGE WALL. FIG. 5-8 Pad on ceiling section to be raised. Es Base over both floors at mating line�� Ridge beam 1 11 11 11 11 11 11 11 11 11_tis 11 .11 �.,.�a...:1 d ....._..11 . .. .a._.. ,.y ,...e .., ,_. Install sill sealer (provided) at endwalls, floor mating line and ridge beam bottom flange. FIG. 5-8A ` Mating line rim joist ATTACHMENT OF GYPSUM PANELS AT DOUBLE -WIDE CENTERLINE Some multiple -wide units will have a gypsum panel left off at the centerline for field attachment. Fasten the factory supplied gypsum wallboard panel(s) at the center of the endwalls after the units have been attached. Fasten the panel(s) to the wall framing as described in figure 5-8B below. I Centerline of Unit Gypsum Wallboard Rlnckinn if rpnuirpri will hp o,,.. 1. Fasten 5/16" gypsum panels to framing with 3/16"x1" staples or 1" washer head screws 6" o.c. around perimeter & 12" o.c. in the field. Fasten 1/2" gypsum w/1 - 5/8"x 0.099" gypsum nails 8" o.c. or 1-1/4" type'w' drywall screws 12" o.c. If gypsum is overlaying 3.6mm lauan, then increase fastener lengths 1/4". Gypsum may be glued to framing (optional) in combination with w/ mechanical fastening above. Use an approved glue. 24 4' for field installed gyp. Panel. INTERIOR VIEW FIG. 5-8B Center gypsum panel is field installed. All required gypsum panels, fasteners and adhesives are supplied by the factory. SET-UP PROCEDURES (Continued) 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 neces- sary if the home is to withstand its design loads without dislocation. On multi -section homes, sections must be fastened together and level before tie -down straps are in- stalled. 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 PIP- ING. FAILURE TO DETERMINE THE LOCATION OF UNDERGROUND ELECTRICAL CABLES MAY RESULT IN SERIOUS PERSONAL INJURY OR DEATH. NOTE: IN THE FRAME TIE -DOWN SYSTEM, IT IS IMPOR- TANT TO USE MATERIALS OF PROPER DESIGN AND OF ADEQUATE QUALITY. THE MATERIAL SPECIFICATIONS CONTAINED HEREIN SHOULD BE CONSIDERED AS MINIMUM REQUIREMENTS. Materials not furnished with the home which will be neces- sary to complete the tie -down system must meet the require- ments 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 or Type 1, Finish B, Grade 1 steel strapping 1-1/4" wide and 0.03" thick, conforming with ASTM D3953-91. 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 4,725 pound pull. Anchors must be installed as specified by the anchor manufacturer. Stabilizers or concrete collars 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 6C. 2. Connect the straps to the frame and ground anchors (See Figs. 5-9 and 5-10). Straps wrapped around the I -Beam as shown in Fig. 5-9 require protection from premature failure due to sharp corners. 'Fig. 5-9A illustrates one method to protect against sharp corner damage. Other methods (such as beam clamps — Tie -Down Engineering part no. 59003 or equivalent) approved by the local building authority having jurisdiction may be used. 3. Tighten the straps using the tensioning device provided with the ground anchors. Use caution to avoid overtensioning 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 inter- vals until all pier settlement has stopped. CAUTION: DURING THE RELEVELING PROCESS, DO NOT JACK THE HOME AGAINST TIGHT STRAPS. Protect sharp corners with 26Ga. (0.019" min.) x 2" galvanized steel strapping material formed to fit around beam flanges. Sharp corner protection at top and bottom of beam if strap is wrapped around beam. Unit I -Beam FIG. 5-9A 25 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) they 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 25 is still mandatory. STEP 1 STEP 2 STRAP BUCKLE NOT PROVIDED PULL TIGHT DOWN TO ANCHOR OF t (> ANP' \ ••+• NAL Strap to frame tie -down procedure Note: Beam attachment device may be run to top or bottom of I- FIG. 5-9 Beam if device is approved in that manner. 1 1/4" �MIN.- In MINUTEMAN STRAP DEVICE OR EQUIVALENT APPROVED ANCHOR FIG. 5-10 Materials not furnished with the home which will be neces- sary 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 interfer- ence 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; consult 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. OPTIONAL UNDER -SKIN STEEL STRAP (FACTORY INSTALLED) STRAPS TO BE INSTALLED VERTICALLY FIG. 5-11 j ANCHOR 1. Insert end of the strap through the slat on the splice device, allowing 15" of strap to extend through the device. DOUBLEWIDE OPTIONAL STEP 1 2. Make a 180 degree bend in the strap and slide a strap seal over the OVER -THE -ROOF STRAPS double thickness of strap, positioning the strap seal as close to the zi splice device as possible. Compress the strap seal on the strap with a ®STRAP SEAL 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 ®SPLICE DEVICE STEP 2 possible by 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 or hammer. Q 4. Repeat steps 1 through 3 with the mating strap. Draw the completed assembly down to the ridge beam by tensioning the strap in STEP 3 the ground anchor. FIG. 5-12 26 TABLE 5 STRAP ANGLE TABLE FOR STANDARD HEIGHT PIERS - WIND ZONE 1 SINGLE-WIDES ANCHORS/STRAPS 12' O.C. ANCHORS/STRAPS 14' O.C. MIN STRAP ANGLE 18 DEGREES 22 DEGREES MAX. STRAPANGLE 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 MIN STRAP ANGLE 7.8 Degrees, 4.9 Degrees for 32' Wides - MAX. STRAP ANGLE 40.3 Degrees, 37.3 Degrees for 32' Wides - DOUBLE-WIDES WITH 7/12 ROOF PITCH ANCHORS/STRAPS 6' O.C. NA MIN STRAPANGLE 21.7 Degrees, 8.4 Degrees for 32' Wides - MAX. STRAPANGLE 48.3 Degrees, 44.7 Degrees for 32' Wides MIN./MAX. PIER HEIGHTS FOR STANDARD HEIGHT PIERS - WIND ZONE I SINGLE-WIDES nnllRl F -WAIFS ANCHORS/STRAPS 8' O.C. NA WIND ZONE I H MIN in - - 12 _ _ - - - 27.5 _ - - 12 _ _ - - 30.5 - - - H MAX in MAIN I -BEAM SPACING (in) H MIN in ANCHORS/STRAPS 12' O.C. �MAX in - - 35 - - - ANCHORS/STRAPS 14' O.C. 75.5 82 99.5 75.5 82 99.5 12 ft WIDES 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 M in 18 ft WIDES H MIN in H MAX in nnllRl F -WAIFS 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 _ _ - - 30.5 - - - H MAX in MAIN I -BEAM SPACING (in) H MIN in ANCHORS/STRAPS 12' O.C. �MAX in - - 35 - - - 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 35 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) 28 ft WIDES H MIN in H MAX in 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 _ _ - - 30.5 - - - H MAX in 32 ft WIDES H MIN in H MAX in DOUBLE-WIDES WITH 7/12 ROOF PITCH R, `Ii ?� .• �� �� See Table 5 & 5A for spacing 61, typ. p { �y Buckle - See Fig. 5-9 Strap - See page 25 for specs. STA ECFNIi i .*� Q �1"min. 1 O�AN,p:e ai�� I-BeaA Main Frame H StrapAngle q Stra Anchor Anchor rated and installed per ANCHOR TIE DOWN DETAIL FIG. 5-13 Anchor manufacturer's instructions SECTION A -A 27 ANCHORS/STRAPS 6' O.C. NA MAIN I -BEAM SPACING (in) 75.5 82 99.5 75.5 82 99.5 28 ft H MIN in - - 12 _ _ _ WIDES H MAX in 34 32 ..-H MIN in - - 12 �MAX in - - 35 - - - R, `Ii ?� .• �� �� See Table 5 & 5A for spacing 61, typ. p { �y Buckle - See Fig. 5-9 Strap - See page 25 for specs. STA ECFNIi i .*� Q �1"min. 1 O�AN,p:e ai�� I-BeaA Main Frame H StrapAngle q Stra Anchor Anchor rated and installed per ANCHOR TIE DOWN DETAIL FIG. 5-13 Anchor manufacturer's instructions SECTION A -A 27 TABLE M STRAP ANGLE TABLE FOR HIGHER THAN STANDARD PIERS SINGLE-WIDES WIND ZONE 1 WINDZONE I ANCHORS/STRAPS 8' O.C. ANCHORS/STRAPS 6' O.C. MIN. STRAPANGLE 18 DEGREES MAX. STRAPANGLE 63 DEGREES DOUBLE-WIDES ANCHORS/STRAPS 8' O.C. ANCHORS/STRAPS 6' O.C. MIN. STRAPANGLE 6 Degrees, 7 Degrees for 32' Wides 4 Degrees, 5.5 Degrees for 32' Wides MAX. STRAP ANGLE 63 Degrees, 67 Degrees for 32' Wides 70 Degrees, 73 Degrees for 32' Wides MIN./MAX. PIER HEIGHTS FOR HIGHER THAN STANDARD PIERS SINGLE-WIDES WIND ZONE I DOUBLE-WIDES MAIN [-BEAM SPACING (in) 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 - - 18 - 72 - - - - - - - - - - - - - - - - - - - - - - H MAX in 14 ft WIDES H MIN in H MAX in 16 ft WIDES H MIN in H MAX (in)72 18 ft WIDES H MIN in H MAX (in) DOUBLE-WIDES MAIN [-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 - 1 - - - 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 MAXin 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 I4 I -B am 4 A A Strap Anchor ANCHOR TIE DOWN DETAIL FIG. 5-14 Buckle - See Fig. 5-9 Main Frame StrapAngle �P j�: Q�GIS 13 pz OF �Nr'\a♦♦�� ;Is, 1" min. ----------------- Anchor rated and installed per Anchor manufacturer's instructions SECTION A -A 28 Strap - See page 25 for specs. lH TIE -DOWN DETAILS FOR EXTRA TALL PIERS (UP TO 8899) WIND ZONE I ONLY TABLE 5B I TYPICAL SINGLE -WIDE 99.5", except 24' wides may be 99.5", 82" or 75.5" I TYPICAL DOUBLE -WIDE ••� .��Y T ►; .,Q�G�STEq�O�.i * N0. 19600312 3 -if.o3 i `o ti STATE OF t !Al •.,. ALE� Straps and anchors to be installed 12'-0" o.c. maximum. 8'-0" o.c. maximum for units with 5/12 roof pitch A' Notes: 1) Straps and anchors to be rated for 3150 Ibs. of working stress min. 2) See page 25 for strap material specification, connection to I -Beam and all other setup information. 3) See page 12 for required pier construction. 29 NOMINAL UNIT WIDTH Singlewides Doublewides Doublewide§ with 5/12 Roof Pitch 14' 16' 24' 28' 32' 28' 32' StrapAngle,A (degrees) Min. 8 8 9.1 12.1. 15.7 13.7 7.5 Max.- 69.9 63.9 39.9 '34.6 32.2 34.6 32.2 StrapAngle,A (degrees) Min. 12 12 18 28 40 29 19 Max. 88 88 .88 .88 88 88 88 Notes: 1) Straps and anchors to be rated for 3150 Ibs. of working stress min. 2) See page 25 for strap material specification, connection to I -Beam and all other setup information. 3) See page 12 for required pier construction. 29 STANDARD TIE -DOWN DETAILS ••.�P�Y T. cFC .•., •�• �( 1ST �G �o z v dla 19600312 W M3 35T ATE OF y i TABLE 6 F T1 r STRAPANGLE STRAP SEE NOTE #1 STRAP ANGLE STRAP INSTALL STRAP & ANCHORS 6'-8'@ ZONE II 5'-4" @ ZONE III & 4'-0" @ ZONE II & III FOR SHED ROOF SINGLEWIDES SEE TABLE FOR ELEVATION & STRAP ANGLE LIMITATIONS 1SEE NOTE #1 ANCHOR TO BE RATED FOR 3684# OF WORKING STRESS, TOTAL FOR BOTH------------- STRAPS. OTH)STRAPS. (INSTALLED PER ANCHOR MANUFACTURER'S INSTRUCTIONS SEE NOTE 3) DOUBLE -WIDE USE 24' WIDE RESULTS FOR 12' HALF OF 22' WIDE DOUBLE WIDES WIDTH ANCHOR TO BE RATED FOR 3684# OF WORKING STRESS, TOTAL FOR BOTH WIND ZONE II MIN. & MAX. DIAGONAL STRAP ANGLE STRAPS. a1 (INSTALLED PER ANCHOR MANUFACTURER'S INSTRUCTIONS SEE NOTE 3) i 25° TO 400 Z SINGLE -WIDE a 12" TO 27" oQ W , 12 TO 28 J W 12' SHED ROOF H W 41 ° TO 50° W 41 ° TO 50° h 7 I 36° TO 50° I F=—=q 36° TO 50° 16' 16" TO 36" J- -4 STRAP ANGLE STRAP INSTALL STRAP & ANCHORS 6'-8'@ ZONE II 5'-4" @ ZONE III & 4'-0" @ ZONE II & III FOR SHED ROOF SINGLEWIDES SEE TABLE FOR ELEVATION & STRAP ANGLE LIMITATIONS 1SEE NOTE #1 ANCHOR TO BE RATED FOR 3684# OF WORKING STRESS, TOTAL FOR BOTH------------- STRAPS. OTH)STRAPS. (INSTALLED PER ANCHOR MANUFACTURER'S INSTRUCTIONS SEE NOTE 3) DOUBLE -WIDE USE 24' WIDE RESULTS FOR 12' HALF OF 22' WIDE DOUBLE WIDES WIDTH MIN. & MAX. ELEVATION WIND ZONE II MIN. & MAX. DIAGONAL STRAP ANGLE MIN. & MAX. ELEVATION WIND ZONE III MIN. & MAX. DIAGONAL STRAP ANGLE 12' 14" TO 25" 25° TO 400 14" TO 26" 25° TO 41' 14' 12" TO 27" 20.50 TO 40° 12 TO 28 20.5° TO 41 ° 12' SHED ROOF 25.2" 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" ° 20' OR 22'* 12" TO 15" 340 TO 40° 12" TO 16" 34° TO 42° 24' 12" TO 22" 24.5° TO 40° 12" TO 23.5" 24.50 TO 420 28' 12" TO 23.5" 23° TO 400 1 12" TO 25.5" 23° TO 42° 32' 12" TO 33" 1 16.6° TO 39.30 12" TO 36" 16.6° TO 41.8° 16' SHED ROOF 21" TO 27.5" 1 25.90 TO 32.4° 21" TO 27.5" 25.9° TO 32.40 NOTES: 1) FOR STRAP MATERIAL SPECIFICATION, CONNECTION TO FRAME I -BEAM & 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 MAXIMUM 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 2 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 BYA PROFESSIONAL ENGINEER OR ARCHITECT TO RESIST THESE SPECIFIED FORCES IN ACCORDANCE WITH TESTING PROCEDURES IN ASTM STANDARD SPECIFICATION FOR STRAPPING, FLAT STEELAND SEALS. 3) ANCHORS RATED @ 3150# OF WORKING STRESS TOTAL FOR BOTH STRAPS, MAY BE USED IF STRAP & ANCHOR SPACING IS REDUCED TO 5'-8" @ WIND ZONE II AND 4'-6" @ WIND ZONE III. STRAPS AND ANCHORS MAY BE INSTALLED 4'-0" O.C. ON SHED ROOF SINGLEWIDES WITH ANCHORS RATED @ 3150#. 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. 5) STANDARD TIE -DOWN DETAILS ARE NOT APPLICABLE TO 5/12 ROOF PITCH DOUBLEWIDES @ WIND ZONE II & III. 30 SKYLINE CORP. TIE -DOWN DETAILS FOR 5/12 ROOF PITCH DOUBLE WIDES AT WIND ZONE II & III TABLE 6A Optional Strap Standard Strap Sidewall location location straps are A2 factory , installed. - ...rs --------- Hl H2 z Ground anchor (typical). Al l Straps and Anchors to be spaced 5'- 4" o.c. max. @ Zone II & 4'- 0" o.c. max. @ Zone III. WIND ZONE II (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 degrees 28' 1 48" 12" 20.3 degrees 1 5.28 degrees 32' 1 48" 12" 18.96 degrees 1 4.91 degrees WIND ZONE III (110 mph) Unit Width - H (max.) H (min.) Angle (max.) Angle (min.) 24' 48" 12" 25.2 degrees 6.12 degrees 26' 48" 12" 20.3 degrees 6.12 degrees 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 25 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. 31 TIE -DOWN DETAILS FOR UNITS WITH 102" SIDEWALLS TABLE 6B Factory installed Alternate Tiedown Strap sidewall strap. Not location. Wind Zone II or required at Wind III only. Standard Tiedown Zone I. Alternate Strap Strap location angle (A). \ t, - ---� HT I---- z4p TYPICAL DOUBLEWIDE Ground anchor (typical). Alternate Tiedown Strap location. Factory installed Wind Zone II or III only. sidewall strap. Not required at Wind Alternate Strap Standard Tiedown Zone I. angle (A). Strap location Standard Strap angle (A). _ x• H -_!IL___ ••µ� Ground anchor (typical). TYPICAL SINGLEWIDE STANDARD TIE -DOWN STRAP LOCATIONS ,,,.••PAY T� C�G I,,,. . � .' Q� O'• �i1 ' 1960No.0312 . STATE OF Q 0. Standard •••,��isi trap angle (A). Straps and Anchors to be spaced 12'-0" o.c. max. at Wind Zone I. 8'-0" o.c. max. on 5/12 roof pitch units @ Wind Zone I. 5'-4" o.c. max. at Wind Zone II. 4'-0" o.c. max. at Wind Zone III. ALTERNATE TIE -DOWN STRAP LOCATIONS 14' Singlewides 16' Singlewides 28' Doublewides 32' Doublewides 28' Doublewides with 5/12 roof pitch 32' Doublewides with 5/12 roof pitch 48" H Max. 32" 44.5" 36" 49.5" 23.5" 27.5" Wind H Min. 12" 14" 2 12" 2 12" Zone I A Max. 45.0 degrees 46.0 degrees 50.0 degrees 51.0 degrees 38 degrees 34.5 degrees 48" A Max. 19.0 degrees 18.0 de rees 7.0 degrees 10.0 de rees 9 degrees 6 de rees 12" H Max. 28" 37" 25" 35" 20.6 degrees 19.0 degrees - Wind H Min. 13" 17.5" 12" 12" - - Zone II A Max. 41.0 degrees 40.5 degrees 41.5 degrees 41.0 degrees - - ax. 22.0 degrees 22.0 degrees 23.0 de rees 16.6 degrees - - H Max. 33" "1, 29" 41" - Wind H (Min.) 12" 15.5" 12" 12" 1 - Zone III A Max. 45.7 degrees 45.5 de rees 45.8 degrees 1 45.5 degrees I- A Max. 20.4 degrees 19.7 degrees 23.0 degrees 1 16.6 degrees I - ALTERNATE TIE -DOWN STRAP LOCATIONS NOTES: 1 1 Straps and anchors to be rated for 3150 lbs. of working stress (min.). 2 See page 25 for strap material specification, connection to I -Beam and other setup information. 3 Main I -Beam spacing to be 99.5' min. on all units. 4 Not available on 5/12 roof pitch units at Wind Zone II or III. 32 14' Singlewides 16' Singlewides 28' Doublewides 28' Doublewides 32' Doublewides 32' Doublewides with 5/12 roof pitch with 5/12 roof pitch H Max. 48" 48" 48" 48" - - Wind H Min. 12" 12" 12" 12" - - Zone II A Max. 20.0 degrees 18.6 degrees 20.6 degrees 19.0 degrees - - ax. 5.2 degrees 4.8 degrees 5.4 degrees 4.9 degrees - - H Max. 48" 48" 1 48" 1 48" - Wind H Min. 12" 12" 12" 12" - Zone III A Max. 20.0 degrees 18.6 de rees 20.6 degrees 19.0 degrees - A Max. 5.2 degrees 4.8 degrees 5.4 degrees 4.9 degrees - NOTES: 1 1 Straps and anchors to be rated for 3150 lbs. of working stress (min.). 2 See page 25 for strap material specification, connection to I -Beam and other setup information. 3 Main I -Beam spacing to be 99.5' min. on all units. 4 Not available on 5/12 roof pitch units at Wind Zone II or III. 32 V TAG TYPICAL DOUBLE -WIDE GROUNDANCHOR� LONGITUDINALTIEDOWNS MAX. HORIZONTALANGLE r� (SEE TABLE) I I FRONT OR REAR CROSS MEMBER TOP VIEW -- - ---- E7AM TYPICAL SINGLE-WIDE -B----------� EAM % ZI-BEAM -------------L TYPICAL DOUBLE -WIDE Z-/- 7 --- --- ----� BEj7AM --- - -- - --� 71 -BEAM BEAM TYPICAL TRIPLE -WIDE _ MAIN I -BEAM\ SHOULDER -TYPE EYE BOLT, NUT & MAIN I -BEAM W SHER NOT PROVIDED LONGITUDINALTIEDOWNS�-T_�\ � NT ORREA STRA2 GROUNDANCHOR� CROSS MEMBER i _ 1 _ r GROUND LEVEL CABLE -FRAME TIE -DOWN CONNECTION VERTICALANGLE IS MEASURED FROM STRAP TO LEVEL HORIZONTAL PLANE @ ANCHOR SIDE VIEW 2 TIE -DOWN STRAPS @ FRONT & REAR OF EACH FLOOR. WIND ZONE II NOMINAL UNIT WIDTH (feet) SINGLEWIDES DOUBLEWIDES DOUBLEWIDES w/5/12 ROOF PITCH ANGLES DEGREES 12' 14' 16' 18' 24' 26' 28' 32' 24' 26' 28' 32' TRIPLEWIDES TAG UNIT MAX. VERTICALANGLE 46 3 118 1 NA 42 37 32 13 35 28 19 NA 23 42 MAX. HORIZONTALANGLE 20 120 120 1 NA 20 20 20 20 20 1 20 20 NA 20 20 2 TIE -DOWN STRAPS @ FRONT & REAR OF EACH FLOOR. WIND ZONE III NOMINAL UNIT WIDTH (feet) SINGLEWIDES DOUBLEWIDES DOUBLEWIDES w/5/12 ROOF PITCH ANGLES DEGREES 12' 14' 16' 18' 24' 26' 28' 32' 24' 26 28' 1 32' TRIPLEWIDES TAG UNIT MAX. VERTICALANGLE 32 NA NA I NA 27 17 NA NA 11 NA NA NA NA 27 MAX. HORIZONTAL ANGLE 20 120 NAI NA 1 20 20 1 20 1 NA 1 20 1 NA NA NA NA 45 4 TIE -DOWN STRAPS @ FRONT & REAR OF EACH FLOOR. WIND ZONE II NOMINAL UNIT WIDTH (feet) SINGLEWIDES DOUBLEWIDES I DOUBLEWIDES w/5/12 ROOF PITCH MAX. VERTICALANGLE 1 62 157 151 1 45 1 61 1 58 1 56 150 1 57 1 54 1 51 1 43 1 52 1NA MAX. HORIZONTALANGLE 145 145 145 1 45 1 45 1 45 1 45 145 1 45 1 45 1 45 1 45 1 45 1 NA 4 TIE -DOWN STRAPS @ FRONT & REAR OF EACH FLOOR. WIND ZONE III NOMINAL UNIT WIDTH (feet) SINGLEWIDES DOUBLEWIDES DOUBLEWIDES w/5/12 ROOF PITCH ANGLES DEGREES 12' 14' 16' 1 18' 1 24' 1 26' 28' 1 32' 24' 26' 28' 32' TRIPLEWIDESTAG UNIT MAX. VERTICALANGLE 56 49 41 31 54 1 51 1 47 139 49 45 41 28 42 NA MAX. HORIZONTALANGLE 45 1 45 1 45 45 45 L 45 1 45 145 1 45 1 45 45 1 45 45 1 NA NOTES: 1) Longitudinal Tiedowns are in addition to diagonal tiedowns along the main rails. 2) Ground anchors, straps & 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 with ground anchor manufacturer's installation instructions. See note 2 page 29. 3) Anchorage system subject to local inspection at the time of installation. 4) Other methods approved by local building authorities may be used. 5) Longitudinal tiedowns are not required 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 requirements. 33 SET-UP PROCEDURES (Continued) TIE -DOWN STRAP INSTALLATION EXAMPLE To properly install ground anchors 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. 6. Nominal roof pitch of unit (for double-wides). For this example assume the home being installed is a 14 foot wide (single -wide) by 66 feet long. The home is being installed in Wind Zone I, and the 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"=32". From Table 5 on page 27 (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 34 99.5" I-beam spacing. H max.=35" with straps/anchors spaced at 12' o.c. maximum. Therefore, tie -down strap 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 30 or 31 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 8d galvanized nails (head should be painted to match the siding) 4" o.c. around the perimeter and 8" 11 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 stained to match the siding with acrylic latex stain). Note: Use 8d galvanized box Figure A nails w/min. 3/16" dia. heads at 4" o.c. around perimeter and 8' Vertical Masonite Application o.c. at intermediate studs. 