Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
078-260-002
i 96@98�r' Patricia Wilson 4965 V -C Rd . ,Oroville i Permit # 2 3-76P,E(util.,MH) /S ELEC . a S o 'CPA -"P GAS : L /1,4f - . - - SUppopt 4TRIJCTIJBF REQ. /!/g COMPACTION TEST REQ. ti d ' contr: V. L. Coltr M�Sacramento I Permit #5850-76I Issued /d —cP-4et 7 'Vtl 6 082 --- Permit#3538-83MH (existing �s:Ltte) Issued /0�/���.� :J;AoD -0-4 QRI03'i 1=0768 PALMER, JOHN & M 4965 AUTREY OVILLE WIV- MH CONT: D CONSTRUCTION PERM FND EX SITE REPLACE 05-2116 ROCKWELL, MICHAEL & DORIS 4925 AUTREY LN, OROVILLE Cont: OWNER ELEC SERV �6 0 ii o� CD Z Cl=l CZ=) BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP052116 u. l.. ouiiumy rCllnll U 1-!U- Ny 1 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under Issued Date: 08/08/2005 APN: 036-082-033-000 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. Site Address: 4925 AUTREY LN ORO License Class : License Number: Map Index: Date: Contractor: Description: ELECTRICAL SERVICE AND GAS RE -TAG OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: ROCKWELL MICHAEL H & DORIS ETAL . 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 41 TEALBROOK DR the Contractor's State License Law (Chapter 9 commencing with Section OROVILLE, CA 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 95966 violation of Section 7031.5 by any applicant for a permit subjects the (530) 532-1659 applicant to a civil penalty of not more than five hundred dollars ($500).): 0/_1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an Applicant: ROCKWELL MICHAEL H & DORIS ETAL 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 41TEALBROOK DR sale. If however, the building or improvements are sold within one OROVILLE, CA 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 95966 sale.). (530) 532-1659 ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (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 contracts for such projects with a contractor(s) licensed Contractor: pursuant to the Contractors' State License Law.). am' Exempt under Article 3 of the Busine s and Professions Code ❑ IIa un Date: 1�-� Uwner: WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for License #: 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 Architect: required by Section 3700 the Labor Code, for the performance of Engineer: the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: arrier:Policy#: - Policy #: Total Square Ft: 1 0 S. F. ❑ I certify that in the performance of the work for which this permit is Valuation: $0.00 issued, I shall not employ any person in any manner so as to Census Code: 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 Io oo forthwith comply with those provisions. a Date: Applicant:O�O 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 is hereby issued under the applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Resolutions to do work indicated bove for which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) Date: Name: BY /+ �' 0 PERMIT EXPIRES ON: l 0 Address: Date El I 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. ❑ 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 that I 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. 4 R Print Name: / x l / C * -Q f Signature::: K, —Q6 --7C? J� Date: caner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor u. l.. ouiiumy rCllnll U 1-!U- Ny 1 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OF APPLICA TION Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY" OWNER L ameFirst Dc w -e Name e Addre s /61— 0 0 r r'. CityO D v t'l L, State,,, Zip 5-9 ,1�6 Phone3 _�� s9 , Fax E-mail APPLICANT SIGNATURE X� For office use only: CONTRACTOR Name Flood Zone Address SRA City Occ. State Zip Phone Page Fax E-mail Date Approved: Lic. # Class APPLICANT SIGNATURE X� For office use only: ARCHITECT/ENGINEER Name Flood Zone Address SRA City Occ. State Zip Phone Page Fax E-mail Date Approved: State License Number APPLICANT SIGNATURE X� For office use only: APPLICANT NAME Name Flood Zone Address SRA City Occ. State Zip Phone Page Fax E-mail Date Approved: APPLICANT SIGNATURE X� For office use only: Zoning Property Address Flood Zone Cross Street l/�-S SRA Yes No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc PERMIT NO. 21 BIN # LOCATION AP# Property Address Taty ro vj Cross Street l/�-S WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: eC�9vt�e Drv—l✓ � Sq. Footage 51 a O ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. I I Received by: �,6. Amount: t Bldg I I Page 1 of 2 Receipt #: _y 0Z -Un Date: r Total REV 2-24-05 SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Detached Accessory Building Form filled out by the owner (if required). ❑ 12. Hazardous Material Form (for Commercial Buildings only). Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11.' ❑ Grant Deed, ❑ M.H. Title/Statement of Facts. ❑ 12. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, please contact a Permit Assistant at (530)538.7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\BIdgApp1SubRgmts.doc Page 2 of 2 REV 2-24-05 1 NOTES RESIDENTIAL 036-082-035 01-0768 PALMER, JOHN & MAXINE 1 4965 AUTREY LN. OROVILLE CONT: D & A CONSTRUCTION MH PERM FND EX SITE _ REPLACE. THE HCD FORM 433A FOR THIS MH CANNOT QBE RECORDED UNTIL ONE OF THE FOLLOWING ;HAVE BEEN TURNED IN TO THE BLDG DIV: (1) LICENSE PLATE(S) OR DECAL(THE INSPECTOR MUST RETREIVE) (2) STATEMENT OF FACTS(ONLY ON NEW MH'S). �'INSPECTOR TO VERIFY SERIAL & LABEL #'S, SPECIAL CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPY Address GAS Meter B Da ELECT Meter Date i JOB FINALED (Date) `� v Signature ,/ = OK 0 = Not OK - = Not Applicable = Not Ready , MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements Footings; Soils -Size -Depth -Spacing -Connectors -Steel 2. Soils; Special MH Support Sketch Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer; Location -Test -Fall -C/O -Concrete Wood Awn.; Posts-Beams-Rttrs.-Connectors Shthg.-Frg-Bracing 4. Water; Location -Test -Easement Needed (Sketch) Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Carports; Windows -Doors 6. Gas; Location -Test -Wrap;-/ /" L'ft. / /'Nat. or / /"L"h./ PLPG Electric 7. Well Clearance & Disconnect Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 8. Utility Clearance Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 1. 4. Electricity; MH Test -Crossovers -Breakers -Clearances 2. 5. Drain; MH Test -Fall -Flex Connector 3. 6. Water; MH Test -Regulator -Connector 4. 7. Water and Sewer Connected -C/O to Grade -HD Approval 5. 8. Gas and Electricity Tagged 6. 9. Tie Downs -Type -Installation Cert. 7. 10. Exits; Insp.-Sketch 8. 11. Cert. of Occupancy 9. 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Z�X, L�zz� 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-Rttrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI - 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip, w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date _ Card B-1 ./ = OK 0 = Not OK - = Not Applicable = Not Ready , RESIDENTIAL (: Date 46. 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.-/ P' Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ P' Ftg. Depth 5. Stemwalls, Main; Ste el- Blockouts- Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 63. PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19 D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 70. Fireplace or Stove, Clearance -Hearth Date 71. Card B-1 Date Card B-1 Date 72. Card B-1 Date Card B-1 Date 73. ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or AI Insulated Neutral O Yes O No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings Date 86. Card B-1 Date Card B-1 Date 87. Card B-1 Date Card B-1 Date 88. MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Comments at Final: 40. Sills Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing jingle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Ring. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls- Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 82. Following Instld./Drive J Yes J No/Walks J Yes J No/Planters J Yes J No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: h BUILDING.PERMIT NUMBER: 01-0768 Address or location of unit: 4965 AUTREY LANE, OROVILLE, CA. 9-5966- Legal -5966Legal Description of Real Property: A.P.#036-082-035 j SEE ATTACHED "RED � h f' a D (x) Mobilehome/Manufactured Dome O Commercial Coach Has been affixed to the real property above by installation on a foundation system pursuant to health and Safety Code Section 18551. Owner's mane: JOHN B. PALMER & MAXINE Z. PALMER Owner's address: 4965 AUTREY LANE, .OROVILLE, CA 95966 INSIGNIA OR ACTT) NUMBER: RAD/297722/3 SERIAL NUMBER OR V.I.N.: -0900-224-12354A/B MANUFACTURER'S NAME: CHAMPION YEAR: 2001 OFFICIAL APPROVING INSTALLATION � DATE: 5/25/01 PHONE: (530) 538-7541 RECORDING R'EQUES`TED BY: 0& AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 COPY of Document Recorded 30 -May -2001 2001-0022725 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. JOHN B. PALMER & MAXINE Z. PALMER REAL PROPERTY OWNER/LESSOR 4965 AUTREY LANE MAILING ADDRESS OROVILLE, BUTTE, CA 95966 CITY COUNTY STATE ZIP SAME INSTALLATION MAILING ADDRESS. IF DIFFERENT CITY COUNTY STATE ZIP SAME UNIT OWNER (if also property owner, write "SAME") MAILING ADDRESS 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 01-0768 (530)538-7541 BU I G PERMIT N TELEPHONE NUMBER 5/25/01 SIGNATURE OF LO AL AG OF CIAL DATE NONE DEALER NAME (if not a dealer sale, write "NONE") NONE DEALER LICENSE NO. CHAMPION 2001 INFINITY MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAMUNUMBER 0900=224-12354A/B 23'4" X 50' 8"/52 RAD/297722/3 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNIAILABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION ASSESSOR'S PARCEL NUMBER A.P. #036-082-035 SEE ATTACHED HCD FORM 433(A) REV. 8/91 WHITE - County Recorder CANARY - HCD PINK - Applicant GOLDENROD - Building Dept. etb LEGAL DESCRIPTION A.P. M036-082-035 All that certain real property situate in the County of Butte, State of California, described as follows: 91 The northerly 65 feet of the southerly 130 feet of Lot 1 and the northerly 65 feet of the southerly 130 feet of the west 30 feet of Lot 2; said Lots 1 and 2 are in Block 15 of Villa Verona as shown on Wall Map No. 12, Butte County Records. Together with a right of way and easement for sewer and utility purposes 10 feet in width over the following described property: The westerly 10 feet of the east 50 feet of the north half of Lot 1 in Block 15 of Villa Verona; and the south 10 feet of the west 50 feet of the north half of said Lot 1; and the south 10 feet of the north half of Lot 2 in Block 15 of Villa Verona, as shown on Wall Map No. 12. eta RECORDING REQULST.tU By Bidwell Title & Ewoo Company AND WHEN RECORDPD MAIL TO r+*m John D. Palmer si,m 4965 AVrRHY LANIE Ad&W ciy.eu'o OROVILLE CA 95966 LP o.krtra 00195829.001 000 1 —100a 104 y Naeorded dff iCoeuartly®fnrdl) cpm UKUHS 9cnrdQr Rp8 RY 1l1lxt8pN �99i9tdPlb B9t�0AM 81-t4dy��803 Parcel N0. 