16" o.c. max. typical studs 3/8" tYP I I ' 18�*p • I i bP I' • 14_ typ i ( I I 14 4" • I • , • 4" • • • typ. 1.1/8" typ • 4-3/8" Perimeter Joist [Unit Stain bottom Centerline edge Figure B Double Wide Masonite Close -Off Application Unit Centerline Butyl caulking at joint 1 Masonite Siding Masonite Close -off field installed w/8d galvanized 8d galvanized box nails 8" o.c. at Wind box nails 4" o.c. Zone I, 6" o.c. at Wind Zones II and III. Stain edges to match Masonite (See note 1) Figure C Figure D Vertical Joint Horizontal Joint Masonite Siding \ Caulk joint w/ >s ' butyle cau ing ` Flaming Masonite Strip (rip Masonite Siding Masonite Siding from siding sheets) 3: Stain Edges I\ Use Bd galvanized box to match Use 8d galvanized nails 4" o.c. w/min. 3/ box nails 4" o.c. 16" dia. heads Masonite Siding (May be lap siding) Figure E Typical Window Trim Application NOTE: 1. All ripped edges to be stained with matching acrylic latex 8" typ. At Wind Zone stain from siding mfr. Zone11p.At�j Wind Zone 118 III /I Caulk with butyl caulking to match I, trim 1/2" TYp Butyl caulking to • match trim (fill • rabbetted area) Use 8d galvanized box nails w/min 3/16" dia. heads FIG. 5-18 35 SET-UP PROCEDURES (Continued) DOUBLE -WIDE EXTERIOR CLOSURE VINYL LAP SIDING The siding panels should be attached using galvanized steel or aluminum 16 ga. 1/2 by 1-1/2" 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 loca- tion. See Figure 5-19 Detail A for proper fastening. Snap the bottom course of siding into the starter strip and fasten to the wall. Leave a 1/4" space at corner posts and 'J' channels around window and door openings to allow for expansion. Do not fasten within 4" of an accessory. Vertical 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 Figure 5-19 Detail 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 approximately 24" for best appearance. 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 distance between the bottom of the opening and the top lock of the lower course, then deduct 1/4" (See Fig. 5-19 Detail C). Slide the cut panel into the under sill trim and install. Note that the under sill trim piece may have to be furred to maintain the proper pitch of the siding. Measure and cut the header 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 piece 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 interlocking with the lower course, sliding into the gable 'J' rail and fasten- ing. If a home has been provided with "Craneboard" solid core vinyl siding, then read and follow the special instructions provided with this manual. Incorrectly Correctly Incorrectly Applied Applied Applied N \ N ■ DETAIL A 36 FIG. 5-19 DETAIL C Mark Angle 2 Scrap Pieces for Cut of Siding __ _ Pattern for Angle DETAIL D J -Trim // ,6 Diverter 1/2" Min. J -Trim All Purpose �2 Trim DETAIL E SET-UP PROCEDURES (Continued) DOUBLE -WIDE EXTERIOR CLOSURE JAMES HARDIE `rHARDIPLANK" OR `rHARDIPANEL" SIDING "Hardiplank" and "Hardipanel" are fiber -cement siding panels. "Hardiplank" is a lap style siding, and "Hardipanel" is a panel type siding. Fasten the siding panels to framing mem- bers with 6d galvanized nails (2" long min. -2-1/4" with "Hardiplank" at Wind Zones II and III) per the details shown in Figure 5-20 below. "Hardiplank" siding requires 2 additional Y' fasteners evenly spaced between studs into sheathing at Wind Zone II and III only. "Hardiplank" siding is not allowed within 3 feet of a sidewall/endwall corner at Wind Zone III. - Finish siding by painting with an exterior grade, semi -gloss acrylic or latex paint. All ripped edges of panels should be painted to match. FiciureA Ficiure B Hardiplank Rim Joist or Hardiplank Siding �i Exteriorwall Siding bottom plate `'� 5µ:•i.,: 1/4" to 1/2" with 6d IFasten 1"x2" Wood Stops nails 12" to 16" Starter DetailI Outside Corner o.c Figure C Figure D Hardiplank Lap joints must fall at Siding stud. Stag gerjoints at Hardiplank least 2 stud bays. 48" SidingFasten with 6d nails min. between joints at 12" to 16" o.c. same course. 2 Stud bays required from wall corner to 1 st 3/4" to 1" 1"x1" Wood Stop joint. 3/8" to 1/2" Inside Corner Lap Joint 6d nail required at each stud location (16" o.c.). 2 Figure E additional nails required at Wind Zones II and III. Figure F Hardiplank p These fasteners shall be evenly spaced between studs into a 3/8" (min.) structural sheathing. _ Siding 3' `is# '? 'k' -1/a^ min. t. Pali:Y :e q, 1-va^ m n Window frame Flash, shim, gap 3/16" and caulk. overlapoverlay K: #; '3' g � rM MM ,N,�- "'�'w.; �:sazc»' s fid ��'s'�"•,•'..i ;:-;'":':?;`'n•y-`, This fastening style is required HardiPlank NaiIin at Wind Zones Window Detail 11&u1 Figure G 2" min. from corners NOTE: __04 2" o.c. nfieldatWind �" '::"""": 2" o.c. infield at Wind Double studs are required within 3 feet of a sidewall/endwall q Zone I. 6d nails 5" o.c. at edges nd z es & IIfield at —Coverjointspanels corner at Wind Zones II and III. Fasten HardiPanel siding II - with lumber to both studs at double stud locations. • battens or Hardiplank .: • • caulk. Siding 3/8" min. T-3/8""' in. HardiPanel Applicatio FIG. 5-20 37 SET-UP PROCEDURES (Continued) SHINGLE ROOF CLOSURE INSTALLATION OF SHINGLED ROOF: 1. Fold back underlayment paper. 2. Remove the 16 inch wide sheathing at the ridge beam of one or both halves which was temporarily secured to the roof at the factory. 3. Bolt the ridge beam together as outlined on page 23. 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 16" wide sheathing by first reinstalling the factory provided sheathing panel clips (2 per bay), then fasten using 15 gauge x 7/16" x 1-1/2" staples or 8d twist nails 4 inches on center at butt joints and at each truss between joints. Special fastening may be required at trusses located over shearwalls. These trusses will be marked with a paint spot on the truss top chord. Fasten roof sheathing to these trusses with fasteners 38 spaced 2" o.c. (3" o.c. — if truss is doubled — to both trusses). 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. Field installed sheathing 16" Site installed shingles (4 Ridge Shingles or 5 courses) / Underlayment paper \ Underlayment strip �. Sheathing ` 18" shingle -•1 24" shingle `� ' 24" shingle 'Y \ 30" shingle 36" shingle See Fig. 5-23 for Underlayment \ folded back fastening requirement paper for beam bolting. Ridge beam Drip cap If the roofing in the area of the front rake has been covered to protect from wind damage during transit, the protective covering and fasteners are to be carefully removed. Seal the fastener holes with asphalt roofing cement. FIG. 5-21 FIG. 5-22 OPTIONAL CENTERLINE METAL FLASHING AND SHINGLE INSTALLATION. 10" strip of underlayment paper installed over metal flashin and below shingles. Shingle ridge cap - install per figures 5-23 thru 5 - Install shingles (each 25 section) to centerline. 8"x32Ga. (min.) or .019" (min.) aluminum metal roll flashing. Fasten with 1"x1" -1/ 4"x16Ga. Galvanized staples or roofing nails at 16" o.c. both sides. FIG. 5-22A SET-UP PROCEDURES (Continued) DOUBLE -WIDE SHINGLED ROOF FASTENERS: Use 1" crown x 1" leg 16 GA. galvanized staples or 1 1/4" 12 GA. galvanized roofing nails with 3/8" diameter heads 36"Shingle. CUT SHINGLE INTO 3 PIECES AS SHOWN BY DOTTED LINE X x x x 12" l 1 I � WIND ZONE I 2 3 36" Shingle X X12" x x 12" WIND ZONE II & III Nail 1" from each end 5 5/8" above exposed butt & 5/8" above each cut out FIG. 5-23 FIG. 5-24 Nail or staple ridge shingles as indicated. ca See fig. 5-23 for fastener sizes. Apply caulking to closure cap + Secure closure I , cap with #6x3/4" I� 5" Exposure screws at locations I indicated Ridge line FIG. 5-25 FIG. 5-26 39 SET-UP PROCEDURES (Continued) DOUBLE -WIDE UTILITY INTERCONNECTION ELECTRICAL INTERCONNECTION OF DOUBLE-WIDES Bonding Chassis halves floor joist construction are to be bonded together with the provided bonding wire and lugs (See page 54). 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 extend- ing from box. 4. Strip approximately 1 inch of wire and connect like circuit 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. Endwall Access to junction I Side B Side A box - inside home E Side B _MTF --- Factory installed wire i FIG. 5-27 I IVIV 11 1 IV VII VVIIV YVLVIJ (materials provided) FIG. 5-28 40 NM or SE cable Hiywood or 0513 access cover FIG. 5-28A UVVGJJ VV VGI FIG. 5-28B Below Floor Crossover The correct procedure is as follows: 1. Remove the pull box covers and install the provided conduit 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. Below Floor Crossovers In Floor Pull Box The correct procedure is as follows: 1. Remove plywood access covers and cut bottom board for access to wires (See Fig. 5-28A). 2. Feed wires around bottom of marriage line floor joists and into junction box. 3. Cut wires to length allowing a minimum of 4" free wire extending into box. 4. Strip approximately 1 inch of wire and connect like circuit numbers (white to white, black to black, ground to ground, red to red on multi -circuits and 240V circuits). 5. Replace access covers and tape bottom board with pro- vided tape. In Floor Pull Box The correct procedure is as follows: 1. Remove plywood access cover to .pull box and cut bottom board on opposite half for access to wires (See Fig. 5- 2813). 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 board with pro- vided tape. SET-UP PROCEDURES (Continued) UTILITY INTERCONNECTION In Floor Cable Splice The correct procedure is as follows: 1. Remove bottom board access covers (See Fig. 5-28C). 2. Feed cable through hole or notch in joists. 3. Connect cable splice together. 4. Replace access covers with provided bottom board tape. NOTE C Some models m axle or axles be the crossover duct or connect the home air distribution system to the heating - cooling appliance. SUPPORT NOTE: If unit has multiple cable splices the circuits will be identified by the attached code markers. Endwall Cable Splice The correct procedure is as follows: 1. Remove access panels on exterior side of endwall (See Fig. 5-28D). 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 optional design that includes a varying number of 5" or 6" crossover 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" diameter flexible duct to the metal duct connector on each half of the home by sliding duct over metal tabs on duct connec- tor. 2. After mechanical connections are made, tape each connection with 2 -inch wide duct tape to ensure an airtight 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 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). DUCT NOTE: 5 STRAPS AS SHOWN TO FLOOR JOISTS. FIG. 5-29 MINIMUM CLEARANCE TO GROUND TO BE 4". 41 Cable Splice Hole or notch in joists FIG. 5-28C 20 Amp Non - Exterior Endwall Metallic cable splice - Type access panel studs NM -©or on both . cable splice halves. manufactured Fasten with by moiex-etc. wood screws (part no. to wall studs. 19045). Factory installed wire During transit free protectors over notches in ends of cable are studs Marriage Line for coiled and secured in Double wide the wall cavity. FIG. 5-28D NOTE C Some models m axle or axles be the crossover duct or connect the home air distribution system to the heating - cooling appliance. SUPPORT NOTE: If unit has multiple cable splices the circuits will be identified by the attached code markers. Endwall Cable Splice The correct procedure is as follows: 1. Remove access panels on exterior side of endwall (See Fig. 5-28D). 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 optional design that includes a varying number of 5" or 6" crossover 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" diameter flexible duct to the metal duct connector on each half of the home by sliding duct over metal tabs on duct connec- tor. 2. After mechanical connections are made, tape each connection with 2 -inch wide duct tape to ensure an airtight 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 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). DUCT NOTE: 5 STRAPS AS SHOWN TO FLOOR JOISTS. FIG. 5-29 MINIMUM CLEARANCE TO GROUND TO BE 4". 41 SET-UP PROCEDURES (Continued) UTILITY INTERCONNECTION 4. Connect the flexible ducts together per the provided manufacturer 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 joints from the half with the furnace to the other half. 5. Connect the flexible ducts together per the provided manufacturer instructions using the splicing collar provided. 6. Push the floor insulation against rim joist and tape bottom board closed with provided tape. 42 Heating Crossover with V -Bonnet Some double -wide units will require a V -Bonnet duct connector to be installed prior to connection of the crossover ducts. The proper method of installation is as follows: 1. Remove axle if required for access to furnace area. 2. Fit tabs inside V -Bonnet and secure with #8x3/4" screws in holes provided on tabs (3 per side — 12 total) (See Fig. 5- 296). 3. Install flexible crossover ducts per the standard crossover duct design described on the previous page. Gasline Crossover 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 connector 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 (See Fig. 5-30, 5-31, and 5-31A). 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 recommended that only U.L. listed heat tapes be used and installed in accordance with their listing. FLEXIBLE FLOORDUCT INSULATION RIM JOIST DECKING BOTTOM ',, ", r ► BOARD , `< I1 ',Li ,� � 1 1i I I PLYWOOD•REINFORC- ING PLATE (TYP. EACH STRAP SIDE) SPLICING COLLAR OPTIONAL CROSSOVER DUCTS FOR STANDARD FRAME FLEXIBLE RIM JOIST SPLICING FLOOR DUCT COLLAR DECKING LSL OR LVL BEAM w/ INTEGRAL FLOOR FRAME STEEL I -BEAM BOTTOM w/PERIMETER FRAME BOARD ACCESS 7� r AREA(TYP.) OPTIONAL CROSSOVER DUCTS FOR INTEGRAL FLOOR/FRAME OR PERIMETER FRAME. FIG. 5-29A 42 Heating Crossover with V -Bonnet Some double -wide units will require a V -Bonnet duct connector to be installed prior to connection of the crossover ducts. The proper method of installation is as follows: 1. Remove axle if required for access to furnace area. 2. Fit tabs inside V -Bonnet and secure with #8x3/4" screws in holes provided on tabs (3 per side — 12 total) (See Fig. 5- 296). 3. Install flexible crossover ducts per the standard crossover duct design described on the previous page. Gasline Crossover 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 connector 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 (See Fig. 5-30, 5-31, and 5-31A). 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 recommended that only U.L. listed heat tapes be used and installed in accordance with their listing. SET-UP PROCEDURES (Continued) UTILITY INTERCONNECTION . HOLES IN ALT, WATER LINE CROSSOVER SIDE J IST BRASS ADAPTE FLOOR COPPER FLEX PIPE DECKING O O ---------------------- ------------------- ------------------ BRASS ADAPTS INSULATION NOTE: WRAP WATER LINE CONNECTOR WITH INSPECTIONAND INSULATION IN FREE Z- ACCESS COVERS TO ING CLIMATES. PERMIT CONNECTION AND FIG. 5-30 WATER INSULA OF 4si MAKE WATER CROSSOVER Yt WITH CONNECTORS FIG. 5-31 ====UJJ PROVIDED WITH THE HOME ALT WATER LINE CROSSOVER I Centerline Access Panels FIG. 5-31A Access Panel Frame Drainage Line Cross Connect Applicable only to models with plumbing on both halves. The connection may be made with field assembly of factory supplied parts (refer to drainage of 2 bath models, page 48), or when the below floor plumbing is factory installed, a flexible coupler is used as follows: Use only the approved flexible coupler provided (1-1/2 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. DRAINAGE PIPE FIG. 5-32 APPROVED FLEXIBLE COUPLER METAL ROOF TIGHTENING Metal roofs may be tightened by the use of bonded washers secured to the roof truss with #8 x 1-1/4" screws, placed in rows of four across with width of the roof and spaced at ap- proximately 48" o.c. along the length of the roof. Care must be taken to assure that the screws are placed to penetrate the truss. After application, the screw heads and washers are to be sealed with a roof sealant material. 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 Masonite or vinyl 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. VENTILATION OF SKIRTING AND CRAWL SPACE ENCLOSURE Skirting or other crawl space enclosures, such as founda- tions, 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 underside of the home; however, it is very important that any 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 ventilation open- ings should be at least 1 square foot for each 150 square feet of crawlspace area. An opening should be located within 3 ft. of each corner. 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. Excessive 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. 43 FACTORY INSTALLED NOTE: SOME LIGHTS WILL USE LIGHT BOX TWO BOLTS WHICH THREAD INTO THE MOUNTING STRAP IN LIEU OF THE THREADED ROD ILLUSTRATED FIG. 5-33 THREADED ROD VENTILATION OF SKIRTING AND CRAWL SPACE ENCLOSURE Skirting or other crawl space enclosures, such as founda- tions, 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 underside of the home; however, it is very important that any 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 ventilation open- ings should be at least 1 square foot for each 150 square feet of crawlspace area. An opening should be located within 3 ft. of each corner. 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. Excessive 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. 43 CHAPTER 6 INSTALLATION OF OPTIONAL FEATURES ELECTRIC DRYER VENTING 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 manufacturer'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 a piece 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. GAS DRYER INSTALLATION Homes factory equipped with a gas dryer will also have the moisture -lint exhaust duct and termination fitting provided. 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 exhaust duct and termination fitting are not provided. Such termination fitting should be supplied with dryer at time of installation. The gas connection and completion of the mois- ture -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 appliance. To com- plete the moisture -lint exhaust system, follow steps 1-5 under Electric Dryer Venting. GRILURANGE 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 fitting. Sup- port the duct and make the connections per the manufacturer's installation instructions provided with the grill/range. GAS WATER HEATING 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 are 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 your home is set on a basement and a factory installed basement exterior venting system has not been provided, 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 neces- sary to accommodate the air inlet assembly without alteration. The air inlet assembly is a round tube that is extended from the bottom 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 damperless 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. 44 INSTALLATION OF OPTIONAL FEATURES (Continued) PADDLE FAN INSTALLATION FOR DOUBLE -WIDE HOMES WIRED FOR MOUNTING ON CENTER BEAM A. FLUSH RIDGE BEAM 4. a. Insert the ceiling wire through a knock out hole in the side of the electrical box. NOTE: It may be necessary to For proper ceiling fan installation, an electric outlet box cut a notch from the top on the supply wire side of the and the decorative center beam to contain the box have been center beam hole to allow the supply wire to be inserted in provided for attachment to the ridge beam at the unit electrical box without binding against center beam during centerline. installation. CAUTION: BEFORE FOLLOWING THE STEP-BY-STEP 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 attach- ment to the beam. (Also 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. CEILING BOARD SUPPLY WIRE COILED &,- SECURED FOR SHIPMENT NOTCH BEAM AT HOLE IF NECESSARY WIRE CHASE SECURE BOX TO 2x6 CENTER BEAM WITH 4- #6x1" WOOD SCREWS (FIELD INSTALLED) b. Leave approximately 4" of wire free in the box. 5. Secure the center beam in place over the center line joint. Be sure that the fan supply wire is not pinched or penetrated with beam fasteners. Secure electrical box to ridge beam with #8 x 2 1/2" 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 noncombustible 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. 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 the fan is grounded as speci- fied in manufacturer's instructions and that wires are connected properly (white to white and black to black). NOTE: APPLICABLE TO U.L. LISTED PADDLE FAN WITH A SWIVEL TYPE MOUNTING BRACKET. 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 2-#8x2 1/2" WOOD SCREWS (FIELD INSTALLED) ELECTRICAL BOX (SEE NOTE 1) SUPPLY WIRE INSERTED IN FIELD THROUGH SIDE KNOCKOUT OF BOX FIG 6-1 45 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 containment 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 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 attach- ment to the beam. (Also see Fig. 6-2). 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. � tiFti� BEAM— FAN EAM\ FAN WIRE FROM CEILIP 3. Place the prefab box in its final position on the beam and secure the box to the beam with #6x2" wood screws (pro- vided) in the metal corner braces. 4. Strip about 3/4" of insulation from the white and black con- ductor ends. 5. Position the noncombustible flash ring (provided) over the electrical box so that the finished surface (adjacent to electri- cal box) which is to be covered by fan canopy is not exposed. 6. Follow the manufacturer's installation instructions for mount- ing 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). ELECTRICAL BOX --- \� CLAMP WIRE AT BOX INLET: CLAMP PROVIDED WITH BOX. FIG. 6-2 (4" MIN. FREE CABLE IN BOX) C. FALSE RIDGE BEAM For proper ceiling fan installation, an electrical box and a decorative foam block have been provided for attachment to the false beam at the unit centerline. 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 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 attach- ment to the beam (See Fig. 6-2A). 2. After ridge beam halves have been secured together, fasten bottom halves of false beam together with 16d nails 16" o.c. (max). 3. Attach gypsum close -off panel (provided) with staples 6" o.c. around perimeter. 4. Secure decorative foam block to false beam with 2-16d nails or 2-#8x3" screws. 5. Attach electrical box (U.L. listed for use with paddle fan) per its listing (installation) requirements (provided). 46 PRE -FAB BOX FASTENED TO BEAM w/2 -#6X2" SCREWS EACH SIDE 6. Strip about 3/4" of insulation from the white and black conductor ends. 7. Follow the manufacturer's installation instructions for mount- ing 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). Ridge Beam False Beam Toe -nail bottom halves of�' ~ Electrical wire - factory false beam together w/ installed paddle pan. 16d nails 16" o.c. Gypsum close -off Decorative foam block. yp -� Fasten to beam w/2 false beam w/ -16d panel - fasten to ® nails or 2-#8xY screws. staples 6" o.c. around perimeter. O Electric box - U.L. listed for use with paddle fan. Secure to false beam per FIG . 6-2A its installation require- ments. INSTALLATION OF OPTIONAL FEATURES (Continued) AIR CONDITIONING ELECTRICAL CONNECTION (Factory Provided Circuits) THE ELECTRICAL CONNECTION SHOULD BE MADE ONLY BY QUALIFIED PERSONNEL. THE COMPLETED INSTALLATION MUST CONFORM TO ARTICLE 440 OF THE NATIONAL ELECTRI- CAL CODE AND APPLICABLE LOCAL CODES. Factory installed branch circuits for air condition- ing are indicated on the data plate under the head- ing "Rating of Factory Installed Circuit." The maxi- mum full load ampere draw for the desired air conditioning unit must not exceed the indicated branch circuit rating. "A" coil air conditioning units installed must be listed for use with the furnace in this home; for air conditioning installation, see the instructions shipped with the air conditioner. If a self-contained air conditioner is to be installed and - connected to the heating supply duct the installa- tion must include a damper beneath the furnace to prevent cool air from "backing -up" into the furnace during the cooling mode and a damper at the air conditioner supply to prevent heated air from "back- ing -up" into the air conditioner during the heating mode. It is recommended to wrap the dampers with insulation. The electrical connection is via a branch circuit terminating in a Junction box beneath the home (See Fig: 6-3). The field installation wiring beyond the 'unction box must incorporate a fused discon- nect (sized in accordance with NEC Article 440) located within sight of the condensing unit. The maximum fuse size to be used with fused discon- nect is marked on the condenser data plate. The acceptability of the air conditioning equipment, rating the location of disconnect means, fuse type branch circuit protection, and connections to the equipment are to be determined by the local in- spection authority. For some models the electrical connection is made to the home via a separate rigid conduit. The conduit is 1" and is run from the panelboard and terminates below the bottom board. A PVC cap is cemented to the end of the conduit and this must be cut off to provide access to the panel board. Wiring is then installed from the panelboard to the air conditioner per all applicable NEC & local codes and all requirements listed above. Condensation should not be allowed to drain under home. NOTE: REFER TO N.E.C. AND AIR COND. INSTRUCTIONS FOR INSTALLATION REQUIRE- MENTS DISTRIBUTION PANELBOARD FIELD PROVIDED & INSTALLED ------- ----- -- JUNCTION BOX FUSED DISCONNECT BENEATH HOME REMOTE CONDENSING CONDUIT UNIT FIG. 6-3 - "'E - "'- 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 according to the instructions with the cooler. For coolers without an integral air duct the cooler box shall be lined with .016 in. metal. The factory installed branch circuit for the cooler is sized for a maximum cooler electrical 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 using the provided wire nuts. The electrical portion of the installation is now complete (See Fig. 6-4). COLOR CODE WHITE................................................... Neutral YELLOW ................................................ Pump BLACK ................................................... High Fan RED....................................................... Low Fan GREEN.................................................. Ground EVAPORATIVE COOLER LOCATED ON �- ROOF OF HOME WEATHERPROOF BOX • ROOF • JACK ROOF FIG. 6-4 47 INSTALLATION OF OPTIONAL FEATURES (Continued) STANDARD BLEND -AIR INSTALLATION WITH DEALER INSTALLED EXTERIOR HEATING/COOLING Figure 6-5 below depicts the Evcon Standard Blend -Air installation used with homes designed for dealer installed exterior heating -cooling systems. The Evcon Standard Blend -Air unit provides whole - house ventilation and is designed to operate when the exterior heating or cooling system is in use. The following information is important when electri- cally interconnecting the Standard Blend -Air with the exterior heating -cooling unit system: Chase fully enclosing flex duct. Standard Blend -A Access panel r exposing damn assembly. Grille with filter to Blend Air filti 4 -Wire thermostal cable to outdoor unit. See manufa, turer instructions 1 wiring to exterior heat -cooling unit. - Roof Line 1. The Standard Blend -Air must be connected to a heating -cooling unit with transformer having at least a 40 Va. Capacity. 2. The wiring of 4 -wire thermostat cable from the Blend -Air control to the exterior heating -cooling controls is to be as follows: -Green Connector - blower continuous run -Red connector - 24 v. supply -White connector - system heating -Yellow connector - system cooling Ceiling Cavity Return Air alled 4 -wire thermostat oor thermostat. IX tight (except @ air & grille with filter). Note: The Unit must be operated from one transformer having at least 40 Va. Capacity. 48 FIG. 6-5 ---' Factory ins, it control box cable to inc 3moved, er tube (Access Box aii :r) . return or Return Air alled 4 -wire thermostat oor thermostat. IX tight (except @ air & grille with filter). Note: The Unit must be operated from one transformer having at least 40 Va. Capacity. 48 FIG. 6-5 INSTALLATION OF OPTIONAL FEATURES (Continued) EXPANDING ROOMS, SLIDE -OUTS, ETC. Where optional expanding rooms, slide -outs, tip -outs, etc. are provided, specific instructions and directions are provided for proper installation and set-up. 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 structures should be constructed in accordance with the manufacturer's installation instructions and all applicable local codes. In particular, attached garages generally require fire protection and GFCI electrical circuit protection as required by local code. INSTALLATION OF SITE BUILT ATTACHED GARAGE ON GARAGE READY UNITS The outside area of the home that is covered with gypsum is intended to be the area for installation of a site built garage. The garage that is to be built MUST BE COMPLETELY SELF SUPPORTING (See paragraph above). No part of the manufactured home may be used for structural support of the garage. The garage shall be designed and constructed to meet all applicable building codes. Before starting construction of the garage: 1. The soil must be graded on all sides to channel storm runoff away from the home and the garage. 2. Remove the temporary transportation cover. Note that early removal of this cover may cause damage to the gypsum board if left exposed to the elements. Two electrical circuits have been factory provided to service the garage. One circuit will be 15 amp, and one will be 20 amp. The 20 amp circuit will be GFCI protected and is dedicated to the garage area. The 15 amp circuit is for lighting ONLY. The electrical circuits will be wired to junction box(es) that are installed inside the floor and adjacent to the exterior wall at the garage area. A 20 amp GFCI protected receptacle has been installed in the exterior wall at the garage area. If the home has a factory built dormer intended for attach- ment of a site built garage, then 8 to 24 inches of shingles will be left off the edge of the dormer. These shingles are left off to more easily facilitate the interconnection of the garage and the home. Therefore, the remaining shingles for the dormer must be field installed. Install the remaining shingles and complete the valley construction per page 38 and the shingle manufacturer's instruction or per the Asphalt Roofing Manu- facturers Association (ARMA) Residential Asphalt Roofing Manual. HINGED ROOFS AND EAVES Where optional hinged roof and/or hinged or prefabricated field installed eaves are provided, supplemental installation instructions are provided. CEILING (PADDLE) FANS Site provided and installed ceiling fans are to be installed in accordance with the manufacturer's installation instructions. To reduce the risk of injury, the minimum dimension from the trailing edge of the fan blade to the floor must be in accor- dance with the manufacturer's requirements. TELEPHONE AND CABLE TV Careless installation of telephone and cable television lines may be hazardous. Electrical circuits, plumbing and duct work are contained in the floor and walls of the home. Avoid contact with these systems when drilling into and placing cables in these cavities. FAILURE TO FOLLOW THESE INSTRUCTIONS MAY RESULT IN SERIOUS PERSONAL INJURY OR DEATH. FIREPLACE INSTALLATION Because of transportation restrictions, fireplaces require on- site installation of additional section(s) of approved, listed chimney pipe, a spark arrestor and a rain cap assembly. The fireplace manufacturer's installation instructions and all required components for proper installation are included in each home with a fireplace. SITE INSTALLED FIREPLACE HEARTH EXTENSION The home will be shipped with fireplace installed. The blocking between the bottom of the fireplace and the floor shall be removed. The carpet where the hearth is going to be placed shall be removed. A bead of noncombustible fireplace mortar or gasket cement shall be run to seal the joint between hearth extension and face of the fireplace. The edge of the hearth extension shall be placed under the fireplace surround and centered in front of the fireplace. The carpet tackstrip shall then be placed around the hearth to secure it. (See Fig. 6-6). Non-combustible mortar or gasket cement Fireplace RA Hearth extension FIG. 6-6 49 INSTALLATION OF OPTIONAL FEATURES (Continued) FIELD INSTALLED TERMINATION OF FIREPLACE CHIMNEY. Termination cap - fief' _ -`— Storm collar - fit Flashing - field installed Top section of flue pi f installed Factory installed tl 10 feet or less Factory installed flue pipe Truss (typical) am (typical) Upper and side shingles overlap ------------ flange and are set in asphalt Flue pipe c cement Lower part of flange overlaps lower shingles SHINGLE INSTALLATION AROUND FLUE PIPE 1) Install shingles up to edge of factory cut-out in roof decking. Cut shingles installed under roof flashing are set in asphalt cement. 2) Place flashing over pipe section and shingle and set in asphalt cement. Tack flashing to roof deck at top 2 corners with roofing nails. 3) Resume shingle application. Cut shingles in successive courses to fit around the pipe and embed them in asphalt cement where they overlap the flashing. Secure shingles with roofing nails through flashing and apply asphalt cement over nail heads. 4) The completed installation should appear as shown above, with the lower part of the flange overlapping the lower shingles and the side and upper shingle overlapping the flange. NOTES:. 1) The upper portion of the fireplace chimney assembly has been left off due to transportation height restrictions. 2) The final section of flue pipe, roof flashing, storm collar and termination cap for the fireplace are required to be field installed. 3) Remove temporary close -off material from roof and top of flue pipe that has been factory installed. 4) Install parts listed in 2 above per the fireplace manufacturer's installation instructions. 5) Install roof shingles around chimney pipe per instructions above or per ARMA residential asphalt roofing manual instructions. 6) All required parts for completion of chimney have been shipped with the home, including the manufacturer's installa- tion instructions. 7) Applicable only to Coleman Deluxe II model, 36ECMII solid fuel burning fireplace. 8) All other aspects of the setup of the home are to be in accor- dance with this manual. 50 WARNING This appliance has been shipped with the flue assembly partially disassembled. The flue assembly must be completed in accordance with the installation instructions prior to use of this appliance. The label above has been placed on the fireplace in your home if the chimney assembly is required to be field completed. CHAPTER 7 UTILITY SYSTEM CONNECTION AND TESTING Many local jurisdictions have special requirements for utility connections and on-site inspection of these connections. Consult with the proper authorities prior to utility connection. Use only qualified service personnel, familiar with local codes and licensed where required. The drainage and water systems were tested for leaks prior to shipment from the factory. It is essential that they be rechecked by qualified personnel for leaks that may have been caused by vibration during transportation. WATER The water system has been designed for an inlet water pressure of 80 psi. If the manufactured home is installed in areas where the water pressure exceeds 80 psi, a pressure reducing valve should be installed. The water system may be connected to any safe, potable water source. The connection is via a single 3/4 inch inlet beneath the home. A master shut- off full flow valve must be installed in the water supply line adjacent to the home; this valve should be a full port gate or ball valve with threaded or solder joints. After removing the aerators from all the faucets, open all the faucet valves and allow the water to run for 15 minutes. This should remove any foreign particles left in the line that might cause an unpleasant taste or become lodged at faucet washers and cause dripping faucets. All exposed water piping subject to freezing should be protected by insulation and electric heat tapes (with an integral thermostat) listed for use with manufactured homes. It is recommended that only UL listed heat tapes be used and installed in accordance with their installation instructions. DRAINAGE — CONNECTION The drainage connection is made at the 3 -inch main drain outlet. Care should be exercised to slope and support the drain line from the home to the site sewage system (1/4" per foot slope). DANGER: IMPROPER OR INADEQUATE TESTING, CON- NECTION OR MODIFICATION OF ANY PART OF GAS OR ELECTRICAL SYSTEMS, ESPECIALLY BY UNQUALIFIED PERSONNEL, MAY BE EXTREMELY DANGEROUS AND MAY RESULT IN SERIOUS PERSONAL INJURY OR DEATH. DRAINAGE — 1, 1 1/2,11 3/4 & 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. GAS — The gas piping system was designed for a range of 7 to 10 1/2" of water column for natural gas and 11 to 14" of water column for LP gas. The manufactured home gas supply pressure must be within this range for safe and efficient operation of the gas piping system. 51 UTILITY SYSTEM CONNECTION AND TESTING (Continued) The gas piping system was pressure tested for leaks prior 3. Check the gauge after 10 minutes; there should be no drop to shipment; however, it is essential that the system be in pressure. retested by qualified personnel for leaks prior to use. (Many utility companies require this on-site test.) The instructions 4. Check the piping to appliances by pressurizing to at least printed on the tag near the gas supply connection must be 10 inches but no more than 14 inches water column and followed (See Fig. 7-1). applying a bubble solution to all joints and flexible connec- tors. In some localities, utility companies and/or building inspectors may require additional tests as follows: 1. Isolate all appliances with appliance shut-off valves. PRESSURE SHALL BE MEASURED WITH A MERCURY MANOMETER OR SLOPE GAUGE CALIBRATED 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. 52 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 TEMPERA- TURES 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 DE- SIGNED 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 C3 100,000 Btuh or more. ❑ 250,000 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, testas 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. UTILITY SYSTEM CONNECTION AND TESTING (Continued) ELECTRICAL ALL ELECTRICAL WORK SHOULD BE PERFORMED ONLY BY QUALIFIED PERSONNEL. The electrical supply connection to the manufactured 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 terminates beneath the manufactured home. A function box or approved fitting must be used to connect the manufac- tured 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 7. 