23¢•o� GRAFTUED 'rHIS ,lORM FUPu4lSI•IEU BY BIDW ELL 7 l -U & UCROW COMPANY I TAR FE 27.54 I pego1I nP p 11u Undersigned Orontor(s? Ucctara(a) Docuntewary "i,a;tafer Tux.is $27.50 0 City/Town of C) computed on full value or Interest of prop!my conyoycd, er 0 Unlneotpotated Arra f] fall valet leas value orlicns or encmnbmncos tertatning at the tame or sale 0 MonumeM Fee of SI0,00 FOR A VALUABLE CONS)DRF ATION, reoelpl of which Is heinty seknowted@ed, Randall L Wilson, A5 HIS $Ott PLNI) 819YARArIC PROPUTY heiaby ORANI'(s) to John 13, P&Izer ar.d Maxine Z. Panner, Hu®)rend and Wift as Joint ':anants the following real property ib &,e C) City of 0 Unlnco.po;ured Arca County of 0ultc, State of Cahtbrnla: gn WISIT A A'T'TACHED HERETO &ND MAN A PART HEMP P i, wm�o'aio IN STATE OFCALIPORtNIA COUNTY OP BUTTE 1 on PFS 114,rx2 _ before me• the undersigned, a Votary Public in snd for said Cou ty and State, personally appeared NIAdall t WILSon -- Personally known to M9 for proved to rrn on the belie of satisfactory evidence) to be the person(s) Whose nanetst ie/ore subscribed to the within instrument And Acknowledged to me that he/she/they executed the same an his/not/their authorized cspaclty(iea), and that by hie/her/their signature0l, on the inctrUment the person(s), or the entity upon behalf of which the peraon(s) acted, executed the inntrumsht. t411HESS my d official goal. Si ature Man t4V C4A'PrUVA)70 m - O&om ea 86nwo Order No. 00195829-001 UHIBIT A THE LAND REFERRED TO kEREIN IS DESCRIBED AS FOLLOWS: ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: THE NORTHERLY 65 FEET OF .THE SOUTHERLY 130 FEET OF LOT 1 AND THE NORTHERLY 65 FEET OF THE SOUTHERLY 130 FEET OF THE WEST 30 FEET OF LOT 2; SAID LOTS 1 AND 2 ARE YN BLOCK 15 OF VILLA VERONA AS SHOWN ON WALL MAP NO. 12, BUTTE COUNTY RECORDS, TOGETHER WITH A RIGHT OF WAY AND EASEMENT FOR SEWER AND UTILITY PURPOSES 10 FEET IN WIDTH OVER THE FOLLOWING DESCRIBED PROPERTY: THE WESTERLY 10 FEET Or THE EAST 50 FEET OF THE NORTH HALF Or LOT 1 IN BLOCK 15 OF VILLA VERONA; AND THE SOt)TH 10 VEST OF' THE WEST 50 FEET OF THE NORTH HALF OF SAIL' LCT 1; AND THE SOUTH 10 FEET OF THE NORTH HALF OF LOT 2 lN BLOCK 15 OF VILLA VERONA, AS SHOWN ON WALL MAP NO. 12. AP N0, 036-082-035 200 Ebb ' 0 1 060 �- 3-n I (108] 3 -1 -LII 7-13PIQ 18 0q: o ti< rrrm STATE OF CALIFORNIA DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT DIVISION OF CODES AND STANDARDS REGISTRATION AND TITLING SECTION STATEMENT OF FACTS This unit is a: Mobilehome Commerical Coach Floating Home Truck Camper Decal (License) No. (s) Trade Name Serial No. (s) a. 3L � AY4" K% o-r-(tio- AIS I/ We, the undersigned, hereby state that the unit described above: ptPr�! opo -- �sac� -- � �� b� c�v.�-oc� �-zc�..�-►�,-, �� Affiant further agrees to indemnify and save harmless the Director of Housing and Community Development, State of California, and subsequent purchasers of said unit, for any loss they may suffer resulting from registration of the above- described unit in California, of from issuance of a California certificate of title covering the same. I / We certify under penalty of perjury that the foregoing is true and correct. Executed on vc�)• DJ at: oroville ,California (Date) (City) (State) Signature of each affiant Printed name of each affiant Address 1740 Feather River Blvd. City Oroville HCD 476.6 (Rev 11/86) Michelle Freel, Office Manager , State California CO,UNT�YOF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 a Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT 24271 ASSES PARC NUMBER ��-0 2-035 ZONING RT 1 BUILDING PERMIT OWNER PALMER JOHN & MAXINE TELEPHONE 513_ SO. FT. OCC. BUILDING VALUATION 1185 `) OWNER'S MAILING ADDRESS 19 PINEDALE AVE. OROVILLE CA 95966' CONTRACTOR'S NAME D & A CONSTRUCTION TELEPHONE 1533-9643 CONTRACTOR'S MAILING ADDRESS 1740 FEATHER RIVER BLVD. MVTTTR, CA 95965 CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation Is ARCHITECT OR ENGINEER LICENSE NO. Film Fee $ 20.00 Permit Fee $ 272- ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 2 3 0k BUILDING ADDRESS 4965 AUTREY LN. OROVILLE, CA 95966$ Energy Plan Checking Fee PERMIT FEE $ 321. 75 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome EX Other SPECIFY 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 M Other ❑ Describe Work: MH PERM END EX SITE, REPTAICE Gas piping system 1 - 5 outlets 15.00 cno Building sewer 15.00 Mobile Home IS I GI W1 @20.00 PERMIT FEE $ 50.00 ELECTRICAL PERMIT Fling Fee 20.00 "OOVOR UE Main Service 2o0A 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,pulp and my license is in f ll force and effect.POWER Lic. No. License Class 4�j�3�LA 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 ADONS. ( a ACC. Bins. s0 3.5QFT; MULTI.OUTLET 97,50 APPARATUS 8 SINGLE OUTLET CIR. EX. OCCU OUTLET OR FIXTURES zo o ,.00 BAL p .so FUCED APPLNS. OR Ex. Occup.ourLETs RESID. Ew 5,00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 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( 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' mpensatlpjLmsurar1pe carrier and policy number are: Carrier rva MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ 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. LL�//�� X Date LU `� Signature f App cant - Owner XContractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in heigh . Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 171-75 HAZ. p Es IMP OOD CDF PARC 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 fee have been paid. Byl)6 Date d PERMIT EXPIRES v ate ReceiptNo. 315215/63.00 WHITE-D.D.S.-B.D. CANARY -AS SOR PINK -INSPECTOR GOLDENROD -APPLICANT J 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 �Y_6 7& V ASSESSOR P CELNUMBERa ^ ZONING / BUILDING PERMIT �,N n CCt' TELEPHONE 1 SO. FT. OCC. BUILDING VALUATION OWN1E ,ADDRESS L� 0 Ct CONTRACTOR'S NAMETELEPHONE 3-9643 CONTRACTORS MAILING ADDRESS 1740 Feather River Blvd. Oroville 95965 CONSTRUCTION LENDER ^ Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 2_0.00 _ J— Permit Fee _ $ Plan Checking Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS BUILD ADDRESS A>v�e G to Energy Plan Checking Fee $ , PERMIT FEE $ - r LOT NO. SUBDIVISIONS NAME i H& „� !�1 PARCEL MAP PLUMBING PERMIT _ Fling Fee 20,.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome Igj Other SPECIFY 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 g Other ❑ Describe Work:nu DD_e a± Cal K r�::C� rT-6 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service OOO V OR LE 2o0AORfSSSS 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. 457364 —r OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owher 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. DWEILINCi UP. OR ADDNS. ( a Acc. BLDs. SO 3.5¢FT. HON A�lu ' MULTI-OURCUTSTLET g7.50 POWE"APPARATUS 8 SINGLE OUTLET CIR. EX. Occup. OUTLET OR FIXTURES 20 Q I.00 BAL 50 Ex. Occup. ourLEEDTS REM.