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 OUTSIDE DISTRIBUTION PANEL BOARD Accessibility to distribution panel board, and the use of unit switches as disconnect means, is subject to the requirements 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" position should be conducted. There should be no evidence of connection between any of the supply conductors (including 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 connecting and energizing the electrical system: • Polarity and Grounding Tests of 15 and 20 AMP Receptacle Outlets With circuits and lighting circuits energized, use a recep- tacle polarity tester to check polarity and grounding of each receptacle outlet. MANUFACTURED HOME ELECTRICAL SUPPLY REQUIREMENTS TABLE 7 MAXIMUM LOAD & MAIN BREAKER SIZE (AMP) CONDUCTOR GROUNDING SIZE' (AWG) CONDUCTOR (TWO LINE SIZE (AWG) AND ONE NEUTRAL) FACTORY INSTALLED FEEDER RACEWAY TRADE SIZE (IN.) MINIMUM JUNCTION BOX SIZE 50 #6 #10 1" 6"x6"x6" 100 #3 #8 1-1/4" 8"x8"x4" 125 #2 #6 1-1/2" 10"x10"x4" 150 2-1 /0 & 142 #6 1-1/2" 10"x10"x4" 200 2-3/0 & 1-1/0 #6 2" 12"x12"x4" 225 2-3/0 & 1-1/0 #4 2-1/2" 15"x12"x4" 1. Conductor size and feeder raceway sized for copper, 75 degree C rated conductors, types RH, RHH, RHW without outer covering, THW or XHHW. WARNING CARELESS INSTALLATION OF TELEPHONE AND CABLE TELEVISION LINES MAY BE HAZARDOUS. The manufac- tured,home walls contain electrical circuits and the floor section may contain electrical circuits, plumbing or duct work. Extreme care must be exercised during drilling 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 FOL- LOW THESE INSTRUCTIONS MAY RESULT IN SERIOUS PERSONAL INJURY OR DEATH. 53 UTILITY SYSTEM CONNECTION AND TESTING (Continued) Multisection Frame Bonding IB HALF n n A HALF Ground clamp with screw Typical Under Chassis Feed Connections a. Flex conduit b,Feeder conductors c. Junction box d'Raceway e. Conduit connector f. Approved electrical connectors g. Insulated bushing Ground wire should be the same used on panel box d N FLOOR e CONDUCTORS a B - Black "hot R - Red "hot' W - White "neutral' G - Green "grounding" b Typical Meter Base Installation and Grounding J 54 MAIN PANEL METER BASE i GROUNDING EXTERIOR METER / PANEL BOX COMBINATION ELECTRODE OVERHEAD ENTRANCE SE JUMPER MAIN PANELENCLOSURE SERVICE TO ENTRY PE AT- BONDEDTO GROUND ENCLOSURE BAR _ METERBASE METER BF GROUNDING ELECTRODE NDUC- Front or rear crossmembers or any set of outriggers on opposite halves b �a e BEUNDERGROUND ENTRANCE 1230-26. MAIN PANEL ry " METER SERVICE BASE HEAD n STRAP d tt CONDUIT GROUNDING ELECTRODE ENTRANCE•BELOW ROOF LINE UTILITY SYSTEM CONNECTION AND TESTING (Continued) METER BASE AND PANELBOARD WIRING WITH MASTHEAD ALL ELECTRICAL WORK SHOULD BE PERFORMED ONLY BY QUALIFIED PERSONNEL. For homes with a factory installed meter base and masthead, the correct procedure for wiring is as follows: 1. The outdoor (weatherproof) meter socket and service entrance panel may be mounted at any location on the exterior walls of the home with a fixed roof overhang. 2. Bond the service entrance conduit to the service entrance panel with an insulated bonding & grounding bushing. Use #6 (AWG) copper between ground lug on the bushing & terminal on the panel. Use #4 (AWG) copper between ground lug on the bushing & terminal on the panel with 200 and 225 amp service. Where threaded coupling and threaded bosses on enclosures with joints exist, they shall be made up wrench -tight in lieu of grounding bushing and strap. 3. A label is attached outside the home and near the service entrance conduit termination which reads: "This con- nection for 120/240 volt, 3 Pole, 3 Wire, 60 Hertz Ampere Service." The correct ampere rating is marked in the blank space. 4. A red label is attached adjacent to the service entrance breaker, which states: "WARNING - Do not provide electrical power until grounding electrode is installed and connected (see installation instructions)." 5. The grounding conductor shall be connected to the grounding fitting with suitable lugs, pressure connectors, and clamps. Connections depending on solder shall not be used. Rod and pipe electrodes shall not be less than 8 feet (2.44m) in length and shall consist of the following materials, and shall be installed in the following manner: (1) Electrodes of pipe or conduit shall not be smaller than 3/4 inch trade steel and, where of iron or steel, shall have the outer surface galvanized or otherwise metal - coated for corrosion protection. (2) Electrodes of rods of steel or iron shall be at least 5/8 inch (15.87mm) in diameter. Nonferrous rods or their equivalent shall be listed and shall not be less than 1/ 2 inch (12.7mm) in diameter. (3) The electrode shall be installed such that at least 8 feet (2.44m) of length is in contact with the soil. It shall be driven to a depth of not less than 8 feet (2.44m) except that where rock bottom is encoun- tered, the electrode shall be driven at an oblique angle not to exceed 45 degrees from the vertical or shall be buried in a trench that is at least 2-1/2 feet (762mm) deep. The upper end of the electrode shall be flush with or below ground level. Other methods of grounding electrode shall be in accor- dance with National Electric Code Article 250, Part H. 6. Equipment grounding connectors shall be bare, covered, or insulated. Covers or insulation shall be continuous and green, or green with one or more yellow stripes. 7. Approved fittings to be site installed on end of service entrance conduit to protect cables from abrasion. 8. Connect feeder conduit to conduit stub at distribution panelboard. 9. See Fig. 7-2 below. .D LACK /HITE ieutral) ded Hub Conduit, rigid or EMT. To be field installed 55 Clamp -on Service Entrance conduit (Rigid) 1-1/4" min. at 100 amp 1-1/2" min at 125 amp 1-1/2" min. at 150 amp 2" min. at 200 amp Roof flashing 2-1/2" min at 225 amp 1/4"x 3" lag screws U.L. listed outdoor (Type 3R) meter socket and service equipment panel. Pictoral 2 hole galvanized only, actual equipment may pipe strap vary with each manufacturer. Service Entrance Breaker eld install 4 wire feeder to distribution panelboard. pper 75 degree C rated conductors (types RH, Rt W, w/o covering THW or XHHW). 100 amp service - 3-#3 (AWG) w/#8 (AWG) grou 125 amp service - 3-#2 (AWG) w/#6 (AWG) grou 150 amp service - 2-1/0 (AWG),1-#2 (AWG) w/#( WG) ground [At 200 amp service - 2-3/0 (AWG), 1-1/0 (AWG) w/f ...WG) ground 225 amp service - 2-3/0 (AWG), 1-1/0 (AWG) w/t WG) ground Run feeder in Rigid or EMT Service grounding electrode conduc conduit. (AWG) bare copper. Coil 6' below fl( 1-1/4" min. at 100 amp grounding electrode. (Use #4 AWG 1-1/2" min. at 125 amp 225 amp service.) 1-1/2" min. at 150 amp 2" min. at 200 amp 2-1/2" min at 225 amp FIG. 7-2 .D LACK /HITE ieutral) ded Hub Conduit, rigid or EMT. To be field installed 55 CHAPTER 8 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 windstorm. 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 2x4 Receiver / I I / Plywood 1 face grain Plywood / face grain / #8 wood screws. FIG. 8-1 See Table 8 for size and spacing. Window Size. See Table 8. 2x2 any grade SPF 6" o.c., 6" o.c.------------- _ Plywood I---- face grain--- � r ---- Fasten plywood to 2x framing members w/full PVA white glue and 6d nails or #8x2" screws 6" o.c. all around. 56 FIG. 8-2 rA Window Size. See Table 8. CERT #09703 o'. STATE OF ..��; .. i �. N01ANP %N U- 2x4 Receiver / 3/8" plywood, APA Rated Exterior Sheathing with 20/0 span rating. Fasten 2x2s to 2x4s with 2-8d nails at each connection. Plywood seam over 2x4. #8x3-1/2" wood screws, 6" o.c. into 2x4 receiver. #2 SPF 2x4s, laid flat, 16" o.c. PROTECTIVE WINDOW COVERINGS (Continued) TABLE 8 PLYWOOD TYPE REQUIREMENTS WIND ZONE II 1 WIND ZONE III MAXIMUM WINDOW SIZE STANDARD WALLAREA WALLAREA WITHIN 3' OF CORNER STANDARD WALLAREA WALLAREA 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"0. 72" 10 10 10 10 3' 70 3' 3' FIG. 8-3 3' 3' In the event of a windstorm, 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 windstorm 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. 57 All plywood for protective window coverings is APA rated exterior sheathing. Thickness and span ratings will vary with window or door size. Plywood listed below, with a higher number than is required by Table 8, may be substituted for a lower numbered plywood. 1. 3/8" with 20/0 span rating. Fasten to receiver w/#8x2" wood screws. 2. 1/2" with 24/0 span rating. Fasten to receiver w/#8x2" wood screws. 3. 3/8" with 24/0 span rating. Fasten to receiver w/#8x2" wood screws. 4. 1/2" with 32/16 span rating. Fasten to receiver w/#8x2" wood screws.z. .A:..M/� F! 5. 5/8" with 32/16 span rating. Fasten to receiver w/#8x2-1/4" wood screws. = CERT 6. 3/4" with 40/20 span rating. Fasten to receiver w/#8x2-1 /4" wood screws. = #09703 = 7. 5/8" with 40/20 span rating. Fasten to receiver w/#8x2-1/4" wood screws. : -o ' a 8. 7/8" with 48/24 span rating. Fasten to receiver w/#8x2-1/2" wood screws. 7:; STATE OF Lv' 9. 3/4" with 48/24 span rating. Fasten to receiver w/#8x2-1/4" wood screws. ;��`' • �iy P,. ' ��: O...... 10. Plywood with wood frame required. %Fff•.. AI1%�,.�` ,, SON 3 3' �• 0. • 4 ¢ 3' 70 3' 3' FIG. 8-3 3' 3' In the event of a windstorm, 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 windstorm 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. 57 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 CANNOT WITHSTAND 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 INSTRUCTIONS FOR INSTALLING SHUTTERS ONTO A WARNING IS ISSUED AND WHEN THE STORM COULD HIT PHILIPS PRODUCTS LAP MOUNTED ALUMINUM WINDOW AT YOUR LOCATION, WE RECOMMEND YOU DO THE FOLLOWING BEFORE A STORM WARNING IS ISSUED: 1. For each window size, measure the width and height. of the 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 SCREW LOCATION DETAIL 3/8" (top & side 8" maximum 3/18" (bottom only) DOD SHUT VERTICAL CROSS SECTION OF SHUTTER ATTACHED TO FRAME HEAD AND SILL wln FLA IMPORTANT: DUE TO THE SHORTNESS OF THE EXTERIOR FLANGE o_ ON THE FRAME SILL, THIS O DIMENSION MUST BE w MAINTAINED. X W 58 3/18" (bottom only) 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 plywood 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. I ,R PROTECTIVE WINDOW COVERINGS (Continued) 500 AIRPORT DR. MANSFIELD, TEXAS 76063 (817)473-4421 INSTALLATION OF PROTECTIVE COVERING A 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) cannot 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 window. The size of the window will affect the number 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 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 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. With covering attached at sill, con- tinue driving fasteners around perimeter of the plywood using the above spacing formula. After the storm has passed, reverse the above procedure to remove " Store materials for future use. 3/4 Ply Woo 7/16" TRIM--- I HARDBOARD 7/16 6 51 � Wood As Required By Design APPRO 1/2" F As Per MFG. Standard WINDOW INTERIOR OF HOME RETURN FIN #8x1"Screw II @ 12" o.c. Max. 59 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 HUD. 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) cannot 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 1/4" 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 affect the number of fasteners needed. 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 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 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 fasteners. 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. 60 Exterior Sheathing AS PER MFG STANDARD L- VINYL WINDOW FRAME 3/4" PLYWOOD HOME INTERIOR #8x1 1/4" SCREW @ 12" O.C. MAX EOD � IJI��WOOD AS \ I/1V�IIII;II H BYDESIGN 7 WINDOW RETURN FIN VINYL SIDING-� Exterior Sheathing $ -17-94 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 Door Frame Wall Studs #8 x 3" Wood Screws 12" o.c. max. #8 x 4" Wood Screws 6" o.c. for a sliding glass door. .. ��F1''; SECTION B -B CERT #09703 .-c C_ o'. STATE OF !N f ONAI icrews 12" x4" s 6" o.c. for .door FIG. 8-6 Due to the limited time between when a storm warning is issued and when the storm could hit at your location, Skyline recom- mends 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. 61 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 drawers 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 manufacturer's instructions. Exterior Siding and Trim. There are no gaps, voids, or missing 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 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 - hanging trees or bushes near the home, trim or cut them. Think about the plants' possible movement during windy conditions 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. Composition Roof. All shingles are properly attached, none Interior Details. Inspect for, and correct, all interior finishing are loose or missing, and all holes are filled. details, such as loose molding, carpet seams, etc. The retailers' representative should inspect the home with. the Skirting Ventilation. The skirting around the home has non- homeowner, give the homeowner a copy of the Homeowner's closing vents, located at or near each corner as high as Manual, and brief the homeowner about maintaining the possible to cross -ventilate the entire space under the home. home.. INSTALLATION INSPECTION CHECKLIST TO ENSURE PROPER HOME INSTALLATION AND HOMEOWNER SATISFACTION, THE FOLLOWING ITEMS SHOULD BE CHECKED DURING OR PROMPTLY AFTER THE INSTALLATION AND BEFORE THE. HOMEOWNER TAKES POSSESSION: ❑ Alignment/Close-Off DW ❑ Level ❑ Fuel ❑ Water ❑ Electric ❑ Doors ❑ Windows ❑; Ceiling ❑ Trim ❑ Electrical Systems/Fixtures ❑ Cabinets ❑ Furniture ❑ Keys 62 ❑ All Warranties INSTALLATION/PLACEMENT: ❑ Foundation ❑ Tie -Downs UTILITY CONNECTIONS ❑ Sewage ❑ Cross -Over Duct EXTERIOR ❑ Roof ❑ Siding/Trim INTERIOR ❑ Paneling ❑ Floor Covering/ ❑ Drapes ❑ Doors ❑ Plumbing ❑ Appliances ❑ All Manuals II 1 63 G SKVLmimE@ BRINGING Amu HOME. BRINGING Amu [ON. Corporate Office — P.O. Box 743 — Elkhart, Indiana 46515 A 03/04 2 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMEN- SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965_ - Telephone (530) 538-7541 PERMIT NO. (Rev.12/96) APPLICATION AND PERMIT Ga- U � ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER CHARLES CLIMENT TEU31HOWESO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 111 GRIMONT ROAD OROVILLE CA CONTRACTOR'��S��77��N77AMME�E� TELEPHONE OWNM i CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. ARCHITECT OR ENGINEERS MAILING ADDRESS Filing Fee Permit Fee Plan Checking Fee $ 20.00 $ $ BUILDING ADDRESS Energy Plan Checking Fee $ PERMIT FEE $ 51.50 LAT NO. SUBDIVISIONS NAME PARCEL MAP) PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 3RD EENEJU OF PERMIT NO. 98-2458 (99-26-3 (00-2959) STORAGE BUILDING Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service zo.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Llc. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: (N- 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. ❑ I am exempt under Sec. Business and Professions Code for this reason Main Service zoOA TO tOooA 46.00 NEW CONST. OWEWNG OCCUP. OR ADDNS. ( a Acc. BLDs. SO 3.5aFT: NON. T' MULTI -OUTLET 97,50 OWER APPARATUS a PSINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES 20 @''50 BAL @ .SO LNS Ex. Occup. o�LFis AEs °EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by SectionVentilation 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 of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall (The above sections need not be completed if the permit is for work of a valuation[This 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 mply with those rovisions. X Date Ji}N 0 igna ure of Applicant - P Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in hei ht.y MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ si so HAZ. D. FEES IMP FLOOD CDF PARCEL PD HD ISSUE permit is hereby issued under of the Butte County Code and/or indicated a ove for which fees have PERMI EXPIR 11/17/02 the applicable provisions Resolutions to do work been paid. 1 • �1� _ dl� Date of V Date Receipt No. 3`7. 6 5/� I WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT CHARLES CLIMENT 111 GRIMONT ROAD OROVILLE, CA 95965 B E A U T Y DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530)538-2140 Re: Building Permit N 00-2959 Expiration Date: 11/17/01 A.P. # 036-240-021 With reference to the above subject, our records indicate that your building permit expires on the above date and your permit falls into one of the category marked below: [)d Permit work started, but not completed. Permit may be renewed for 1/2 the original building permit fee (plus a $20.00 filing fee). The renewal permit will extend the building permit for an additional year from the original expiration date. Should you not renew your permit within 30 days of the expiration date, all work must cease until a new building permit has been issued. For your convenience, we are enclosing a renewal application form and owner -builder form to be completed and signed by you where indicated and returned to this office together with the fee shown. Please return all copies of the application form. [ ] No inspections have been made on permit work. Inspections are required to verify code compliance. We are unable to renew a permit where the work has not been started and inspected prior to permit expiration. After expiration of your permit, no work may be started until a new permit has been issued. [ ] A final inspection has not been made on permit work. Final inspection approval is required before occupancy. Our field inspector has verified that the building is occupied. Occupancy must cease until a final inspection can be made and final approval given. You have 30 days to voluntarily cease occupancy or to present an acceptable plan for abatement or corrective actions to be taken by you. If our records are in error or should you .have any questions concerning this matter, please contact the 0R.oVII I E office. Thank you for your prompt attention concerning this matter. Yrs very truly, C. Vieira, C.B.O. -, Building Inspection MCV:lt Attachments Chico Office - 411 Main Street, Chico / 891-2751 C/ COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 036-240-021 ZONING BUILDING PERMIT OWNER CHAR TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS CONTRACTOR'S NAME OWNER' TELEPHONE CONTRACTORS MAILING ADDRESS _ CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS t Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Fee $ 20.00 —Filing Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS—•�, - - - 111 GR TMONT R D OR 171M, LE Energy Plan Checking Fee $ PERMIT FEE _ LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 2ND RENEWAL 98-2458 (99-2633) Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I s I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service 20 OA 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 ereby affirm under penalty of perjury that I am exempt from the Contractors License w for the following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued, My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X _ +�� `T Date 0,) 1%_ Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavatio 0" deep and demolition or construction of structures over 3 stories in hei Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. So OR ADDNS. ( 8 ACC. BLDS. 3.5QFT; NEW RESID MULTI.OUTLETCIRCUITS97,50 POWER APPARATUS E SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FDfTURES z0 @ 1.00 BAL Q .SO Ex. Occup. DUXT ETS RaI6.) F 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE S MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE S Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 51.50 I.A2 FEES IMP FLOOD CDF PARCEL PO HD ISSUE This permit is hereby issued under of the B tte my Code and/or indicat d bo for hic fees have By� Cr' PERMIT EXPIRES ON A the applicable provisions Resolutions to do work been paid. �/ f ate / 11-17-01 Date ReceiptNo. E -- WHITE-D.D.S.