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.0d 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. X) 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' co m ensation insurance carrier adnd Ro-licy number ar Carrier4. C3C'ae" R Policy Number \lD`�-1b-�\ (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 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 Signature of Applicant - ❑ Owner )EX 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 FEt $ Mobile Home Installation Fee $ Energy Inspeocin Fe $ OCC CONST TYPE -- TOT FEE $ HAZ. IMP FLOOD CDF p EL HD ISsuE This permit Is he 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;y Date M EXPIRES ON peva r Receipt No. / —' 1 WHITE-D.D.S.•B. D. CANARY -ASSESSOR PI INSPECTOR G NROD-APPLJCAN COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: 1 SESSOR PARCEL Proposed Building Use wilding Inspector: Date: L — / ©— O At time of permit applicatio , I was advised ihe following data must be submitted prior to permit processing and/or issuance: Date Received By 111. All iiems have been submitted .------------------------ & 2 of plans, 3/4 sets, signed by the preparer of plans. ❑ 3. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 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! ------------------ El 6. Energy Design Compliance and supporting documentation. ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ---- 0 8. azardous Material Form. - --------------------------------------------------------------------------------------- anufactured Ho a installation instructions including Tie Down Specifications.------------------ ees of $--//=----------------- t -------------------------------------------------- ---- Impact fees as shown on the attached schedule. SGC,a4:2o-E.r----------------------------------------------- �( ❑ 12. California Department of Forestry plan approval/fees. -------------------------------------------------------- ❑ 1 ood elevation certificate. --------------------------------------------- anitation and plot plan approval Health Department. Ell 5. City of Chico plumbing permit. --------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. --- E117. -- ❑17. Planning approval for (A) Use: O )Z (B) Parking: -------;------------------ ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, 5Legal Parcel. ----- ----------------- 9 ' ncroachment Pemut for driveway (construction approval prior to occupancy). -------- =------------------ Cre- on for 1/h Oma— required Request to Building Inspector on Contractor's license inf rmation. (Number, Name Style, Classification). ------------------------------------ -13-01LIP 022. Workers' Compensation carrier and policy number. ----------------------------------------------------------- ❑23. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- 024. Letter of signature authorization. -------------------------------------------------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. ------------------------------- 7 ------------------ ❑26. Letter of intent on building use. ----------------------------------------------------------------------------------- ❑ 27. Manufactured Home utility clearance.--------------------------------------------------------------------------- _ 28. Existing virant and/or e ' ed permi;Check --- ---------------------------------------------------------------- _ --------------- /C29-- -------------- /C'2❑433 A,eed�H. Title, to H.C.D $ _ ❑ 3 0.ther:------- Wh you issue�the'rossas follows 11Mail to owner, []Mail to contractor. elephone/ and hold for pickup at t15 office. ❑ Deliver with inspector. .-N ), (Date) Applicant: Gc.XXLJ Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department. Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: ; 7-4 Contractor, designer, owner, was advised of the above required dFa by ❑ e ail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by o phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by o phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above wired data by ❑ phone, ❑ mail, ❑ Building Div'sion counter, by Plans reviewed by: Date: Plans approved by: Date:�'ak7QT Sets of plans on h ld in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. PERMIT NO.: 34-01 Lake Oroville Area Public. Utility District 1960 Elgin Street OROVILLE, CALIFORNIA 95966 533-2000 DISTRICT APPROVAL AND VERIFICATION OF INSPECTION BUILDING SEWERS This verification form must be submitted to the Butte County Department of Public Works Building Department prior to issuance of a building or occupancy permit, whichever is applicable. Prior to final approval by Butte County of a Building or an Occupancy Permit, a copy of this verification form, signed off by Lake Oroville Area Public Utility District, must be submitted to Butte County. Date: May 2, 2001 Applicant: John Palmer (Owner) D & A Construction - 19 Pinedale 1740 Feather River Blvd Applicant Address: Oroville, CA Oroville, CA Applicant Phone NO.: 533-7424 533-9643 Property LOcations(s): 4965 Autrey Lane, Oroville Villa Verona Sub, a portion of Lot #1 & #2 A. P. No.(s): 036-082-035 Fees due: None, New home replacing burn out Application for service approved: QLAKE OROVILLE AREA PUBLIC UTILITY DISTRICT Inspection(s) made and successful test(s) observed: Location: 0 Lake Oroville Area Public Utility District release to close permit: Date: By: Date: 7�,t,'i••- �...-.r:- •--�.__�. b".r?'f�k ..yam. Jk.Fwi`^7*'��1+"7�IIR''. ,i'r.li'T`�"`'"1FitT"+"""tr-.•`t"r.•''..�*"`.�':1_.,�`�`--�..Y: ;-t 'r ^..�� W -w .•i i BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM School D A.P. Nun Property Property SUbdIVISIu„ ................................................................................................................. : Residential Development € Sq. Footage /a6 No of Living Mobile Home Addition/ 'Supplemental to Geo R) Units Installation Conversion Permit # € *(No foundation inspection): New, / Addition Department Representative Sq. Footage (Including Exterior {=Roofed Areas) Date boor runs reviewed Dy scnooi uistnct rersonneu District Identification No. _% C . ,11t-Qil.(12, School District certifies that (Applicant) (Street Address) (Phone Number) (City) (State) (Zip Code) has complied with the requirements of Resolution No. �/ �� — ��� by payment of $ representing 0 " square feet. AB 2926 $ FULL MITIGATION $ School District Representative Date Paid by Check # Remarks: Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 660201a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) I feeform.xls (10/98)dmm Kt PRE -INSPECTION REPORT r— LOCATION: S autroes:�, G, r CONTRACTOR: PRE-INSPETION am DATE TO INSPECTOR: PERMIT HLSTORY:( NONE (XAS BUILDING INSPECTOR'S REPORT Building Description: CommerciallUsage: Residential/# of Units: Currently Occupied /yb DATE: --L 19/0 A. P. #- 3 —o a ZONING: 4 _t Abandoned[Vacant , Electric: Yes No Electric currently On Off_ Condition of Electric Gas: NaturalPropane None Currently On Off Obvious Problems: Sanitation: Plumbing Working / Well Working Potable Water—"-----, ater ✓ Obvious SewageProblems `! G ACTION RECOMMENDED: ISSUE: HOLD FOR k 1 Inspecto 66�pDate V N1 - Sketch buildings on reverse and indicate location on property ... . ....•a..�,...,e.as..>.x-aa>.�s+n.�r+mdzxr.::::E:a:tec.:�.n'c.:': r"'_�a'Y..ti:f'�^ COUNTY OF BUTTE - DEPARTMENT OF 'l3EVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) , APPLICATION AND PERMIT /0V ASSESSOR P CEL NUMBERA (�CyJi( ZOMNO BUILDING PERMIT owN C n `�q TELEPHONE 33 • �LiaLl SO, Fr, OCC. BUILDING VALUATION DWyE�S ADD�QI p : ct 1C�1 3 c , CONTRACTOR'S NAMEELEPHONE T33-9641 CONTRACTORS MAIUNG 1740 FAeDDaRESS ther River Blvd. Oroville 95965 CONSTRUCTION LENDER EFirelacetion LENDERS MAILING ADDRESS $ ARCHITECT OR ENGINEER LICENSE NO. Flin Fee $ 20.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Permit Fee -' = Plan Checking Fee $ - _ $ Bu ADDRESS atm ULI eir, a Energy Plan Checking Fee $ $ PERMIT FEE $ - LOT NO. SUBDIVISIONS NAME y F� PARCEL MAP PLUMBING PERMIT Fling Fee 20,00 USEOFSTRUCTURE SF ❑ Duplex D Mobilehome IX Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 ' Water piping 15.00 / TYPE OF WORK New ❑ Addition DRemodel ❑ Utilities ❑ Installation �i Other 13 Describe „,Work: ` ne��(aQ�'� M I�_L C�4 j `F Each gas water heater or vent 15.00 Gas i in stem 1 - 5 outlets 15.00 pg sewer 15.00 Mobile Home S G W Q20.00 PERMIT FEE $ 6n ELECTRICAL PERMIT Fling Fee 20.00 Main Service eoov oR LESS sow OR LESS 23.00 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. License Class C 4 7 Lic. No. 4 5 7 3 6 4 OWNER-BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractus 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. XI 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' co_mpensatlon insurance carrier an oil. nu er nr Carrier ,.�Qj1Q� Policy Number \(Dc' -1b-®\ (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 woikers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant - ❑ Owner XX 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 sow TO ,000A 46.00 NEW CONST. DWa IMq OCCUP. So OR ADDNs. ACc. BLnS. 3.52FT: ” G"s ' MULTI OUTLET 97.50 NON•RESID.BRANCH CIRCUITS POWER APPARATUS a swGLE OLrnET CP. Ex. Occup. OUTLET OR FIXTURES RAL @'.500 Ex. Occup. � D.o)EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.od PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEL: $ Mobile Home Installation Fee $ Energy Inspe0on Fee $ occ CONST TO FEE $ HAZ IMP FLgOD CDF —' PAVELv-V I HO ISSUE This per Is he Issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date le ReceiptNo. —Z—) / WHITE-D.D.S.-B.D. CANARY -ASSESSOR PI -INSPECTOR GOLDEN ROD-APPUCANT I 36-082-35 �t _ �-,"~=• Patricia Wilson �=- A'4 4965 V-C Rd.,Oroville� Permit # 2 3-76P,E(uti . ,MH) ELEC . Gas p L •�+ 1 SUPPOR TRUCTURE REQ. .va Q. OJ MPACTION TEST REQ. 36-082-35 { contr: V. L. Coltri, Sacramento I Permit ��5850_7a PC 4 I Issued- 36-082-35 Permit#3538-83MIi (exists .site) Issued /0l/jl� T 4� 036-082-035 01-0768 PALMER, JOHN & MAXINE - 4965 AUTREY LN. OROVILLE ` CONT: D & A CONSTRUCTION } ` MH PERM FND EX SITE REPLACE ! ' r M 7- . ' I •. I ' 1. F-* 59r V 4-00 EptSEN E tJ1" i PLANNING DIVISION -BUILDING PLAN APPROVAL Use: C� Date: H-'� -0 f F Parking: Landscaping: to Other: - - Signature: km R.&, upj_v- jt�PlACAKL NOTE: See the attached esidenlia! Construction Requirements LIT UAT, foo OU PPRO VF_ Model #224 2'3'-4"x5O'-8"/52' u - J � _ � � kid . v �;MrO61LEH�ME�INSTALLATIONDATA ..:! 1) Owner's Name: 2) Assessor's Parcel Number. 3) Installer's Name: INTEGRITY HOMES, INC. 4) Is the site currently under permit? Yes [ ] No [X] Permit No. 5) Is the site an existing site? Yes i-17 No[ ] (if yes, furnish two plot plans). 6) What is the electrical rating of the mobilehome? tC)o Amperes. 7) What is the mobilehome site circuit breaker rating? app Amperes. 8) What is the electrical rating of -the mobilehome site? Amperes. 9) Is the main service remote from the mobilehome site? Yes [ ] No [ yj If it is, what is the rating? Amperes. 10) Is there any other electrical load to be served by the mobilehome site electric service (ie well, garage, etc.)? Yes [ ] No If yes, please identify the load and size: a) The mobilehome site: Load- Amperes - b) The main service: Load- Amperes - 11) Type of gas service at mobilehome site: Natural [ ] Propane fe None [ ] 12) Size of gas pipe at the mobilehome site from the meter or tank: 3/4". 13) What is the gas pipe length from the meter or tank to the mobilehome? 