-B.D. CANA - SSES O PINK -INSPECTOR GOLDENROD -APPLICANT s Attention Property Owner: w An "owner -budder" building permit has been applied for in your name -and bearin 4*w signature. Please ,complete and. return this information at your earliest opport<uuty to avoid • , - unnecessary delay in processing and issuing your building permit. No budding permit vM . be issued until this verification is received. 1. I personally plan to provide the major labor -and materials for constructign.. ofs the_. proposed property improvement . YES[)GJ ...signed: an; applicati for-bOdin$ _permit r -the_ --� proposed work .... , 3. I have .contracted with the following person (firm) - to 'provide -the proposed construction: NAME: ADDRESS: CITY: - PHONE: CONTRACTOR'S LICENSE NO. - - : - - 4. I plan to provide portions of this work, but I have hired the following person, to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. 1 will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE of WOUK SIGNED:611- PROPERTY OWey NER: t"' V (�� I,M ,.,,, C SOCLkL SECURITY NUMBER: S7 5 DATE: NOTE: This owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. Mav 199i 2.26 Zi SIGNED:611- PROPERTY OWey NER: t"' V (�� I,M ,.,,, C SOCLkL SECURITY NUMBER: S7 5 DATE: NOTE: This owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. Mav 199i 2.26 :3+' y � -s +r' i :z >•. 9 . �-r,' a..•:�'; f_.i.nc':�-i<+;�+ z Dear Property Owner. An application for a building permit has been submitted in your name listing yourself as.the builder of property improvements specified For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits ' for which they apply. If you plan to do your own work, with_ the exception of various trades that you plan to subcontract, yogi ' should be aware of the following Gfbrinaii6n, for your benefit and:piotection: 0 If you employ or otherwise engage any•persons other than your immediate family, and the work (tncltrding materials and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. 0 If you are an employer, you must register with the State and Federal Governments as an employer and. yon -are subject to several obligations including state and federal income tax withholding, federal social swurit taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. . 0 There may be financial risks for you if you do not carry out these obIigations,'and these risks are •especially serious with respect to worker's compensation insurance. 0 For more specific information about your obligations under Federal' Law, contract the Inteinal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are,allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "ownerbuilder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. 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 confirm that you are aware of these matters. The building permit will not be issued until the verification is returned.. .. Sincerely, Michael C. Vieira, C.B.O. Manager, Building Inspection NOTE:. This &xner-Builder Information,is required by -Section 19830 of the California Health and Safety Code. Mav 1995 2.27 ,W.. B E A U T Y 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 Re: Building Permit # 99-2633 Expiration Date: 11-17-00 A.P.# 036-240-021 With reference to the above subject, our records indicate that your building permit expires on the above date and your permit falls into one of the category marked below: [g] Permit work started, but not completed. Permit may be renewed for 1/2 the original building permit fee (plus a $20.00 filing fee). The renewal permit will extend the building permit for an additional year from the original expiration date. Should you not renew your permit within 30 days of the expiration date, all work must cease until a new building permit has been issued. For your convenience, we are enclosing a renewal application form and owner -builder form to be completed and signed by you where indicated and returned to this office together with the fee shown. Please return all copies of the application form. [ ] No inspections have been made on permit work. Inspections are required to verify code compliance. We are unable to renew a permit where the work has not been started and inspected prior to permit expiration. After expiration of your permit, no work may be started until a new permit has been issued. [ ] A final inspection has not been made on permit work. Final inspection approval is required before occupancy. Our field inspector has verified that the building is occupied. Occupancy must cease until a final inspection can be made and final approval given. You have 30 days to voluntarily cease occupancy or to present an acceptable plan for abatement or corrective actions to be taken by you. If our records are in error or should you have any questions concerning this matter, please contact the OROVILLE office. Thank you for your prompt attention concerning this matter. Yrs very truly, C. Vieira, C.B.O. Building Inspection MCV:lt Attachments Chico Office - 411 Main Street, Chico / 891-2751 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev.12/96) APPLICATION AND PERMIT �?V` ASSEb!r6 + Et+"U�8�21 Z°"ARMHS BUILDING PERMIT OWNEaI:HARLES CLINIENT TELEPHONE SO. FT. OCC. BUILDING VALUATION OW"J1TWIMONT ROAD, OROVILLE 95966 CONTRACTOR'S NAME SAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER ' Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filen Fee $ 20.00 Permit Fee 2 ORIGINAL $ 31.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 111 GRIMONT ROAD, OROVILLE Energy Plan Checking Fee $ $ PERMIT FEE S 51.50 LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other ST -G BLDG SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK— New ❑ Addition ❑ Remodel ❑ Unities ❑ Installation ❑ Other EY Describe Work: 1 ST RENRWA.1 198-9458 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service 200A OR LESS 23.00 CENSED CONTRACTOR'S DECLARATION I hereby affirmJnd.rrIpenalty 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 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. '9 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.) ❑ 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 fort it mply with ►ose provisins. X p8te GC//�:_ Si ure of Applicant - Ilp Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 46.00 NEW CONST. DWEILINCi occuP. OR ADDNS. ( 8 ACC. til S. so. 3.5¢FT_ NEW NON-RESID. MULTI -OUTLET @7,50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET ORFDRURES 20@''50 BAL @ .50 FIXED AI EX. Occu . °� ale,°FR pP 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 $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 51.50 FEES IMP I FLOOD I CDF PARCEL Po HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated bove for which fees have been paid. f l G Date'L PERMIT EXPIRES ON 11/17�2 00 Date Receipt No. WHITE•D.D.S.•B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT Attention; Property OWner: - An "owner -builder" building permit has been applied for in your name and bearing your signature: Please complete and return 'this information at : your earliest opportunity` to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement: YESPq NO[ I. 2. I HAVE0 HAVE NOT[ ] signed an application for a building permiffor the proposed work. 3. I have contracted with the following person (firm) to provide the, proposed construction: NAME: ADDRESS: CITY: PHONE! CONTRACTOR'S LICENSE NO. 4. I. pl?n ' to provide portions of this work, but 'I have hired the following person to ..coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: -PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following.per'sons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTY OWNER: SOCIAL SECURITY NUMBER: S�S y� a � 9 -D DATE: NOTE: This owner -Builder Verification is required by Section 19831 and 19832 of the California Health and -Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. May 1995 2.26 .........................:...................... O:B.-1 ............................................... ......................................... .t Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades .that you plan to subcontract, you should be aware of the following information for your benefit and protection: ` 0 If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $300 or more for the entire project, and such'persons are not licensed as contractors or subcontractors, then you may be an employer. 0 If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. 0 There may be financial risksfor you if you do not carry out these obligations,'and these risks are especially serious with respect to worker's compensation insurance. ' 0 For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration) -For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division Iof Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "ownerbuilder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. 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 imn confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Sincerely, Michael C. Vieira, C.B.O. Manager, Building Inspection NOTE: This Owner -Builder Information is required- by Section 19830 of the California Health and Safety Code. May 1995 2.27 qX -a��� COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION - - 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 ( j • '(Rev. 12/96) APPLICATION AND PERMIT 1O0 Q/ ASSESSOR PARCEL NUMBER 036-240-021 ZG=5 BUILDING PERMIT OWNER CLEMENT, CHARLES TELEPHONE SO. FT. OCC. BUILDING VALUATION 196 3,528.00 OWNERS MAILING TITsGRIMONT RD. OROVILLE CONTRACTOR'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 3,528.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 111 GRIMONT RD. Ener Plan Checking Energy g Fee $ $ ngoyTT.T ,p PERMIT FEE $123.95 LOT NO. SUBDN610N'SNAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 1 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: STORAGE BUILDING Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W 020.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200' OR' 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 inI force and effect. License Class Lic. No. 673 3 O OWNER -BUILDER DECLARATION hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this 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.) (9 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 0 1 should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith.-Comply�with those provisions. X >��Date c 9 t3� Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. s0 OR ADDNS. s ACC. BLDS. 3.5¢FT: T. ,pµgESID MULTI.OUT U @7,50 POWELER APPARATUS 6 SI OUTLET CR IN. 200 .00 EX. Occup. OUTLEr OR FIXTURES BAIL @ 1.S0 D A"I Ex. Occup. ountTS (RRo °Ew 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE_ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt S Mobile Home Installation Fee Is Energy Inspection Fee $ occ co PE TOTAL FEW$ "5 HAZ. D. FEES IMP .. FLOG CD P C pp H ISSUE This permit is hereby Issued under the of the Butte County Code and/or indicated above for which fees have By ® PERMIT EXPIRES ON I IeT applicable provisions Resolutions to do work been paid. J / ate 1 Receipt No. 251048 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT -`^..•« Y{�.L�.'ih-r`+•"^I'f�v6'^5^'d,M*r-•.n„�i'�••l,��f�l.•1'^^ ''� _ kCbUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 -TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: Z ASSESSOR PARCEL ER: "' � ho / Proposed Bui ding U e: S: Building Inspector: Date: /lam ' � ' 2' 87 At - At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been submitted -------------------------------------------------------------------------------------- 02. Plot plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------------- ❑3. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 06. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑9. Manufactured Home data and installation instructions including Tie Down Specifications ------------------- C110. Fees of $------------------------------------------------------------------------------------- ❑ 1 pact fees as shown on the attached schedule. ------:---- ------------------------------------------ California ---- -- ----------------- - - ---------- - - ----- California Department of Forestry plan approval/fees -----------��------��' Zt'' -�g ��' - - - -------------- ❑ 13. Flood elevation certificate. /)LIM. Sanitation and plot plan approvalLo_ 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: 1118. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ❑ 1.9. Encroachment Permit for driveway (construction approval prior to occupancy). ---• ❑20. Pre -inspection for required Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). ❑22. Workers' Compensation carrier and policy number. ----------------------- D23. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). -- ❑24. Letter of signature authorization. -------------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. ------------- ❑26. Letter of intent on building use. ---------------------------------------------- D 27. Manufactured Home utility clearance. --------------------------------------- ❑28. Existing violations and/or expired permits. --------------------------------- ❑29. ❑433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ ❑ 3 0. Other: (Date) When you issue the permit rocess as follows ❑ Mail to owner, to ntractor. IdTelephone� 0'6" F�1and hold for pi kup at offs ❑Deliver with inspector. Applicant- Copy pplicantCopy of Haz-Mat form sent o Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: 4Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: Plans approved by: 6�f�-. Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. f TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE Plot Plan Attached Floor Plan Attached ' Sent to B.D. I LI m -o kf— a C) 0 2/ Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for Other Hold final for: Final clears ce NOTE: 70 K. for! Environmental Hea 8/96 Specialist s -✓ z L&L_ Date ORO Environmental ha= r NOV 16 1998 7 County lei urivt OroviHe, Ca ;APPROV ED Butte County I r %WVbF rner►tab Health / d Date i Sig Ure + 4 / a l { f r Tho attached Fs8 Saie .i requireme^ts must be comoilet-,l as specified and approved { by C.D.F. some Fvrvt t ' BA2N a Eccc �u � t • Q� F j M VA V7 VVIO 11 vF�pl ff;, - ?s'—wv CE k Tj rf APPROVED f!.' Butte County Environ, ental Health te Signa • { COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES- BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541PERMIT O (Fkv.12/96) APPLICATION AND PERMIT — ASSESSOR PARCEL NUMBER 036-24-0-021 ZONING RMH— BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS CONTRACTOR'S NAME TELEPHONE ' OWNER CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation Is ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDI G DRESS �1 GRIMONT ROAD, OROVILLE Energy Plan Checking Fee $ $ PERMIT FEE S LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other RT Ff CFR EDIFv 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: ELECTRIC SER FOR FUTURE LOT DEVELOPMENT Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home IS I GI W1 1 920.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 00v OR LESS Main Service 6 200A OR LESS 23.00 23.00 y c LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that 1 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.PSINGow 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: 0 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 OCCUP. OR ADDNS. ( & ACC. BUDS. SO 3.5QFT. rNioNRESIDEW T MULCTI-CUTLETS @7,50 ERLE APPARATUS 8 OUrLET CIR. Ex. Occup, OUTLET OR FIXTURES j 20 BAS @ 1.50 Ex. Occup. OurELErs RESIo,O� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PRE INSP 123.00 PERMIT FEE $ 00.00 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. ❑ 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 MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE S 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.) Ill 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 fort w' comp) w' those prov'sions. JCp �J X �� _ 'Date // ��-`! —_ Signature of Applicant Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee Is Energy Inspection Fee Is occ CONST. TYPE HA2. D. FEES IMP FLOOD CDF PARCEL PD HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By 4, PERMIT E IRE JON the applicable provisions Resolutions to do work been paid. Date V Dale Receipt No. WHITE-D.D.S.-B.D. CANARY- SSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verif cation is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement: YES m NO ❑ 2. I HAVE V HAVE NOT ❑ signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions. of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTYOWNER:_/�Z/e �-9�% SOCIAL SECURITY NUMBER: 55 Y �gy DATE: NOTE. This Owner -Builder Verification is required by Section 19831 and 19.832 of the California Health and Safety Code. This verification must he -completed and returned to our office before we are permitted to issue the permit. + J OVER 3G-a'-ai OWNER BUILDER INFORMATION Dear Property Owner: An application for a building permit has been submitted in your -name listing yourself i s the builder of property improvements specified. ` For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $300 n:- -mere. for the entire project, and such persons are not licensed .as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and 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 perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor -and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento,' CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. i rely, Mic el C. Vi ira, C.B.O. Ma ger, Building Inspection NOTE. This Oivner-Builder Information is required by Section 19830 of Ilse California Healds and Safety Code. OVER COUNTY OF BUTTE - DEP.kRTIIENT OF llr.vLLUrMtNt Jr.xvia.r..o, Duii.uu.v 7 County Center Drive, Oroville CA 95965 r Phone: 916-538-7541 CHUCK CLIMENT - 111 GRIMONT ROAD OROVILLE CA 95966 RE: PERMIT APPLICATION FOR ELEC DATE: 8/5/97 A.P. # 036-24-0-021 With reference to the above subject: Atta,a�id is Application for permit Building Plans Engineered Calculations -=_Owner-Builder._Verification Fm Mobilehome Utilities Installation Sheet Mobilehome Installation Information Sheet Typical Plan Sheet List of Codes Enforced We need the following information prior to permit processing and/or issuance: /MXPermit__application signed.and -completed where indicated with -all copies. returned: Plot plans, 3/4 sets, signed by-preparer of plans. Complete plans, 3/4 sets, signed by preparer of plans. Engineered plans and calcs, 3/4 sets, with wet signature on plans. �-_`Hazardous Material corm Energy Design Compliance and supporting documentation. Statement of Intent for Non -Heated and A/C Buildings. Engineered truss details and layout in duplicate. Mobilehome, data and manufacturer's installation instructions, 2 sets.' Fees of -$----66.00 payable to Butte County Treasurer. Impact fees paid. California Department of Forestry plan approval/fees. F.E.M.A. National Flood Insurance Program Elevation Certificate prepared by a licensed land surveyor, architect or engineer. Sanitation and plot plan approval Health Department. City of Chico plumbing permit. Plot plan and business license approval from'City•of Biggs/Gridley. Planning approval for Land Development (a) Improvements (b) Drainage-:, Driveway permit (approval of construction required prior to occupancy). „—Contractor's license information (No. Name Style, Class) or exemption -statement. —TKXOwner-Builder Verif cat3.on_Form: Recorded copy of Agricultural Acknowledgement Statement. Letter of signature authorization. Copy of recorded deed of parcel creation and 60' right of way to a public road. Letter of intent on building use. Mobilehome utility clearance. Documentation of legal access. Documentation of 50o subdivision developed or (a) Road improvements completed and (b) Parcel meets zoning area and frontage requirements. Existina violations /expired permits resolved. Plan check list data and revisions. sets of plans in accordance with changes marked in red. Copy of recorded 60' right of way to a public road Other: _ SINCE -THE --FIELD INSPECTOR WAS UNABLE TO.GAIN_ACCESS _TO^YOUR PRO -�ke.