14) What is the mobilehome gas demand? B.T.U. * *(This information isnot required if the pipe length is less than 6 feet on natural gas or less then 50 feet on propane). THE OTHER SIDE OF THIS FORM MUST BE COMPLETED IN ORDER TO PROCESS THIS PERMIT APPLICATION . Co. VVI > MOBILEHOME SUPPORT DATA Mobile Manufacturer: Manufacture Year: a0m If other then single de, fumishSetup Model Number: Width: a3 9 Length: 5 I � ft Tagalong or�Expando Size X On all mobilehomes manufactured after October 7, 1973, furnish manufacturer's installation manual and structural setup sheets. FOOTINGS: Wood pressure treated or foundation grade [Y] Other: SUPPORTS: Concrete block [l" ] Other: Provide Tie Down Specifications for all Mobilehomes: Cec*m( PLQ r Line 1 Piers: Line 1 Openings Size minimum: I ]XI I Size minimum: I 1x[ Spacing maximum: Each side of openings " From ends -max: with width over: " Line 2 Piers: Size minimum: Spacing maximum From ends -max: Line 3 Roof Loads: Size minimum Location (from rear): Line 5 Roof Loads: Size minimum Location (from rear): Line 4 Piers: x N Size minimum:]XI ,�e o Spacing maximum: I " a' U From ends -max: " iQlAt" C) 04W Q 01EpA SI BEWU I frA?I a I -BEIM f MITING LTf€ > I -BERM l 1 -BERM a SIBEM#.L I (ORRIN) 20•-8• F1-? (ELECI)16'-9- 12'1 (Cdi51 10'-4'l4•-51/4 (HRTER) 9'-2'- � I J, r--———--——————————————— t--<6Bo I - . Ir—,bW • NOTES: CHAMPION HOME BUILDERS Co. 840 PRLN AVE, P.O. BOX 429, LINDSAY, CR 93247 `36 111 1112'1 33'-8 3/41 -e• - PIER PLACEMENT GENERAL NOTES 1. This plan has been calculated.uith a 20 pound Mal load. 2. All 1 -Bea. piers have a mariwm spacing of 8 feet a/c ith end peers located no more than 2-0 from each end of the I -Beau. 3. See installation eaeual for pit, configurations. 4. Alternate methods of foundation and tie dorm construction may be used m lieu of the Champion Installation Naval provided the a.ethod has been designed and slagged by a regitlered Architect or Cngineer and the method accts local and/or slate building codes. S. All dimensions taken from rear edge of floor. matL 09-224, [JUL r PIER FOUNDRTION - - - �- - - - - ---- - t. �r � � -� Z -- ��_ -`� __ F. _ ���� __ __� _ _ y C ( `~ % -_ +� �- _ -_ - - -- - - -- -� -- ��-��-------- - ---_� _.__._. W� _ � � � ��� �� �;'/ - _ ____.___ - _ ��_�_ _..�._ _ �. ___ _. _ �. _ --. ___,....-,_-. ... _-�..__t.. _ _ _ _ .. I 11 o0 Or I �V lluzcau.E �®2919 Ks �knA f Entries Contained In thisreport are intended for the sole use of the State Fire Marshal. Estimations and evaluations made herein repre- sent "most likely" and "most probable" cause and effect. Any representation as to the validity or accuracy of reported conditions outside the State Fire Marshal's office, is neither intended nor implied. 1 2 3 4 STATE OF CALIFORNIA OFFICE OF THE STATE FIRE MARSHAL FIRE INCIDENT REPORT El Medio (DEPARTMENTAL USE) INCIDENT.WO. 51 2701 DEL CORR FIRE DEPARTMENT I [:] 2[:] OCCUPANT NAME EXTENT OF DAMAGE - FIRE RELATIONSHIP ALARM 41 ce)nfiried to building of or,,7on CODE EXTENT OF DAMAGE - SMOKE Randall t'. i ll son 01-wner SOURCE TEL. of PI A7 CODE RAD10 CODE TYPE 41 confined to ?wilding e0% orgin VEReAL ESTIMATED LOSS - CONTENTS OTHER ADDRESSROOM /APT. NO. CITY ZIP TELEPHONE NO. 4965 Autery lane 0rovi11e rj 9 6 (CULL BACK) OWNER NAME ADDRESS CITY ZIP. CENSUS! PARCEL NO. MANAGER NAME ADDRESS CITY ZIP. TELEPHONE NO. A. INFORMATION ( PAGE 17 ) 1 2 3 4 FIRE DEPT. ID INCIDENT N0. EXPOSURE IIO. TIME MONTH DAY ��77 YEAR DAY- COUNTY DIST/ OUT OF JURISDICTION 0 4 Q 2 0 0 C 1 11 1 I z p 8 8ICC4E OF FIRE CITY ) I I 1 I I I Y 1 I 1 1 1 1 1 1 1 I CHECK IF YES B. PROPERTY CLASSIFICATION ( PAGE 19) C. PROPERTY TYPE ( PAGE 41 ) CODE TYPE OF INCIDENT '(CONSTR DATE 1 MOBT LE JI O�r F, PRE 7 rP03T 71 1 2 CODE PROPERTY CLASSIFICA-104 ICOMPLEX) CODE PROPERTY CLASSIFICATION (INDIVIDUAL) 4 7 1 MOBILE; HOIX '' T�AP'(ILY U,41r D. EXTENT OF DAMAGE ( PAGE 45 ) CODE EXTENT OF DAMAGE - FIRE AREA OF ORIGIN 1 41 ce)nfiried to building of or,,7on CODE EXTENT OF DAMAGE - SMOKE 'i j gasoline 41 confined to building of orgin CODE EXTENT OF DAMAGE - WATER CODE TYPE 41 confined to ?wilding of orgin ESTIMATED LOSS- PROPERTY ESTIMATED LOSS - CONTENTS c 215, 0101 F. AREA. MATERIALS & SMOKE SPREAD (PAGE 631 CODE SPRINKLERS AREA OF ORIGIN 1 41 living; room CODE STANDPIPES - TYPE OF MATERIAL FIRST IGNITED CODE 'i j gasoline CODE PORTABLE EXTINGUISHERS - TYPE FORM OF MATERIAL FIRST IGNITED PORTA'1LE EXTINGUISHERS - EFFECTIVENESS 6.1 C..4� CODE TYPE MAIN AVENUES SMOKE SPREAD 01 71 not a factor M. PROTECTION FACILITIES (PAGE 91 ) CODE SPRINKLERS - TYPE CODE SPRINKLERS - EFFECTIVENESS CODE STANDPIPES - TYPE CODE STANDPIPES - EFFECTIVENESS CODE PORTABLE EXTINGUISHERS - TYPE CODE PORTA'1LE EXTINGUISHERS - EFFECTIVENESS J.. MISCELLANEOUS (PAGE 109) FIREFIGHTER CIVILIANS 1 N0. INJURED N0. OF DEATHS N0. INJUREG NO. OF DEATHS SFM FORM GO -1 SUBMITTED FOR EACH DEATH AND/OR INJURY THAT ❑ 2 REQUIRED 24 HOURS OR MORE HOSPITALIZATION (CHECK BOX IF YES) SFM FORM CFIRS-4 (REV 9.87) PROPERTY MANAGEMENT P`,T FED STATE COUNTY CITY DISTRICT FOREIGN OTHER 1 2 3 4Fj S 6 Fj 7 8 El CODE STRUCTURE. BUILDING OR VEHICLE - PROPERTY TYPE BUILDING NO. STORIES 11 Building single occupancy I 1 1 STRUCTURE. BUILDING - CONSTRUCTION TYPE ERT. WALL INT. WALL FLOOR -ROOF FIRE RATED N/C MB N/C OM N/C CO I C 2 3 4 CS 8 7 YES 6 NO E. LOCATION & CAUSE ( PAGE 49 ) CODE LEVEL OF ORIGIN CODE SOURCE OF HEAT CAUSING IGNITION 1 '{ hall furnace CODE FORM OF HEAT CAUSING IGNITION TYPE MATERIAL CAUSING SPREAD ')eat frorl Ras fueled equip. CODE ACT OR OMISSION CAUSING IGNITION 4 ? lmprope.r storcag:e G. SPREAD OF FIRE ( PAGE 77 ) CODE PRIVATE 9RIGADE - TYPE MAIN AVENUES FIRE SPREAD 0 11 ceiling CODE - TYPE TYPE MATERIAL CAUSING SPREAD 7 11 synti-Ietic fiber finished goods CODE EFFECTIVENESS FORM MATERIAL CAUSING SPREAD s 6.1 c'artains CODE TYPE ACT OR OMISSION CAUSING SPREAD 4 71 improper story e I. PROTECTION FACILITIES ( PAGE 971 CODE PRIVATE 9RIGADE - TYPE CODE PRIVATE RRI;AOE - EFFECTIVENESS CODE SPECIAL HAZARD PROTECTION - TYPE CODE SPECIAL HAZARD PROTECTION - EFFECTIVENESS CODE SIGNAL OR WARNING SYSTEM TYPE CODE EFFECTIVENESS CODE SIGNAL WARNING SYSTEM - MEANS OF ACTIVATION CODE SIGNAL WARNING