- Should you have of this office. any questions S/''_1 cefning the above, please contact _ Yo s very: t, Michael CVieira, C.B.O. MCV:ahb Man ger, . uilding Inspection PLEASE LAND DEVELOPMENT TAL HEALTH ='PERMIT CLEARANCE Building Permit No. BUILDING /ENVIRONMEN OWNERSA.P. NAME: ISI I ;r�'l� f1. + CI-{-f}RL acS V, NUMBER: PRINT LAST NAME FIRST COUNTY ZONING 2 DESIGNATION: A FLOOD ZONE:/ X FLOOD MAP: APPROVED: CONDITIONALLY APPROVED: V RESOLVE PROBLEMS PRIOR TO APPROVAL: Z o 14C PARCEL CREATION BY DEEDS OR MAP &1ZImONr/CO, 7G/L7 DEED INFORMATION: DATE OF CREATION: DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO COMM ENTS/CON DITIONS: MAP INFORMATION: DATE OF RECORDING 0 LOT BOOK 4mF 7& PAGE 40' 607 COMPLIANCE WITH OLD SUBDIVEZION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BUILDING DIVISION UNLESS OTHERWISE NOTED. 1. Maintain a 50 ft. building setback from centerline of road. 6j�e//llb/V 7- 2. 2. Maintain a ft.building setback from right-of-way/centerline of _ 3. Comply with Zoning code for building setback from road. 4. Maintain a 100 ft. leachfield setback from all existing wells. Z4. Maintain a L0 ft. leachfield setback from QK i!�- QIV ,04 L—E _ 6. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. 7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. _ 8. Connect to a public water supply. _ 9. Connect to a public sewer system. _ 10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. _ 11. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ _ 12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone nu6%er below) 11 13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. _ 14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to Lhe Pllsrrdog Divisim. _ 15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. _ 16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 17. Pay school impact mitigation fees. X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. _ 19. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. _ 20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. -�<21. 50;�;— 26 M (- 7 Lo i2- t-2C4-rz0a1 d L-- 22. = 22. 23. 24. 25 26 AIO 1N3Wd013A30 0Md1 TUN :10 UN665 9661 1. Z Jn`d a3n1333a LD 7/96 CAWP51 TORMS.KIBLDGPERM.CLR OWNER: A DATE: �S LOCATION: CONTRACTOR -ZONING: PRE -INSPECTION FOR - . PERMIT HISTORY. [ JNONE [ FOLLOWS: e DATE TO INSPECTOR L2 Lq , cz� TYPE OF OCCUPANCY: BUII.DING INSP1sCTOR'S REPORT ag Description: [ ] Commercial/Usage: [ ] Residential/* of Units: [ ) Currently Occupied. [ ) Abandoned/Vacant. c: [ ] Yes [ ] No Electric is currently : [ J On [ ] Off Condition of electrical? Mobile Home: Yes[ ] No[ ] J11- a� /v 3 Gas: i Natural [ .] Propane['] None[ Cu:-rently On[ ] Off[ ] Obvious problems: Sanitation: ' Plumbing working Yes[ ] o[ ). Well: Yes[ ] No[. ] Potable water: Ye:[ ) No[ ] Obvious Sewage Action Recommended: pector: bl ssue for: Date: c_. j y yll L1 �o r�� � o�.y���{J o �✓ ns.) f B 1� �i ��fx/' S- ` ✓LSD � ��✓ 2- � i �sJ , J c �.` . CJ a F 036-240-021', S . PERMIT#96-0464fJ CLIMENT, - Cl utk' `Grimont'Rd., Oroville= ' 4 Ele Fo'r Future Lot Development r 4 M I „ *„ COUNTY OFBUTTE -DEPARTMENT OF')EVELOPMENTSERVICES -BUILDING DIVISION I , -7 County Center Drive - Oroville, CayArnia 95965 - Telephone (916) 538-7541 / _ PERMIT NO. APPLICATION AND PERMIT !!1 !V - ASSESSOR PARCEL NUMBER 0 6— ZONING BUILDING PERMIT OWNER Mum CLTTJF,1ff TELEPHONE SO. Fr, OCC. BUILDING VALUATION OWNERS MAILING ADDRESS PO BOX 21977,<RACRA1127M, CA 1959911 CONTRACTOR'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 20,00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ ARCHITECT OR ENGINEERS MAILING ADORE8 Energy Plan Checking Fee $ Penalty $ BUILDINGADDRESS'nv ; ' RD, E PERMITFEE $ r V ,. PLUMBINGPERMIT I Filing Fee .•20.00 Each Trap 7.00 LOT NO. SUBDNISION'SNAME PARCEL MAP Solar or heat pump water heater 23.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other =W EU SER SPECIFY Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: LLE SEE FOR F[PP(JRI' LOT DEVELOFIENT Mobile Home I S I GI W 1 920.00 PERMITFEE $ Contractor ELECTRICAL PERMIT Filina Fee Main Service ( 500v OR LESS ) 23.00 ZJ.00 200A OR LESS 23.00 Main Main Service ( 200A TO i000A ) 46.00 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. License -4 OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law fill -the following reason: fsl 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 NEW CONST. DWELLING OCCUP. SO. OR ACDNS. ( 8 ACC. BLOB. ) 3.5¢ FT. NEW CONST. MULTI -OUTLET NON-RESIO. ( BRANCH CIRCUITS ) 97.50 ,POWER APPARATUS SINGLE OUTLET CIR. ( ) — Ex. Occup. ( OUTLET OR FIXTURES ) 20 @ 1.60 .50 Ex. Occup. (ouTl�is tAESIo.�ea) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc . Wiring 23.00 P111,111-1119PECTITI, 23.00 PERMITFEE $ 66.00 Contractor 44 � 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 MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor 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.) 6d I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. C .,•�� .r-�+.i�.--�"�___ Date o11 Fe& 76 Signature of Applicant - 0i Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60” deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 66.00 HA2. D. FEES IMP FLOOD COF PARCEL PO HD ISSUE y 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. B ��� J�! i1,a` r �1 Date Y PERMITEXPIRESON (Date) Receipt No. I WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street, Chico, CA - (916) 891-2751*' F 7 County Center Drive, Oroville, CA - (916) 538-7541 CORRECTION NOTICE OWNER PERMI NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. u // 7 L� r , Q!. t Date 7111Inspectors - 0 r 1 . ' r ' t 0 r 1 . 1 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work'. is completed. If you have any questions pertaining to this matter, or need additional explanation, please c ntact this office immediately. D (A- k C / kvu . }1 Y Date / Inspector .Oz% - REV 10/9 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES-BUILDINGDIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541/ PERMIT NO. APPLICATION AND PERMIT - (O ASSESSOR PARCEL NUMBERzDN,iNG� 036-240-021 M BUILDING PERMIT OWNER CHUCK GLIMENT TELEPHONE SQ. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS PO 'ROX 2l922;:rLSACRAWNT0 CA 95991 CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNIwOWN Total Valuation is Fling Fee $ 20,00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty $ BUILDINGADDRESS III GRIMONT RD, OROVILLE PERMITFEE $ PLUMBINGPERMIT Filing Fee 20.00 Each Trap 7.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Solar Or heat pump water heater 23.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other IRMIR ELE SER SPECIFY Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: TEM ELE SER FOR FUTURE LOT DEVELOPMENT Mobile Home IS I GI W1 920.00 PERMITFEE S Contractor ELECTRICAL PERMIT Filinq Fee 20.'00 Main Service ( 800v OR LESS ) 23.00 23.00 200A OR LESS Main Service ( 200A TO 1000A ) 46.00 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. WNER-BUILDER DECLARATION I hereby affirm under nalty of perjury that I am exempt from a Co,tractors License Law for the following reason: 14 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 NEW CONST. DWELLING OCCUR SO. OR ADDNS. ( & ACC. BLDS. ) 3.5¢ FT. NEW CONST. MULTI -OUTLET NON-RESID. ( BRANCH CIRCUITS ) 97.50 ( POWER APPARATUS ) 8 SINGLE OUTLET CIR. 00 Ex. Occup. (OUTLET OR FURORES) 20 Q 1.00 BAL .50 Ex. Occup. OFIXED PPLNS. OR ( ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc . Wiring 23.00 PP7—TT�TS?q.CTT0N3.00 PERMITFEE $ 6'.6.00 Contractor —X -WORKERS' COMPENSATION DECLARATION I hereby affirm 4jilder penalty of perjury one of the following declara ions: ❑ 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 MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor 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.) N I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. p/ X __ Date o21 FeE7 /Fes ignature of Applicant - (a Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over/3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee Is occ CONST. TYPE TOTAL FEE $ 66.00 HAZ. 0. FEES IMP FLOOD CDF PARCEL PD HD 5SU 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. iy . BY Date f f� PERMITEXPIRESON 2 / (D-t Receipt No. ' `/ 4 % �j�/) WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT OF • 1' z 't• r .,mak...!_ • _ ...�- � ?+ .yy�...-;r•Yr ..•.. .,.r ^ �r n*4;.vv-..r.. - -. ,. .. /\`nw - `! .1'• - COUNTYOF BUTTE - DEPARTMENTOFDIEVELOPMENTSERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 -TELEPHONE (916) 538 -7 -1,41 -7& - PERMIT APPLICATION -DATA SHEET 38-7541-j &PERMITAPPLICATION-DATASHEET y�'1 ►� OWNER 1 0 t,1,in 0 Proposed Building Use 'Building Inspector Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted......................................... 2. Plot plans, 3/4 sets, signed by preparer of plans . .......................... 3. Complete plans, 3/4' ets,'°signed by preparer of plans . ...................... 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ............................................ 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). ... . 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of $ .......................................... 11. Impact fees as shown on attached schedule . .............................. 12. California Department of Forestry plan approval/fees. ....................... . 13. Flood elevation letter (100 year flood) by California Engineer . ................. . 14. Sanitation and plot plan approval Health Department . ............ 15. City of Chico plumbing permit . ......................................... 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: . ........ 18. Contact Land Development about (A) Improvements (B) Drainage . ........... . IJ 19. 20. Driveway permit (construction approval required prior to occupancy). ...P��Aect.oA �q� ' � Pre -inspection for p�/�2 required. . to Buit5d n9Inspecto. (Date) 21. Contractor's license information. No., Name Style, Classification . 22. Certificate of Workmans Compensation Insurance ........................... t 23. Owner -Builder Verification (Given to owner , Mail to owner . 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. ..... 27. Letter of intent on building use . ......................................... 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . ..................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... _ 31. ....................... Existing violations/expired permits . ....................................... 32. Plan check list . ..................................................... 33. 34. When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone and hold for pickup at office. Deliver with inspector. Other Parcel Creation Acreage Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the; major labor and materials for construction -of the proposed property improvement: YESM NO[ ]. 2. I HAV" HAVE NOT[ ] signed an application for a building permit for the proposed .work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide'the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTY OWNER: SOCIAL SECURITY NUMBER: $y 5-0 ?0 DATE: 9 I 1ci� 89, NOTE: This owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. Dear Property Owner: An application for a'building-permit has'been submitted in your name listingyourself as 'the builder of property improvements specified- For pecified For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: 0 If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. 0 If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. 0 There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. 0 For more specific information about, your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "ownerbuilder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. 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 confirm that you are aware of these matters. The building permirwill not be issued until the verification is returned. Sinc''brel ; Michail C. Vierra, C.B.O. Manager, Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. OVER COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES, BUILDING DIVISION 7 County Center Drive, Oroville CA 95965 Phone: 916-538-7541 RE: CHUCK CLIMENT A.P. # 036-240-021 With reference to the above subject: Attached is: Application for permit Building Plans Engineered Calculations Owner -Builder Verification Fm DATE: 3/12/96 Mobilehome Utilities Installation Sheet Mobilehome Installation Information Sheet Typical Plan Sheet List of Codes Enforced We need the following information prior to permit processing and/or issuance: Permit application signed and completed where indicated with all copies returned. Plot plans, 3/4 sets, signed by preparer of plans. Complete plans, 3/4 sets, signed by preparer of plans. Engineered plans and calcs, 3/4 sets, with wet signature on plans. Hazardous Material Form Energy Design Compliance and supporting documentation. Statement of Intent for Non -Heated and A/C Buildings. Engineered truss details and layout in duplicate. Mobilehome data and manufacturer's installation instructions, 2 sets. Fees of $ , payable to Butte County Treasurer. Impact fees paid. California Department of Forestry plan approval/fees. Flood elevation letter (100 year flood) by California Engineer. Sanitation and plot plan approval Health Department. City of Chico plumbing permit. Plot plan and business license approval from City of Biggs/Gridley. Planning approval for Land Development (a) Improvements (b) Drainage. Driveway permit (approval of construction required prior to occupancy). Contractor's license information (No. Name Style, Class) or exemption statement. Certificate of Workmans Compensation Insurance. Owner -Builder Verification Form. Recorded copy of Agricultural Acknowledgement Statement. Letter of signature authorization. Copy of recorded deed of parcel creation and 60' right of way to a public road. Letter of intent on building use. Mobilehome utility clearance. Documentation of legal access. Documentation of 50o subdivision developed or (a) Road improvements completed and (b) Parcel meets zoning area and frontage requirements. Existing violations/expired permits resolved. Plan check list data and revisions. sets of plans in accordance with changes marked in red. Other: When our field inspector visited your property, he was not able to gain access. please provide access to the property betore we can issue your permit. Should you have any questions concerning the above, please contact of this office. Y rs very truly, Midlael C. Vlieira, C.B.O. MCV:ahb Manager, Building Inspection T t � - OWNER' DATE: S- LOCATION: 1 (I 'moi , ZONING: CONTRACTOR PRE -INSPECTION FOR DATE TO INSPECTOR: / PERMIT HISTORY: [ 0 [ ]AS FOLLOWS: TYPE OF OCCUPANCY: BUII,DING INSPECTOR'S REPORT - �g Description: x 1 [ ] Commercial/Usage: [ ] Residential/# of Units: Mobile Home: Yes[ ] No[ ] [ ] Currently Occupied. r = r. [ ] Abandoned/Vacant. r: [ ] YesNo 4- Electric is, eptly :[ ] On [ ] Off i Condition of electrical? Natural( ] Propane[ ] None[ ] Currently On[ ] Off J Obvious problems: tion: Plumbing working Yes[ ] No[ ], i j Well: Yes[. ] No[ ] .Potable water: -)'es[ ] No[ ] Obvious So ction-Reconj e Inspector: Date: COUNTY OF BUTTE -D PARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541, c//3� MIT NO. (Rev. 12/96) APPLICATION AND PERMIT �� d ASSESSOR PARCEL NUMBER ZONING M — BUILDING PERMIT OWNER 17.11411(7 rLIMENT TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS CONTRACTOR'S NAME OWNFR TELEPHONE ' CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAIUNG ADDRESS Fireplace Total Valuation is ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDI G ORE S 1 G�RIMONT ROAD, OROVILLE Energy Plan Checking Fee $ $ PERMIT FEE $ LAT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other ELE(� SER, clFr 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: ELECTRIC SER FOR FUTURE LOT DEVELOPMENT Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S .G W @20.00 PERMIT FEE S ELECTRICAL PERMIT I Fling Fee 20.00 Main Service noon OR LEss 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class LIC. NO. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( & ACC. SLDS. so 3.5¢FT, NOµgESID ' MULTI -OUTLET CIR @7.50 POWELEPPARATUS 6 SINR A GOUTLET CIT.Ex. OCCu OUTLET OR FIXTURES 20 ® 1' sA� �00� Ex. Occup. OflviEDs RESIo°Ew 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PRE INSP 23.00 PERMIT FEE $ 66.00 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. ❑ 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.) not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. y X 'Date _ Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee Is Energy Inspection Fee Is OCC CONST. TYPE HAz D FEES IMP FLOOD CDF PMCEL PD I HD I ISSUE This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been By Date PERMIT EXPIRES ON provisions to do work paid. to ReceiptNo. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT I.UUtr 1'Y Ur u4.� a 1.:. - Ai -.•--- -- 7 County Center Drive, Oroville CA 95965 Phone: 916-538-7541 CHUCK CLIMENT 1.11 GRIMONT ROAD OROVILLE CA 95966 RE: PERMIT APPLICATION FOR ELEC A.P. # 036-24-0-021 ' With reference to the above subject: Attaq,is Application for permit Building Plans Engineered Calculations =Owner -Builder Verification Fm Mobilehome Utilities Installation Sheet Mobilehome Installation Information Sheet Typical Plan Sheet List of Codes Enforced We need the following information prior to permit processing and/or issuance: XXXPermit application signed and completed where indicated with all copies returned. Plot plans, 3/4 sets, signed by preparer of plans. . Complete plans, 3/4 sets, signed by preparer of plans. Engineered plans and calcs, 3/4 sets, with wet signature on plans. Hazardous Material Form Energy Design Compliance and supporting documentation. Statement of Intent for Non -Heated and A/C Buildings. Engineered truss details and layout in duplicate. Mobilehome data and manufacturer's installation instructions, 2 sets. "Fees of $66_.00 payable to Butte County Treasurer.. Impact fees paid. California Department of Forestry plan approval/fees. F.E.M.A. National Flood Insurance Program Elevation Certificate prepared by a licensed land surveyor, architect or engineer. Health Department. Sanitation and plot plan approval P City of Chico plumbing permit. Plot plan and business license approval from City of Biggs/Gridley. Planning approval for Land Development (a) Improvements (b) Drainage. Driveway permit (approval of construction required prior to occupancy). Contractor's license information (No. Name Style, Class) or exemption statement. —XXXOwner-Builder verification Form. Recorded copy of Agricultural Acknowledgement Statement. Letter of signature authorization. Copy of recorded deed of parcel creation and 60' right of way to a public road. Letter of intent on building, use. Mobilehome utility clearance. Documentation of legal access. Documentation of Sot subdivision developed or (a) Road improvements completed and (b) Parcel meets zoning area and frontage requirements. Existing violations/expired permits resolved. Plan check list data and revisions. sets of plans in accordance with changes marked in red. Copy of recorded 60' right of way to a public road Other: SINCE THE FIELD INSPECTOR WAS UNABLE TO GAIN ACCESS TO YOUR PROPERTY, PLEASE PROVIDE ACCESS TO THE PROPERTY BEFORE WE CAN ISSUE THIS ELECTRICAL PERMIT. Should you have any questions concerning the above, please contact of this office. Yo very ty,91y, +Manger, . Vieira, C.B.O. MCV:ahb uildingInspection _ BUILDING DIVISION �•v COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE — OROVILLE, CALIFORNIA 95965 — TELEPHONE: (916) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT Agricultural building is defined as follows: Agricultural building is a structure designed an constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structur shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSO ARCELO. AG ZONING M 17 0 OWNE(!?) L PHONE N OWNER' AD�ESS DING ) LOCATION OF BUit L/m LJ �` on USE OF BLIING U)S — a rQ , SIZE OF STRUCTURE 13® ' X f 0�nnVet g ' = l SO. FT. 444 r6, TYPE OF CONSTRUCTION: WOOD FRAME --)L STEEL CONCRETE OTHER (Specify) TYPE OF SI" `u c� ROOF CO ING M a FLOOR I PE ESTIMATED COST OF CONSTRUCTION $ �n Oo AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: ' - I FRONT `'� SIDES �" '""' REAR— EAR AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. AG Buildings must comply'with Flood Zone requirements. Finish floor elevation must be at or above elevation USGS Datum. 014r -L I declare under penalty of perjury that the building will be used as stated above and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. Date o2 7 Permit Fee - $60.00 Receipt No.ar-a Signature of Owner The above described AG Building is exempt from_a-buildinp permit. Manager Building Divi ' By White - DPW, Yellow - Assessor, Pink - B. I., Goldenrod - Applicant Date 111-7 76 �i J ;. .,,_,- .,.COUNTYOF BUTTE - DEPARTMENT OF OEVELOPMENTSERVICES -BUILDING DIVISION m_ 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET r OWNER r- 0L1I., t A. V. - D Proposed Building Use Building Inspector Date At time of p r application, I was advised the follo ing data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted......................................... 2. Plot plans, 3/4)sets, signed by preparer of plans . ............... . ........ . 3. Complete plansp 3/4 sets, signed by preparer of plans . ........... ............ 4. Engineered plans and calcs, 3/4 sets, withtwet signature on plans . ............. 5. Hazardous Material Form . ............................................. 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). ... . 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of $ .......................................... 11. Impact fees as shown on attached schedule . ............................... 12. California Department of Forestry plan approval/fees. ..... ................... . 13 _Flood elevation letter (100 year flooby Ca i ornia Engineer ................... 4. Sanitation and plot plan approval Vb V: eHealth Department . ............ 15:, City of Chico plumbing permit. .................. ........� +1fi. Plot plan and business license approval from City of Biggs/Gridley. ............. Planning approval for (A) Use: (B) Parking: 18`-Eontact Land Development about (A) Improvements (B) Drainage. .......:. . 19.__D'riveway permit (construction approval required prior to occupancy). ..... . Pre -Inspection request 20. Pre -inspection for required. .. to Building Inspector (Date) _ 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................: . . 23. Owner -Builder Verification (Given to owner ,Mail to owner �. .......... . 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ........................................ 26. Copy of recor6ed)deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent 6n building use . ......................................... 28. Mobilehome utility,,.5learance........................................... 29. Documentation of legal access . ..................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements. ............... 31. Existing,violations/expired permits . ................ •................. . 32: Plan.checklist.....................................:................ 33. 34. When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone I and hold for pi' u at office. Deliver with inspector. Other Parcel Creation Acreage Applicant Date °���� s Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date . By The following data must be submitted pri to ermit issuance: (Circle new item not checked above). 1. Index permit for above items No.La 2. Additional items required: i Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Worcs l• 1 J 1 h 1\• 1 ✓r7�-7 e IW 1.— 1475/67 lDOK PIt q3 -SO 66 3 66A06 yr.nA 7 ., ur.n Q 17AC JI n APIST�-CblM Cf— _ v C 13.67Ac • 38 ',a •P =i o 37 4 I ^ ;1346, 1 29 5,03Ar • , I_ I. 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F .Amount:$ � .-%t.._'i:�^ .. • -_ y.=:_i._':F-- •cam :- _ � � -�- �',. ...: �..r : ...,.on 15tt ..:..:.day of each'month - L� . 50.00 t, c -' $..:. X995 , YMENT��UE,JUNE:';7.5th =' FIRST' -PA : �• •:'. ; 0. ..,;." - •'.ice .i=i.:., a. .t .,. .max;. HERE ZS A/•FIFTEEN-,DAY.69:�L`ATE C ARGE':CLAUSE.:l.'; o ...f e• �. :.� f . N�: -._TO THE TITLE C_ PA. Y T== 4:MAKE.PAYMENTS,TO.PAY.EE -< '20Q5: `= v `rSaid ":not'e.'becomes: all7;duef'and ,payable'May: l5; ` p7-�sU SS'��� -- �I 3tJ! 13' t,v 11 a ^ w VATAC I� 44 ♦ 10.73K i lose w 3.01AC b 101AC e y`. ;93 . i t• •. I O yj A4 S 45 x I33 a: 40 Att (5-ls' 5, f Ac hl i SOOd ft/_ C r ' f Oe 1* � 47 y� .•SMAC 54 . l.co•c , 1 � ~a Sii5.04 r •n.0 _ . r aL 1 1 : c c s 51 t 1 S.CIAC � � .. 32 �� 7�r>r �' 3.01 49 Ac O JAIAC 4' 56 � IJ' 7 - ✓r7�-7 e IW 1.— 1475/67 lDOK PIt q3 -SO 66 3 66A06 yr.nA 7 ., ur.n Q 17AC JI n APIST�-CblM Cf— _ v C 13.67Ac • 38 ',a •P =i o 37 4 I ^ ;1346, 1 29 5,03Ar • , I_ I. JOIAC tXl7- +e ANOY'S PL r,3o- - —� i 666.74 10.31.AC T� r I� 31 ::iw r�1. �✓�arlc ~ JvJ �'�I' �., .�.: �'�'; y.\�,:: ,".t'"y,-�'� !1'' .' y' ✓ri.... � � i • .� •, % r " -� :: 5.. �+i,.�pl,�,tr�t•C..t� rte' L vt*--'li;r r ( �. f� ".c:'�•�. i:�,� •':r: ���J. ,.. + : ':'' .:.. -, f�-:' �'1 - d"j i. .ai~i'-�-�.1� ��i�•w^�"`.'y�. iF'� �'��. - rr •'.,e �`a.. �«�i.._'.. •: i•.�.: __f• n � - �`; ��1., �� .: � � 1•: .'}, ..�•.In.1�,>_.y`.;•,r.,a'rl �„•�' .nr�. .. "'} _•(.,y ''7;=%+�•i....� r l!-•`.:1 ?•� �',,�,.�: ):.i.11-,:�`d:••r. "; Mrs. $enrjrT'R�ungerJ.r.: P:O.. ox''2642 pp-.,� Y� 1�. ._`:, . (•: :i ;PAYOR:' .:.... ..;.:.:�,.:.........:...::: PA' 'X R Grimont & Bernadine M w Gr...............mont Trustee;;'' "y''�•r>i PAYEE;,. Leo;} , V 3 fr•; r ...:� r ' : 91351--, ;Condor Rid e.'.Road CanXon.•.:Count;' .Y 15903 ...g..........:.. .1.y; ..,�.. ddress:.;.. ' - .,.... 25� 000 00 ,.:.. _9 nterest rate::.:..:.,...:. /o . F .Amount:$ � .-%t.._'i:�^ .. • -_ y.=:_i._':F-- •cam :- _ � � -�- �',. ...: �..r : ...,.on 15tt ..:..:.day of each'month - L� . 50.00 t, c -' $..:. X995 , YMENT��UE,JUNE:';7.5th =' FIRST' -PA : �• •:'. ; 0. ..,;." - •'.ice .i=i.:., a. .t .,. .max;. HERE ZS A/•FIFTEEN-,DAY.69:�L`ATE C ARGE':CLAUSE.:l.'; o ...f e• �. :.� f . N�: -._TO THE TITLE C_ PA. Y T== 4:MAKE.PAYMENTS,TO.PAY.EE -< '20Q5: `= v `rSaid ":not'e.'becomes: all7;duef'and ,payable'May: l5; ` p7-�sU SS'��� -- �I 3tJ! 13' t,v 11 a ^ w VATAC I� 72-49 ♦� 1 1 1 30 3/ tr's Map No. 36-24 County of Butte, Colif. U 44 ♦ 10.73K i lose w 3.01AC b 101AC e y`. ;93 . i t• •. I O I 40 Att (5-ls' , t C r ILJJK 72-49 ♦� 1 1 1 30 3/ tr's Map No. 36-24 County of Butte, Colif. U 44 ♦ 3.01AC b 101AC e 6139 612.J• O 40 Att t 72-49 ♦� 1 1 1 30 3/ tr's Map No. 36-24 County of Butte, Colif. U N✓'�r .. F,. , - i ,% LAND DEVELOPMENT.- BUILDING PERMIT CLEARANCE �fl 2/ X4 oN T F 4-M / L Y _T�I L6l Building Permit No. 5 9176 OWNE !Is NAME. Cl; e r l �S NUMBER: Lo;::' a/ PRINT LAST NAME FIRST COUNTY ZONINGnn /� 0013 DESIGNATION: /�1I� �I S7 FLOOD ZONE:FLOOD MAP: APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS OR MAP DEED INFORMATION: DATE OF CREATION: DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO COMMENTS/CONDITIONS: /9.99 Ac MAP INFORMATION: DATE OF RECORDING -f/30/60 LOT 4 BOOKPAGE 67 COMPLIANCE WITH OLD SUBDIVISION' LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES _ X NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BU/LD/NG DIVISION UNLESS OTHERWISE NOTED. X-1. Maintain a 50 ft. building setback from centerline of road. G 2 /M p 7— l(? p" 2. Maintain a ft.building setback from right-of-way/centerline of _'3. Maintain a 100 ft. leachfield setback from all existing wells. '{ X4. Maintain a /00 ft. leachfield setback from P2/_/6�G 5 W i1L"45 _'5. Pay water tender fees in the amount of $ to Battalion Number Ce _ 6 -,"-Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. =}. 7. Connect to a public water supply. 8. Connect to a public sewer system. of the Butte County Fire Department. A —9. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. __ 10. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ 11. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See Iphone number below) _ 12. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at,916-'355-7010. _ 13. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the Planning Divasian. _ 14. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the -Seismic Zone 3 requirements of the Uniform Building Code. 15. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. _X 16. Pay school impact mitigation fees. X 17. A development impact.fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. _ 18. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. _ 19. If any cultural resources are encountered during ground disturbing activities, all Work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site - significance and suggest appropriate mitigation measures. 20. 21. 24 25. _ r t N3we 40 /�1Nta10 � 5661 0 £ 9nV C13AI333H LD 8/95 - CAWP5 1 TORMS. K\BLDGPERM.CLR 23. 24 25. _ r t N3we 40 /�1Nta10 � 5661 0 £ 9nV C13AI333H LD 8/95 - CAWP5 1 TORMS. K\BLDGPERM.CLR E.H. U E ONLY Plot Plan Attached Floor Plan Attac d Sent TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance C ( 4- , C' `n � Ips 111( -,phi �m /-t,n L t� Q 0 o -a C-,) Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Clearance for Other Hold final for: Final clearance O.K. for: NOTE: Private Well Environmental Health Specialist Date 8/96 a33oa /f.dc'erl �ipne�i ic�ad, hlah a rn , L419- a .Q(li U9 . O It , i0 r 10 co LQcc n J N s a 1 EAonCOO t Fy�c N 1 4(k �o EXISTING ELEC METER ?t��NJ PERMIT NO. 96-0464 5 X /n F R ,�D , ti io IDo C o�0e. \D C", C� 5 91325.83 /001, CAC IZA FR. E E c i I = 1 � a z � Y i 0 0 LLJ o CD I 1, BUTTE COUNTY BUILDING DIVIISION APPROv0D Z/-'r/oma A hz. w N Cn 00 w RECE1� No. 202 882 S IVs f i A. 641,,y • s f r � ' 1 1 s i 1 1 4 BEDROOM r ' f' r I BEDROOM KITCHEN wiPASS THF Qr � '�.o�•. o ti a w w w N N 1 NOO NN ��� '�000 `, �o$���°� � `•\. 030 0� •- 0 H.n...... �Vpp'ZB'3O'E. /3/7.20' Vi �m^^ MAUI l •\ '# ,wr; �,i. .�. :i�h' .�,fn�R3Fs'� ;.� ;..sa a i'Lc. >aF;u: � I x.37' S "E. /3:'� /B' %til /3/3. NZ * REGIS IN x mA�O 1 SlN OV�� v a M� . In 3 56 -4 e19- ?or ec?A IV VIC LO 6 co N 41 Iz, , f 0 co li U 10 (L ED o boa qK 11) CO 0* Lp r \d 'o� Gff EXISTING ELEC METER \tj Vi (L t1tv 0' P�(Ll rll -0464 00 C D PERMIT NO. 96 I,D 7 )c m F R- ---L7 //0 ON �� poAp /00- L ct 1325.83 0 0 cc 0 LU ca REVIEWED BY BUTTE CO., FIRE DEPT. CALIF. DEPT. of FORESTRY apprw,ed as submitted approved with con tions h't er attache sh. mSignature Date yrw. Varies ax. - Bend Flange Chassis I atom 2-0" ?toss O.C.t w. ass 2t� is As shows 1o.C. 0 .. � � s► to Typical 1" t Construct 6 x 24 !( iQin.} s-----Sldew It Anchpr Bolts. I MiN. -V ��- Crawlhole Within 20 Of s �'� o Set : g x t0 A.B. at Plumbing C.O. Floor Molmot Rion 401s1 y } (location May Vary} loon. Shelli: t - . - �w...ww. w...... ww•wr►rr.rw•.wr•.w...rr•_ww..ww>A.wiw.ww_ww-rww•w•sur-r•.wrr~w...�•-�wvr-w..•...rww.rww.•►.rw•.w.•-rwrr.w.r.w. .r.•wrw-.. r.r w.w ...►.wiw wry- .w••ww..wr ww «w. wn'rrrr� _ • .. • � . seam SW ' 4 ..•. r► r.. w.+ •,w. •.w ._ •... •..• r.. rw w• ..». w_ ww.►w •-• w ww r ......r r �. �.. ww r w �....w» .r..-.• ww.w. •...r sur ...• .� w ...» r .w w.w r .r ar w.w. or..v w w... r.. •-" .ww..w. w ww.aw. w. w• w... w._ w+. .ate. 1 • r... """ ~-•� , ! This connection Is Required for ` p I t•" --� ► - FHA Approved Foundoltoas. a 4x4 TO Moil To ' y 1 % � IOd s to gkgct of ..... List d And Loot-od aim Jai Mi15deleoc. j ` 111 Cortntetion Metal Pier Rated ; t ) 1 r. n 16d of 16 QC. Min. Of 4000* y @ �L 1 ALT. 19DIA x fi Chassis Boom t8"Min, f 1 DEEP CONC FIGS. Seot f4ltn.l0 GA, Listed and Labeled s i SEE DETAIL Metal PlerRaed t „ ET/� i , -10 it tAll-1/4 DAYS Pin) ! � A i 1 u to . Min t'400Q� 3/8 axe A.f3. 12 r�s,n. ,� 1t D 6 Distanae 5 Distance 4 Distance 3 Di i Distance Distance, '2 Distance 1 t (E) B (D) (C) {8) {A} 1 t a+ oF7 v a` Boom t f > I Ridge } a tUiODULE FOOTING WiDTH SPACING 11'•10" 6'-0" 12'-10" 6'-0" 13'-6" 6'-®,r 13'-10" T-0" 14!-10" 5'-0" 15'-10" 4'-6" at . •»............. ! Supports -l a R'tf'i"x.�i6 t See Chart ! 1 Alt. 2'f Round �� Aft.2aa Round a • .. ! l Alt. 12 Wide x 6 Alt. 12 Wide IS!' : • 'i*. : o ! 1 Deep continuous Deep Continuous ease Of sta �. (Paraflal w/Chassis} (Parallel w/Chassis P.tr . t i • ..-..._..... i i ; =•e'enm) rrJ2•e4's X- Boom) w/2•11114rs L.••.1 C ! ! ALT. CHASSIS ' AND RIDGE BEAM SUPPORTS. SECTION D -D MULTIPLE RIDGE BEAM SUPPORTS . N l H ch End . Dlstancs 12 Distance IlS Distance tO Distance 9 Distance 8 Distance T i et n.t.a iSolt..,.., i ' t t l i Existing Ext.81dinDNhD. NE FIN ".4110 Floor Joist l 1° Endwall Anchor Batts. ,at6ac Ft t �„ 1 • oor Mat i. ... . !- ! .�__._.,..Lj I See Endwall Anchor Bolt Chart Trim > _.....,_. _.__. Ride Seam ..w...... -- s Req'd. Ridge For Number Of Bolt Alt. 7/16"linin.} y . - r--------- Supports- t € � .� .�..��.� _Atone Endwall 8d of s"o c.--•••.---••� • t 2x4 BIVa.(When Necessary P.T. t �� 1 See Chart ""' Fefa tsttett ��ts" tMrn.l Noit to Rim Joist w/!sd of it3'a c. Ply'wd. f> min. s p • t I ) T i . i Hardboard or Hardipan tel, ! t Perimeter ! 2xa Top Plate Nail to Blk►g.or Per me a Of � t Opt. 3/8 tMin.f APA Rated „ r C 1 ' ' Rias Joist w/led of !6 O.C. i r. Ods (Gativ.) @ 12" o.c.�'-----'►- 2 x 4 Pressure Treated Foundation Grade . [ , Double Wide �I 1 ) i j C Pir•wd. sheathtrlg 1t ! ! j Nail WSW* @ 6" D.C.Edges Ponywoti•2t14$ at is t) C. t t i " M w fad S (Gov.) 0 s O:e... Lumber, 040 W *(See Press..Treated i.utnber Notes) !! !t �. I. ) i e 1s D.C. Field eta 0 x so A.B. at • o O.C. ,. 1 . t 2x2 3 518"0 x 10 f►.B x /18 Wesher 1 ! j) i• 1 8d at ti O C. a 0 ! B Typical Chassis Su ports- !� I ! 1 2x8 P.T. t#. 2~x 2"x 3116" Wash `. {Studs t 16 .c. Supports - IL ation Ready Units See Details 1 ! - .. ..._ A:I ' a ! p � I t :. «.-»-�- Conc,5tem•Wai! Opt. HC8 .. _ i 1 Must Hass P"isrs Placed A !� i 1 Notts.. ti...• _.....�._._ ..:. _....:..... i r. - r. ! Within 2 -0 Of ! Cut 2"Ott 8lm.oi Eststtnq Sitting and tnsloll X ear or -Wood ii I 1 ! l Trim. "still Well of 6"a.C. 0 ........`... t I t Endw� Is .� ! t�(y" UNLESS SIDING 1S HELD BACK (Sea Control No1016) :+ ., t ~ ! LJ ;1 if 1 l� U 1 ) Vent Placement - tl .l • �•w�w w. rw w_..rr..•w-r.rw.o...w�•..r.r wrwrr.rw..r.w.r.•r rrr.�r.w....w-��..r rw wr.rr•rw....rwww r.rr»w �rwr�ww .». ww•..rwn►r�ww w.r. � !w•.w .r.r w.. �r..wr.rw�. - I/ 1` .�. low a Corners - VIM � t car STANDARD ' tJPi'i0N BACKFILL OPTION Typical y p 3 Sif#ewai Anchor Batts;: Provide Ventilation Of F.ttdwalt Anchor Bolts= Variett . A Set 5�tg ,` + x t0" A.B. at Varies t Sq. Ft. Per Each 150 See Endwall Anchor Solt s •o o.c. {max.} Sq. Ft. Of Underfloor S I D E WA L. L CLO S U R'OPTIONS :Chart For Number Of setts {Offset May or ay Not {Off:et May Or May Not . Area Regtd. Along Endwall Occur Depending On Modal) Occur Depending On Model) This Foundation Plan Is For A►. IF HORIZONTAL LAP SIDING IS TO BE INSTALLED ON THE FOUNDATION >?�OOD 1?ONX WALL FRAMING AN UNDERLAYMEi3T OF MINIM 3 8" APA floor Mot'l, g�•s cel ai. ("'''j 1��t.i Existing Exitrlot Siding--...,...,,,, floorJohl U - Double Wide � " Triple ids RATED SHEATHING.. 24/0. EXPOSURE 1, SHALL FIRST BE INSTALLED AND FASTENED TO THE: STUDS AND PLATES AS SHOWN IN THF', DETAILSt tto woodT' itm r 0r S•t Nob e•lor ~� [t ►t. FOUNDATION PLAN HEREON. SAID SHEATHING SHALL BE INSTALLED ON ENTIRE PERIMETER c'�X113DATION WALL. ed at 4 oc. y r ._ . • •...,..,....c ! t Cho�•/� •{m�11.j:..8..��'nii1. - • - _ - .... .. _ __..._ . NT.9. : _...ftAofix`aa-�-+_. .. •.: �• '.. , -- w • AT fetd Intal! ails it+sn.l SD'FF.ET IN � H OMS O't7SIt LEN(IZi1; SHEATH ..Ph~~� . Hardboa°nt orHatcHpannel• Ito Top Piots,ltolt N/164 0114"0601 84's tdatv.l.®N2" o.C. AKtd � 3j/IG3 C tGg 0.4. End Wall Anchor Bolts for Wind Loading No��• Opt. 3113- iMin.I APA Anted t s Ponywou-ztt+t•s oft$ oc, - INSIDE FACE OF S=s nR .: w t' '1°I' ��3.."....... 8d s (Qaivt 4 O.C. •� Polrwd. 8heattdng ':... � >Z a 4 ftT. stu Ptoit UNDERLAY THE.EJ�'iERTOI ' • , sta°� P low ,a ,' ~ .. . A . & 2 x 4 Prencre Treated Tauri tion Grd. Umber 0. $0 MPH EXP: C and Roof Snowloads tem wise•: 4- o.c. Edges, ' COno.>3t•nt Woih Att. tt,C 9. �.l . • '� ' 2 x 2 x at t o weal _ d ft PRESSURE TREATED Ridge eeaRn L.oada; And Dtataafcea To Support Locutions Are Obtained From .�_ IiAROBOARD`SIDINGV lR . Less Than 35 PSF a t2. o.c.teta� r „ •.- a .d ♦,._ :Sae tencwari :t., ► _ (See Preaa,Teeated Lumber 11blea)(8tud: at 16 ox.) LUMBER NOTES• The Manufactured Home Span Chart. ai8"f?/x1o•AB & ��••4R•bacCots►ldwhenXts, APA RATED SHEAT145102410, .� x�• Where lumber Is cut after treatment, the out surface shall be brush -coated with .not less than 3 percent solution of the same preserves ative used in the original treatment, or shod be field treated in conformance with AWPA slar4ard M4-60 using a 5% solution of pentachlorophenol, copper naphthenote contolning a min. of a '2% _ copper metal, a 3% soWtion of ACA, CCA 0 Length of Home t •a • (Att.l/4 Dr1YePin) -3 000 n.ts. �r"xs�`:�-s bpi �( ,•• • _ll • .. . . ► 4 50 7 60 9 70 . .o: :. • e .� ► 12 32 x 3G 24 x32 9,000 36.s . 24 x36 . 10,000 36•x40 26x3 1 • 36 x 44 30 x 36 !2' p6lt.. ; • •:•: . til••: 1 : t �;• . ', ' ,:, •': , if,' i W t_•_ .,• _ ' '..• .. �• • •. •` • •' tbursd to Ptoce Coact rig. -'k-• . ,.+-_''•s; •w •, ., ' Cone. , , tg. • ,,: •• .•.;.«�.:.;;. .�� , sate When "Deep°• ti s j • • . i •s : � • ' s T1►a ' ::: . %. . • ' •'.. Continuous Footing ' is Used r s yorl Chart [ es.Sse r •- • -•-x Nott: It Su000rlsMoymoveToNovo 1,2 K a 20 SQ. Vartea-►Sat " Chart 20 SQ► FONT R Or 3 Pim tr/4X4 DspsndingOALoad at . •»............. ! Supports -l a R'tf'i"x.�i6 t See Chart ! 1 Alt. 2'f Round �� Aft.2aa Round a • .. ! l Alt. 12 Wide x 6 Alt. 12 Wide IS!' : • 'i*. : o ! 1 Deep continuous Deep Continuous ease Of sta �. (Paraflal w/Chassis} (Parallel w/Chassis P.tr . t i • ..-..._..... i i ; =•e'enm) rrJ2•e4's X- Boom) w/2•11114rs L.••.1 C ! ! ALT. CHASSIS ' AND RIDGE BEAM SUPPORTS. SECTION D -D MULTIPLE RIDGE BEAM SUPPORTS . N l H ch End . Dlstancs 12 Distance IlS Distance tO Distance 9 Distance 8 Distance T i et n.t.a iSolt..,.., i ' t t l i Existing Ext.81dinDNhD. NE FIN ".4110 Floor Joist l 1° Endwall Anchor Batts. ,at6ac Ft t �„ 1 • oor Mat i. ... . !- ! .�__._.,..Lj I See Endwall Anchor Bolt Chart Trim > _.....,_. _.__. Ride Seam ..w...... -- s Req'd. Ridge For Number Of Bolt Alt. 7/16"linin.