SYSTEM - TYPE DETECTORS CODE WATCHI4AN EFFECTIVENESS CODE OTHER FACILITIES EFFECTIVENESS 1 2 3 1 2 3 4 1 2 3 1 2 3 c 5 a EL MEIN I O � = RE D I S'i'R ICT PRELIMINARY FIRE I14VESTIGATION REPORT DATE11/23/88 -- --- Incident No: Case No. 88-65-44 Fire No. Location 4965 Autrey Ln., Oroville AP#036-08-2-035-0 Victim Randall L. Wilson Victim Address 4965 Autrey Ln, Oroville Property OwnerRandall L. Wilson ---------._—_---------------------------�- Owner Address Same as above Victims Ins. Co. NONE Owner Ins. Co. NONE Has a cause determination been made ? YES Policy No. Policy No. NO Give a Summary of cause investigation below- - be breif - - 520 65 First Engine arrived to fine a fully involved, single wide, mobile home. The lone occupant, Randall Wilson, the owner, was safely out of the structure. Initial inspection showed a completely gutted mobile home with no interior walls remaining, a major portion of the ceiling area burned away in the livingroom area. The livingroom area appears to the area of greatest damage. On the east wall just south of the livingroom area is the wall heater, which uses natural gas. There is an unusual amount of fire damage to the aluminum pilot light assembly indicating a hign amount of low level heat, in that area. The breaker box was checked and all breakers were tripping. There was no indication the the wiring was an ignition source. While interviewing Mr. Randall, he stated that he had been storing a weed eater and plastic gas can in the room next to the wall heater. The remains of a plastic gas can was found in the area of the storage room and still had gasoline in it. Probable fire cause was ignition of gasoline vapors which ignited the curtains on the east side of the mobile. The fire then rapidly spread throughout the structure. Fire Cause: Accidental Cause determination:Accidental_)!�_ Criminal Undetermined EL MEDIO FIRE DEPT. NOT DRAWN TO SCALE LOCATION: 4'S) 45 5 .kta-t ray L.ri _ DRAWN BY D. Lee DATE 11/23/88 Case No. 88-65-44 I I FIRE SCENE SKETCH lGIMM AJ &cOrCP_ Q AREA OF C& (G.i a IK6N1�0 �era�as 3� RecA Where Cary waw sru2k� i,.�ir�. wee& er,, 'er i� A.eea of 04MAG.0 r c-xpo5ulo MU61le.1-10vne, '4969 AoTe-E1 In �pPRou I m ��. r-1oo2 �►'�h ��le. �flm� was GvtF�e �„ fro W�a,LL F RZ C6iUFrNr`E> To 6u�(�►n� vF O2IQin� fi B 4y 6e o� �o 1. (� << G �/�. � EL L• x720 � =RE DIS"i'RIGT 3� I1� R MINARY FIRE INVESTIGATION REPORT DATE-- 11/23/88 (!/ -- Incident No. Case No.-. 88-65-44__ Fire No._._— Location 4965 Autrey Ln., Oroville AP#036-08-2-035-0 Victim --- Randall L. Wilson - - ---- —'-'----'--- -•---'--'--- - - -- ----- ------ --------•'- 4965 Autrey Ln, Oroville Victim Address-.---- .—.__—_...._._-_____ _—_—__ Property Owner Randall L. Wilson_--______ __--1--_-_ Owner Address---. as above Victims Ins. Co. NONE -_ Policy No. Owner Ins. Co.--.-..-.- 14ONE Policy No. Has a cause determination been made : YES NO Give a Summary of cause investigation: below- - be breif - - 520 65 First Engine arrived to fine a fully involved, single wide, mobile home. The lone occupant, Randall'Wilson', the owner, was safely out of the structure. Initial inspection showed a completely gutted mobile home with no interior walls remaining, a major portion of the ceiling area burned away in the livingroom area. The .livingroom area appears to the area of greatest damage. On the east wall just south of 'the livingroom area is the wall heater, which uses natural gas. There is an unusual amount of fire .damage to the aluminum pilot light assembly indicating a hign amount of low level heat, in that area. The breaker box,was checked and all breakers were tripping. There was no indication the the wiring was an. ignition source. while interviewing Mr..Randall, he stated that he had been storing a weed eater and plastic gas can in the room next to the wall heater. The remains of a plastic gas can was found in the area of the storage room and still had gasoline in it. Probablefire cause was ignition of gasoline vapors which ignited the curtains on the east side of the.mobile. 'rhe fire then rapidly spread throughout the structure. I gi. re Cause: Accidental PERMIT NO. _ 3538-83MHI J ex sie PERMIT EXPIRES hcs)—S,� OWNER RANDALL WILSON CONTR. Owner ASSESSOR PARCEL 4965 Autrey Lane, Oroville Dar, K h v I I LOCATION 36-082-35 Temp. Power Pole Called PG&E OFFICE COPY y Address_.��� Temp. Elea Servie _ l Called PG&E_ GAS,kr Meter By Data%% ELECTRIC Temp. Gas Service Meter B,Date/R Called PG&E JOB FINALED (Date) i Signature — I . . J c OK O Not OK Not Applicable - Not Ready MOBILEHOMES MISCELLANEOUS Date MOBILEHOME UTILITIES (Plans) OK except N's Date DECKS, COVERS, CARPORTS, ETC. (Plans) OK except (1's 1. Zoning Requirements—Setbacks—Easements 1. Zoning Requirements—Setbacks—Easements 2. Soils; Special MH Support—Sketch 2. Footings; Size—Depth—Spacing—Connectors 3. Sewer; Location—Test—Fall-C/O—Concrete _ 3. Decks; Girders and/or Joists—Decking—Bracing—Stairs—Rails 4. Water; Location—Test—Easement Needed (Sketch) 4. Wood Awn.; Posts—Beams—Rftrs.—Connec.—Shthg.—Rig.—Bracing__i 5. Electricity; Location—Clearances—Grnd.—/ / Amp—Concrete 5. Alum. Awn.; Columns—Connections—Splice—Decal—Enclosures 6. Gas; Location-Test—Wrap:/ /"L"ft./ /"Nat. or/ /"L"ft./ /"LPG 6. Carports; Windows—Doors 7. Utility Clearance 7. Elec. Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date Card -BI Date IMOBILEHqUE INSTALLATION (Plans) OK except k's Card -BI Date _ Date Card -BI Date POOLS (Plans) OK except q's oning Re uirements—Setbacks—Easements , 1. Setbacks—Easements otings Size—Spacing—Marriage Line 2. Soils; Compaction—Structure Stability (j (� s; Test—Demand—Valve—Connector J,-11151 ty; MH Test—Crossovers—Breakers—Clearances 3. Pool Structure; Steel—Connections—Thickness—Dead Men—Lining 4. Elec.; Receptacles and Lighting; Distances—GFI C-15rain; H Test—Fall—Flex Connector 5. Elec.; Pool Lighting; 15 volts—GFI te�H Test—Regulator—Connector 6. Elec.; Enclosures; Conduit Entries—Terminals—Listed ater a Sewer Connected—C/O to Grade—HD Approval 7. Elec.; Bonding; Metal w/5'—Circulating Equipment—Heater amend Electricity Tagged 8. Elec.; Grounding; Equip. w/5'—Circulating Equip.