} y . - r--------- Supports- t € � .� .�..��.� _Atone Endwall 8d of s"o c.--•••.---••� • t 2x4 BIVa.(When Necessary P.T. t �� 1 See Chart ""' Fefa tsttett ��ts" tMrn.l Noit to Rim Joist w/!sd of it3'a c. Ply'wd. f> min. s p • t I ) T i . i Hardboard or Hardipan tel, ! t Perimeter ! 2xa Top Plate Nail to Blk►g.or Per me a Of � t Opt. 3/8 tMin.f APA Rated „ r C 1 ' ' Rias Joist w/led of !6 O.C. i r. Ods (Gativ.) @ 12" o.c.�'-----'►- 2 x 4 Pressure Treated Foundation Grade . [ , Double Wide �I 1 ) i j C Pir•wd. sheathtrlg 1t ! ! j Nail WSW* @ 6" D.C.Edges Ponywoti•2t14$ at is t) C. t t i " M w fad S (Gov.) 0 s O:e... Lumber, 040 W *(See Press..Treated i.utnber Notes) !! !t �. I. ) i e 1s D.C. Field eta 0 x so A.B. at • o O.C. ,. 1 . t 2x2 3 518"0 x 10 f►.B x /18 Wesher 1 ! j) i• 1 8d at ti O C. a 0 ! B Typical Chassis Su ports- !� I ! 1 2x8 P.T. t#. 2~x 2"x 3116" Wash `. {Studs t 16 .c. Supports - IL ation Ready Units See Details 1 ! - .. ..._ A:I ' a ! p � I t :. «.-»-�- Conc,5tem•Wai! Opt. HC8 .. _ i 1 Must Hass P"isrs Placed A !� i 1 Notts.. ti...• _.....�._._ ..:. _....:..... i r. - r. ! Within 2 -0 Of ! Cut 2"Ott 8lm.oi Eststtnq Sitting and tnsloll X ear or -Wood ii I 1 ! l Trim. "still Well of 6"a.C. 0 ........`... t I t Endw� Is .� ! t�(y" UNLESS SIDING 1S HELD BACK (Sea Control No1016) :+ ., t ~ ! LJ ;1 if 1 l� U 1 ) Vent Placement - tl .l • �•w�w w. rw w_..rr..•w-r.rw.o...w�•..r.r wrwrr.rw..r.w.r.•r rrr.�r.w....w-��..r rw wr.rr•rw....rwww r.rr»w �rwr�ww .». ww•..rwn►r�ww w.r. � !w•.w .r.r w.. �r..wr.rw�. - I/ 1` .�. low a Corners - VIM � t car STANDARD ' tJPi'i0N BACKFILL OPTION Typical y p 3 Sif#ewai Anchor Batts;: Provide Ventilation Of F.ttdwalt Anchor Bolts= Variett . A Set 5�tg ,` + x t0" A.B. at Varies t Sq. Ft. Per Each 150 See Endwall Anchor Solt s •o o.c. {max.} Sq. Ft. Of Underfloor S I D E WA L. L CLO S U R'OPTIONS :Chart For Number Of setts {Offset May or ay Not {Off:et May Or May Not . Area Regtd. Along Endwall Occur Depending On Modal) Occur Depending On Model) This Foundation Plan Is For A►. IF HORIZONTAL LAP SIDING IS TO BE INSTALLED ON THE FOUNDATION >?�OOD 1?ONX WALL FRAMING AN UNDERLAYMEi3T OF MINIM 3 8" APA floor Mot'l, g�•s cel ai. ("'''j 1��t.i Existing Exitrlot Siding--...,...,,,, floorJohl U - Double Wide � " Triple ids RATED SHEATHING.. 24/0. EXPOSURE 1, SHALL FIRST BE INSTALLED AND FASTENED TO THE: STUDS AND PLATES AS SHOWN IN THF', DETAILSt tto woodT' itm r 0r S•t Nob e•lor ~� [t ►t. FOUNDATION PLAN HEREON. SAID SHEATHING SHALL BE INSTALLED ON ENTIRE PERIMETER c'�X113DATION WALL. ed at 4 oc. y r ._ . • •...,..,....c ! t Cho�•/� •{m�11.j:..8..��'nii1. - • - _ - .... .. _ __..._ . NT.9. : _...ftAofix`aa-�-+_. .. •.: �• '.. , -- w • AT fetd Intal! ails it+sn.l SD'FF.ET IN � H OMS O't7SIt LEN(IZi1; SHEATH ..Ph~~� . Hardboa°nt orHatcHpannel• Ito Top Piots,ltolt N/164 0114"0601 84's tdatv.l.®N2" o.C. AKtd � 3j/IG3 C tGg 0.4. End Wall Anchor Bolts for Wind Loading No��• Opt. 3113- iMin.I APA Anted t s Ponywou-ztt+t•s oft$ oc, - INSIDE FACE OF S=s nR .: w t' '1°I' ��3.."....... 8d s (Qaivt 4 O.C. •� Polrwd. 8heattdng ':... � >Z a 4 ftT. stu Ptoit UNDERLAY THE.EJ�'iERTOI ' • , sta°� P low ,a ,' ~ .. . A . & 2 x 4 Prencre Treated Tauri tion Grd. Umber 0. $0 MPH EXP: C and Roof Snowloads tem wise•: 4- o.c. Edges, ' COno.>3t•nt Woih Att. tt,C 9. �.l . • '� ' 2 x 2 x at t o weal _ d ft PRESSURE TREATED Ridge eeaRn L.oada; And Dtataafcea To Support Locutions Are Obtained From .�_ IiAROBOARD`SIDINGV lR . Less Than 35 PSF a t2. o.c.teta� r „ •.- a .d ♦,._ :Sae tencwari :t., ► _ (See Preaa,Teeated Lumber 11blea)(8tud: at 16 ox.) LUMBER NOTES• The Manufactured Home Span Chart. ai8"f?/x1o•AB & ��••4R•bacCots►ldwhenXts, APA RATED SHEAT145102410, .� x�• Where lumber Is cut after treatment, the out surface shall be brush -coated with .not less than 3 percent solution of the same preserves ative used in the original treatment, or shod be field treated in conformance with AWPA slar4ard M4-60 using a 5% solution of pentachlorophenol, copper naphthenote contolning a min. of a '2% _ copper metal, a 3% soWtion of ACA, CCA 0 Length of Home " am, x 10" A.B.. No. of Sib di W/2" x 2" x3116" Washer R tootinff elael for $oil Parr 1000 - 1500 -3 000 40 6 50 7 60 9 70 10 80 12 32 x 3G 24 x32 9,000 e A a or C o o -5 /o ! ion of FLAP types , g r so ut Or * Max. Spacing of Anchor Bolts is 6' - 0" O.C. ACC; or creosols in Conformance with AWPA 4- standard M4-80 paragraph 1.511. End Wall Anchor ®oils for Roof 5nowioads Over 35 PSF and to 84 PSF Max Fasteners shot! be stainless steel or hot -dipped galvanized. Hot•dipped zinc• coated, nails shalt be: coated after manufacture to their. final form, including pointing, heads breading or twisting, as applicable. EiectrogalvanUdd or mechanically plated nails or staples, and hot - dipped zinc - coated staples sholl not be permitted. Staples, where permitted under 4 thisreport, shall be stainless steel :types 304 Length No. of 518" diam. x 10" A.S. of Home W/2" x 2" 4116" Washer to 50 60 70 jq 80 RIDGE ' S. EAM SUPPORT FOOTING SiZE LOAD fl tootinff elael for $oil Parr 1000 - 1500 -3 000 20" x 24" 12x24" 4,900 24 s . 8 x 24 . 5 000 2 x 32 20 x24 6,00o 24-x36- 24 s . 7,000 28-X36 24'--14- X28 8,000 . 32 x 3G 24 x32 9,000 36.s . 24 x36 . 10,000 36•x40 26x3 11,000 36 x 44 30 x 36 12,005- 36x48 32 x 38 RiDGE Sea Anchor'Bolt Chars • For No. 0f setts BEAM SUPPORT LOCATIONS or Number tloits, ow REAR F E D C i3 A FRONT " «4 ReOot Vtrt.ot 48"tt.CdWhteHC.B. • u U•tdl MODEL D C evt eofi sottom of foist. Sidino And kt►teil 4 Robot Coni. Haidbaiud or flardtpannef ° „ s 2 s'4 Top'Ptott Attach or/2. a 10 U.S. DIST. f1 S•1•� r 14 rs � Ronatl tr/04 014 OA. tSe1 Nois �) LOAD Al" Sall brg. Prassttre STANDARD FOUNDATION READY OPTION BACKFIL FOUNDATION READY OPTION ` Bxitltng E:lator $iainq---r.....,., floor s1o11. Floor doicf �jy d �i•�'. FTG. REARd L� K l M G FONT R DIST. LOAD FTG. '2•x 2"x 3116" Wacfter. `'' ' o is Petd.} N • :Anchor Bolt i�i - ..1�• �4 lAt% PXP 1 NAIL W/ 6d Q 4 O C ° chart F f► 2 x 2 x 3/16" washerit . •• • i K J 1 i'i C..._..s "".�,,,. ,. . ; i� .t + P.3il? ). NAti. W/ bd (t� 4" O.C. Ett�}�todF�•4 , fSt i : �. ;:, { �L _ • and 316 as defined by the AISI classification. _ .. _ SeeAncherBottchart ,;.:: ' "Max. Spacing atAnchorBoits is B o O G. Q For t - • R = No. of Botts: �t .• . c. • • t. a ; ' AT ALL CtaNTACTS. au��Et�v. � ••� :! HOMES OVER 60"IN' LENGTH WITH A ROOF edd. " or ya •49" SNOW LOADING OVER 35 PSF REQT3IRE cvf tt"Oil cotton or Calif. twnR•s F1.C.t1Ltsttls.4p Siding And tripoli 2 dor a Wood If 4 RsOor Con'i.• 3 x 4 or 3 x 6 P.T. SILL PLATES R.aou 4184 • : tst� eioi��61. ... .. ° S`TiANDARD ..NON FOUNDATION -READY OPTION BACKFILL NON FOUNDATION -READY OPTION ....._. SECTION C -C,,' (ENDWALL CI . ZURE OPTIONS ExtsWt9 Exterior BMing .... .. _ 3 . • nits• ' Field Install Zhu, Cto;urs estall 2"(Mia.)ats Nota t3atow E N G'-I:N EE l �l • - - S A APPROVAL8" mh. GENERAL NO. ES T FNtd lntts6 Cbsure to ... : ..r..* � ..w..wrw s ..r,,.�•.j:,..r •a�r..•i?cn >•:. S�'-`tNi.3ticx• siilia °� •' • . ► tt K;.' : z� . tt4aLcbllttarta 0 Ses Sldawott Closure 2z 81k g• ., • -.• w el s. � Datoii Wedges Far Levdfng-Typ. L THIS FOUNAATIOtt PLAN.lS•DESIGNEO TO 8E USED u °• �' QFESSJD . 21 s»tn. - 4 Cont. a « " Witt( MFG D. HOME=, . y'f • �� �, MOBiLEHOME FOUNDATION SYS'T`FAi aittseson Tp44 or Eglal . • 4 a : 8 x 8 x 16. N.C.B.(Att. Metal Pietl•Typ` ► . at Each Anchor bolt • t3 max. g » �''! 1Q" A.B " a a >R a !2" 36' MAKE • .....,... �L .? .� at ` a _ ,� j8 X at 72 oc, 2 x1� x40 Rt wood Pea O.•farwaov�ta ee 1At;.'rAt.TxANDSAF1rTYcoDE.'SBCTION 185s1 P.T.iPads(Alt.� co Big. Pod) min. mon. t , , � ��`� � `^' APPROVED a Vert. at 9a ot. : - w/6 gasp Graxet(6ravei May >te Omitted Opttoirol •• MtiDt:L NAiLW4-I0dATSII,I t 6" min. When Exist► .Soil is Free Dratnfngs As Canerete 2. DESIGN LOAOSr c 4 i. KATEAND4t9dAT Y fb C►•. /0 8 ,. Dsf.rtarited Laolf! a!a a 0701st SUBIF= TO coRR2crtoxS NOTED fi ftlM tctTST "� ., j „ :, •'� taT.1'ERttAA'iE TO w00T3 HAD: Abscco ` ' : '•. ` .,, ... r, RooF11V1""I.oAD. P.Sti f2 tk. Hearing Pttd No 8raysl Rs4uTred-Ssa T2 i �,''` �?F; " +i►: FLOOR LIVE LOAD' P.S:f: �� ANOVALD013NOTAWHORIZsoRAttisZMAW . •�. _" r , �; t , t; Dsta11 flit ' . ; • _'` .�; . lx .» ;: WIND LOANP.S.F. E SVIATION FROM alt NOTE: s au. .,. �. s she®!} :-.».»:..__..w ,,. w L ot+fts xsotto wiau tr�trs ''` ' a Rebar Cont. ''-' 4 �► t;'IV�9. b° ,� AFFUCAsc� STATE LAWS AND R9MA*9K tot cut 3" Off Bottom of Exisano-Sidin and _ !2 ' , SEISMIC ZONE. 9 . � - State of tstifanits #4 Cont.-.-.....:.......- 'O4 Rebor Wrt. a/ 4tf" ilY,Vvhen 6 Deep Continuous 3. TN!S FOUNDATION lS FOR PLACING MFt3 R HOMES .: ' �� �� Iftsialllt Z Sar b fRetfall Wl�c1's at 6 O.C. -� Nota • 20 .or 2a .Round Footing is Used OF ��� �Deparhned of -Housing sad Cam=tliq t2 QC.(Req Q Onfy W/".B. Note: CONSTRUCTED W LONGITUDINAL OR CROSS J01STS. Stsmaolti The Footing: Shown Ara Options, x rL uap Conc.n Fig. . ,.- • + (Alt. 18" Wide x 6 Deep a. ALT. OrJNL`RETE ,SHALL til1VE' A C.OMPRESSIY.E flIVYSi F CODES Each Type Is Attoetabia.'° Cantinttoua Cona.Ft9. ! STRENGTH OF 2OOo'i?S.t. IN 211 GAYS. W/ P z-+ra►a} STEEL PIER C NCRETE BLOCK o. sy 5, THIS FOUNDATION PLAN iso»SIGNF»D T4 BEBUTTE COUNTY t - r CONSTRUCTED AN A FAOLY.LtYEI SITE WITH NO EXISTING Solt. PROBLEMS. BUILDING / SPANO TYPICAL APPLICt�T10NS .� I I• s ALT. S�C'T�C1N A•A & C -C _ � � .. .. SECTION A A SECTION B B , a. MF4.d. HOME MAY BE SHIPPED FROM THE FA004 �*�„�iV��AAJO c� t.► n fst. n.. APPROVED wtTtt siDING cUx aACtc 2* AND Z BAR INSULLEh. '" " 7. FO.UN ATION CONT.-RAITbR . BNALL VE A : ABESCO BEAR NG PAD • �.:. RIFY . ALL.: DIMENSIONS BEFORE. CON$TAVOTING :FOU N.RA1`tOH: . 3 nits.It 111! 'I'll TIM1111! ,. :. .. Q. Sea Anchor'Bolt Chars • For No. 0f setts :•. ? ;• : • • .r AT ALL CONTACTS '.: or Number tloits, st 0.• rt1 2 a" or Wood Trim 844 Note 8olov ed at 4"a•C. ad at tz"ac. Feld iritaa Tice tsrarwt• ,,...•---- 2. elVe• W LG" .04 AllooA to Era t�•mesr ,�: =•w s rs. Rs�►�. -• °. . �� f tt P �i10 .�Xt�.:. � " «4 ReOot Vtrt.ot 48"tt.CdWhteHC.B. • u U•tdl E D C evt eofi sottom of foist. Sidino And kt►teil 4 Robot Coni. Haidbaiud or flardtpannef ° „ s 2 s'4 Top'Ptott Attach or/2. a 10 U.S. 2 Bor.OrWood Yjim. f1 S•1•� r 14 rs � Ronatl tr/04 014 OA. tSe1 Nois �) ywd Sheath? APA Retell' 2 t�4 RL SH I Plots! t6"QC. ` STANDARD FOUNDATION READY OPTION BACKFIL FOUNDATION READY OPTION ` Bxitltng E:lator $iainq---r.....,., floor s1o11. Floor doicf �jy d �i•�'. Oist:9 2 x 2 x 3/16" washerit . •• • i K J 1 i'i C..._..s "".�,,,. ,. . ; i� .t + P.3il? ). NAti. W/ bd (t� 4" O.C. Ett�}�todF�•4 , fSt i : �. ;:, { �L _ • and 316 as defined by the AISI classification. _ .. _ SeeAncherBottchart ,;.:: ' "Max. Spacing atAnchorBoits is B o O G. Q For t - • R = No. of Botts: �t .• . c. • • t. a ; ' AT ALL CtaNTACTS. au��Et�v. � ••� :! HOMES OVER 60"IN' LENGTH WITH A ROOF edd. " or ya •49" SNOW LOADING OVER 35 PSF REQT3IRE cvf tt"Oil cotton or Calif. twnR•s F1.C.t1Ltsttls.4p Siding And tripoli 2 dor a Wood If 4 RsOor Con'i.• 3 x 4 or 3 x 6 P.T. SILL PLATES R.aou 4184 • : tst� eioi��61. ... .. ° S`TiANDARD ..NON FOUNDATION -READY OPTION BACKFILL NON FOUNDATION -READY OPTION ....._. SECTION C -C,,' (ENDWALL CI . ZURE OPTIONS ExtsWt9 Exterior BMing .... .. _ 3 . • nits• ' Field Install Zhu, Cto;urs estall 2"(Mia.)ats Nota t3atow E N G'-I:N EE l �l • - - S A APPROVAL8" mh. GENERAL NO. ES T FNtd lntts6 Cbsure to ... : ..r..* � ..w..wrw s ..r,,.�•.j:,..r •a�r..•i?cn >•:. S�'-`tNi.3ticx• siilia °� •' • . ► tt K;.' : z� . tt4aLcbllttarta 0 Ses Sldawott Closure 2z 81k g• ., • -.• w el s. � Datoii Wedges Far Levdfng-Typ. L THIS FOUNAATIOtt PLAN.lS•DESIGNEO TO 8E USED u °• �' QFESSJD . 21 s»tn. - 4 Cont. a « " Witt( MFG D. HOME=, . y'f • �� �, MOBiLEHOME FOUNDATION SYS'T`FAi aittseson Tp44 or Eglal . • 4 a : 8 x 8 x 16. N.C.B.(Att. Metal Pietl•Typ` ► . at Each Anchor bolt • t3 max. g » �''! 1Q" A.B " a a >R a !2" 36' MAKE • .....,... �L .? .� at ` a _ ,� j8 X at 72 oc, 2 x1� x40 Rt wood Pea O.•farwaov�ta ee 1At;.'rAt.TxANDSAF1rTYcoDE.'SBCTION 185s1 P.T.iPads(Alt.� co Big. Pod) min. mon. t , , � ��`� � `^' APPROVED a Vert. at 9a ot. : - w/6 gasp Graxet(6ravei May >te Omitted Opttoirol •• MtiDt:L NAiLW4-I0dATSII,I t 6" min. When Exist► .Soil is Free Dratnfngs As Canerete 2. DESIGN LOAOSr c 4 i. KATEAND4t9dAT Y fb C►•. /0 8 ,. Dsf.rtarited Laolf! a!a a 0701st SUBIF= TO coRR2crtoxS NOTED fi ftlM tctTST "� ., j „ :, •'� taT.1'ERttAA'iE TO w00T3 HAD: Abscco ` ' : '•. ` .,, ... r, RooF11V1""I.oAD. P.Sti f2 tk. Hearing Pttd No 8raysl Rs4uTred-Ssa T2 i �,''` �?F; " +i►: FLOOR LIVE LOAD' P.S:f: �� ANOVALD013NOTAWHORIZsoRAttisZMAW . •�. _" r , �; t , t; Dsta11 flit ' . ; • _'` .�; . lx .» ;: WIND LOANP.S.F. E SVIATION FROM alt NOTE: s au. .,. �. s she®!} :-.».»:..__..w ,,. w L ot+fts xsotto wiau tr�trs ''` ' a Rebar Cont. ''-' 4 �► t;'IV�9. b° ,� AFFUCAsc� STATE LAWS AND R9MA*9K tot cut 3" Off Bottom of Exisano-Sidin and _ !2 ' , SEISMIC ZONE. 9 . � - State of tstifanits #4 Cont.-.-.....:.......- 'O4 Rebor Wrt. a/ 4tf" ilY,Vvhen 6 Deep Continuous 3. TN!S FOUNDATION lS FOR PLACING MFt3 R HOMES .: ' �� �� Iftsialllt Z Sar b fRetfall Wl�c1's at 6 O.C. -� Nota • 20 .or 2a .Round Footing is Used OF ��� �Deparhned of -Housing sad Cam=tliq t2 QC.(Req Q Onfy W/".B. Note: CONSTRUCTED W LONGITUDINAL OR CROSS J01STS. Stsmaolti The Footing: Shown Ara Options, x rL uap Conc.n Fig. . ,.- • + (Alt. 18" Wide x 6 Deep a. ALT. OrJNL`RETE ,SHALL til1VE' A C.OMPRESSIY.E flIVYSi F CODES Each Type Is Attoetabia.'° Cantinttoua Cona.Ft9. ! STRENGTH OF 2OOo'i?S.t. IN 211 GAYS. W/ P z-+ra►a} STEEL PIER C NCRETE BLOCK o. sy 5, THIS FOUNDATION PLAN iso»SIGNF»D T4 BEBUTTE COUNTY t - r CONSTRUCTED AN A FAOLY.LtYEI SITE WITH NO EXISTING Solt. PROBLEMS. BUILDING / SPANO TYPICAL APPLICt�T10NS .� I I• s ALT. S�C'T�C1N A•A & C -C _ � � .. .. SECTION A A SECTION B B , a. MF4.d. HOME MAY BE SHIPPED FROM THE FA004 �*�„�iV��AAJO c� t.► n fst. n.. APPROVED wtTtt siDING cUx aACtc 2* AND Z BAR INSULLEh. '" " 7. FO.UN ATION CONT.-RAITbR . BNALL VE A : ABESCO BEAR NG PAD • �.:. RIFY . ALL.: DIMENSIONS BEFORE. CON$TAVOTING :FOU N.RA1`tOH: . 3 nits.It 111! 'I'll TIM1111! ,. :. .. Q. 2 a" or Wood Trim 844 Note 8olov ed at 4"a•C. ad at tz"ac. Feld iritaa Tice tsrarwt• ,,...•---- 2. elVe• W LG" .04 AllooA to Era t�•mesr ,�: =•w s rs. AT ALL WaD HOMES OVER 50 FEET iN LF.ATQTH, SHEATH - Alt. w"!ta" s� • fain, ' s min. P. T: :--•---a f tt P �i10 - Dist, 6 Dist. 5 Dist. 4 . Dist. 3 gist. 2 Dist. i F E D C 8 A ' Haidbaiud or flardtpannef ° „ s 2 s'4 Top'Ptott Attach or/2. a 10 U.S. a;t ;,k Ply t a►� � f1 S•1•� r 14 rs � ywd Sheath? APA Retell' 2 t�4 RL SH I Plots! t6"QC. ` INSIDE FACS OF STUDS OR UNDERLAY TM E n=ORT: Wd. 8?'a ,iso• 8dL's frA1•Yj d: 4 ..a r6*1clt for it ft/'tl0,t w f fG• a • • 0 24 is • Dist l2' - Dist.1! Dist: iO Oist:9 Dist.B Dist.7 Hitch End v • Iveu wtsajs ®a oc. f' N 12'ges: . , O.C.a.t . Field r--4---:--*� sts•0xII&A.S.at 1~ s Cons. Sttm Woil,A11.M 9. „ •V' -J4 f4bot ContlAft•n KC.B t u us•dt HARDBOARD SIDING WITH 3/8 „ APA RATEDSIiEATHIrIG24/t), s .5St, look ' , p ----•-`"" -a" $.1 ;a w•tt. •• :.•., ��. �i •x ';si . 2 x 4 Pressure Treated Foundation erd.t.�ur W 0*40VF OF 2 u ¢ �citt See press.Tieated Luger Mies)(Studs at is oc. tTl� { 2 x 2 x 3/16" washerit . •• • i K J 1 i'i C..._..s "".�,,,. ,. . ; i� .t + P.3il? ). NAti. W/ bd (t� 4" O.C. Ett�}�todF�•4 , fSt i : �. ;:, { �L _ • and 316 as defined by the AISI classification. _ .. _ SeeAncherBottchart ,;.:: ' "Max. Spacing atAnchorBoits is B o O G. Q For t - • R = No. of Botts: �t .• . c. • • t. a ; ' AT ALL CtaNTACTS. au��Et�v. � ••� :! HOMES OVER 60"IN' LENGTH WITH A ROOF edd. " or ya •49" SNOW LOADING OVER 35 PSF REQT3IRE cvf tt"Oil cotton or Calif. twnR•s F1.C.t1Ltsttls.4p Siding And tripoli 2 dor a Wood If 4 RsOor Con'i.• 3 x 4 or 3 x 6 P.T. SILL PLATES R.aou 4184 • : tst� eioi��61. ... .. ° S`TiANDARD ..NON FOUNDATION -READY OPTION BACKFILL NON FOUNDATION -READY OPTION ....._. SECTION C -C,,' (ENDWALL CI . ZURE OPTIONS ExtsWt9 Exterior BMing .... .. _ 3 . • nits• ' Field Install Zhu, Cto;urs estall 2"(Mia.)ats Nota t3atow E N G'-I:N EE l �l • - - S A APPROVAL8" mh. GENERAL NO. ES T FNtd lntts6 Cbsure to ... : ..r..* � ..w..wrw s ..r,,.�•.j:,..r •a�r..•i?cn >•:. S�'-`tNi.3ticx• siilia °� •' • . ► tt K;.' : z� . tt4aLcbllttarta 0 Ses Sldawott Closure 2z 81k g• ., • -.• w el s. � Datoii Wedges Far Levdfng-Typ. L THIS FOUNAATIOtt PLAN.lS•DESIGNEO TO 8E USED u °• �' QFESSJD . 21 s»tn. - 4 Cont. a « " Witt( MFG D. HOME=, . y'f • �� �, MOBiLEHOME FOUNDATION SYS'T`FAi aittseson Tp44 or Eglal . • 4 a : 8 x 8 x 16. N.C.B.(Att. Metal Pietl•Typ` ► . at Each Anchor bolt • t3 max. g » �''! 1Q" A.B " a a >R a !2" 36' MAKE • .....,... �L .? .� at ` a _ ,� j8 X at 72 oc, 2 x1� x40 Rt wood Pea O.•farwaov�ta ee 1At;.'rAt.TxANDSAF1rTYcoDE.'SBCTION 185s1 P.T.iPads(Alt.� co Big. Pod) min. mon. t , , � ��`� � `^' APPROVED a Vert. at 9a ot. : - w/6 gasp Graxet(6ravei May >te Omitted Opttoirol •• MtiDt:L NAiLW4-I0dATSII,I t 6" min. When Exist► .Soil is Free Dratnfngs As Canerete 2. DESIGN LOAOSr c 4 i. KATEAND4t9dAT Y fb C►•. /0 8 ,. Dsf.rtarited Laolf! a!a a 0701st SUBIF= TO coRR2crtoxS NOTED fi ftlM tctTST "� ., j „ :, •'� taT.1'ERttAA'iE TO w00T3 HAD: Abscco ` ' : '•. ` .,, ... r, RooF11V1""I.oAD. P.Sti f2 tk. Hearing Pttd No 8raysl Rs4uTred-Ssa T2 i �,''` �?F; " +i►: FLOOR LIVE LOAD' P.S:f: �� ANOVALD013NOTAWHORIZsoRAttisZMAW . •�. _" r , �; t , t; Dsta11 flit ' . ; • _'` .�; . lx .» ;: WIND LOANP.S.F. E SVIATION FROM alt NOTE: s au. .,. �. s she®!} :-.».»:..__..w ,,. w L ot+fts xsotto wiau tr�trs ''` ' a Rebar Cont. ''-' 4 �► t;'IV�9. b° ,� AFFUCAsc� STATE LAWS AND R9MA*9K tot cut 3" Off Bottom of Exisano-Sidin and _ !2 ' , SEISMIC ZONE. 9 . � - State of tstifanits #4 Cont.-.-.....:.......- 'O4 Rebor Wrt. a/ 4tf" ilY,Vvhen 6 Deep Continuous 3. TN!S FOUNDATION lS FOR PLACING MFt3 R HOMES .: ' �� �� Iftsialllt Z Sar b fRetfall Wl�c1's at 6 O.C. -� Nota • 20 .or 2a .Round Footing is Used OF ��� �Deparhned of -Housing sad Cam=tliq t2 QC.(Req Q Onfy W/".B. Note: CONSTRUCTED W LONGITUDINAL OR CROSS J01STS. Stsmaolti The Footing: Shown Ara Options, x rL uap Conc.n Fig. . ,.- • + (Alt. 18" Wide x 6 Deep a. ALT. OrJNL`RETE ,SHALL til1VE' A C.OMPRESSIY.E flIVYSi F CODES Each Type Is Attoetabia.'° Cantinttoua Cona.Ft9. ! STRENGTH OF 2OOo'i?S.t. IN 211 GAYS. W/ P z-+ra►a} STEEL PIER C NCRETE BLOCK o. sy 5, THIS FOUNDATION PLAN iso»SIGNF»D T4 BEBUTTE COUNTY t - r CONSTRUCTED AN A FAOLY.LtYEI SITE WITH NO EXISTING Solt. PROBLEMS. BUILDING / SPANO TYPICAL APPLICt�T10NS .� I I• s ALT. S�C'T�C1N A•A & C -C _ � � .. .. SECTION A A SECTION B B , a. MF4.d. HOME MAY BE SHIPPED FROM THE FA004 �*�„�iV��AAJO c� t.► n fst. n.. APPROVED wtTtt siDING cUx aACtc 2* AND Z BAR INSULLEh. '" " 7. FO.UN ATION CONT.-RAITbR . BNALL VE A : ABESCO BEAR NG PAD • �.:. RIFY . ALL.: DIMENSIONS BEFORE. CON$TAVOTING :FOU N.RA1`tOH: . 3 nits.It 111! 'I'll TIM1111! ,. :. .. Q. .____ ------.--------- E.H. USF ONLY ,4o¢ ran Arf"ft.d Floor plan Anssl:ad Sant to B.D. :meat Health prance 2 OwnerLocation Water Su Pub i Private Well Plan Approved for: Sewage Disposal P clearance for dwelling. Other Hold final for: Final clearance O.K. for: NQ.ZE: Environ 8/96 Health Specialist Date Ef3•�Z£ I � � W X p° Of a� fi9�0-98 'OI�I ZIL1I23�d ,�3 �7?- I a , � �M^( NUJ H 1I OH'IH ONI,LSIXg � � Q I � � L' --.. J?SMS V17 ,--' N co \TT 4N �.--nvircmrnenodi Health, :U � S � ,14� i sj a I Ot .rr �� alI• ��p o�s�- al���. li n ■7 l TwVI C! V11 WVWT vvv. v www rermr• ue� It"ItIons ®Y V 1� .o . o: o - .H �o. �0;Z D.t. 13 JAv 0S scale a"n Job Stvs.t Of Sheeft PRINTED ON' CIEARPRINNT 1300N I fsj 1" 11, o1i M777MM "77`77-7