—Pool Lghtg. Boxes—Enclosures—Panel boards—Ins. to Main in Conduit Exits; sp.—Sketch �W 1 ert. of Occupancy 9. Health Department Approval 10. Plumb; Cir. Test—Water Supply Test Card -BI Date Card -BI Date cord's -I e b ` Card -BI Date Card B-1 Date Card -BI Date Card -BI Date Card -BI Date V=OK 0 = Not OK - = Not-Xp'plicable = Not Ready 0 RESIDENTIAL (Single and Duplex) Date UNDERFLOOR Plans OK except N's Date FRAMING (Continued) 1. Zoning requirements -Setbacks -Easements 48. Property Line Firewall & Openings 2. 3. Ftg., Main; Soils-Steel-Elec. Grnd.- / /'' Ftg. Depth Ftg., Garage; Soils -Steel- / /" Ftg. Depth 49. 50. Ext. Doors -One 3' -Check Garage -3rd story, 2 exits Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 4. Fig., Porches & Decks; Soils -Steel- / /" Ftg. Depth 51. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers S. Stemwalls, Main; Steel-Blockouts-Wrapped-Slab 52. Siding -Nailing -Veneer 6. Stemwalls, Garage; Steel-Blockouts-Wrapped-Slab 53. Stucco Mesh -Drip Screed-Fdn. Vents-Underflr. Access --.--7. Piers -Fireplace Ftg.-Steel 54. Glazing Area -Glass Protection -Skylights -Plastic _ 8. D.W.V.: Fall -Fittings -Test -2 way C/0 -Sewer Test 55. Shear Walls; Nailing -Bolts 9. Gas Pipe; Size -Anchors 10. Water Pipe; Test -Anchors -Regulator -Service Test 11. Electric; Underground 12. Plenums & Ducts; Clearance -Material -Support -Ins. 13. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples Card -BI Card -BI Date Card -BI Date Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date FINAL (Plans) OK except N's 56. Ext. Steps -Door & Sidelight Protection -Landings Card -BI Date Date Card -BI Date PLUMBING (Permit) OK except q's 57. Smoke Detector _ 14. 15. Water Ht.: Vent -Access -Combustion Air Water Pipe; Test & Anchors -Nail Protection 58. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 16. D.W.V.; Test-Fttngs & Anchors -Nail Protection 59. Bedroom Exiting _ Shower Pan; Test, First Floor -Tub Access 60. G.F.I. & Bath Fixtures & Tub Access 18. Test Tub & Shower, 2nd Floor -Tub Access 61. Elec. Trim & Subpanel; Breaker Sizes -Labels 19. Gas Pipe; Size & Anchors 62. Stairs & Rails - - 63. Fireplace or Stove; Clearances -Hearth 64. Elec. Outlets at Wood Panel; Int. & Ext. Card -BI Date Card -BI Date 65. Kit. Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance Card -BI Date Card -BI Date 66. 67. 68. Elec. Outlets & Receptacles at Kit. Counter Garage Fire Door; Swing -Landing -Closer A.C. Duct in Garage -Damper Date ELECTRICAL Permit OK except p's -- 20. Fixture & Transformer Clearance -Ins. Protection 69. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection 21. Flet. Receptacles Spacing -Lights &Switches at Doors 70. Plb., Elec. & Mech. Equip. Listed for Location _ 22. Size Boxes & No. of Conductors -Stapled 71. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 23. Romex Installed Close to Edge of Studs & C.J. -- 24. Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water 72. Insulation -Foam -Looked in Attic ❑Yes o 73. 74. Guard Rails Deck Construction -Post Caps Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑Yes - 25. 2 Appliance Circuits in Kitchen &Conductor Size 26. S_ubfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al _ 27. _Insulated 28. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or At, Neutral JYes ❑No Service -Riser Conductors & Ground -Main Disconnect 75. Following instld.: Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑Yes ❑No 76. Stucco; Brown -Finish __- 29. Equip. Clearances: Panels-Motors-Mech. Equip. 77, A.C. Unit; Disconnect-Clrnces-Brkr. & Cond. Size -115V Outlet _ 30. Clothes Closet Light -Shower Light - 78. Vents Above Roof; Plbg.-Appliance-Firept.-Clearance to Opngs. ------------------------ Card B -I Card B -I ------- _Date_ _ _ Card -BI _ Date Date Card -131 Date 79. 80. Water Well; Disconnect, Electrical, Plumbing Exterior Elec. Trim; G.F.I. Receptacle -Underground 81. Ventilation throughout House 82. Glass Protection Date MECHANICAL (Perrnit) OK except q's A.C. Ducts_ Insulation & Support _ 83. _ Corrections from Previous Inspections 84. Gas Test -Meters Tagged; Gas -Electric 85. Water & Sewer Connected -C/O to Grade -HD Approval 32, 33. Vent Fan_ Exhaust above Insulation Condensate Drain _& Overilow; Size & Grade 86. Energy Compliance Certificate -Other Certificates Furnace- Vent; _Access -Comb. Air -Return Air Vent -115V outlet 35. Attic Access & Platform if Furnace in Attic Card -BI Card -BI --- --- - -- -- ------ -- -- --------------- Date _Card -BI Date Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date FRAMING(Plans) OK except q's Comments at Final: _ _ 36. _37. 38. 39. 40. Sills; Proper Material & Anchors_ _ Walls; Studs -Nailing, Spacing & Bracing -Plat es -Sound Bearing Walls_ over Girders & Floor Nailing__ Draft Stop in Walls (rat proof) _Fire Stops; Furred Ceilings -Stairs -Chases -Tub _ 41. 42. 43. 44. 45 46. 47. Header & Beam -Size & Bearing Hangers -Post Caps -Anchors -Connectors _ Cing. Joist-Rftr. Ties- Purlin-Roof Brac.-Truss-Shthnq.-Rfnq. Fireplace Ties or Type A Flue -Fireplace Throat Attic Access: Size & Romex Protection -Draft Stop -Ins. Baffles Bdrm_Windo_ws or Exiting Doors-Sill_Hgt. & Dimensions Garage Fire Protection Framing _ (NOTE: An entry must be made each time youvisit jobsite) COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville— Phone: 5344541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE iMl T NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. Inspector (. Date tJ "t< 7 r11, COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE OROVILLE, CALIF. - 534-4541 CERTIFICATE OF OCCUPANCY This mobilehome has been installed in accordance with the requirements of the California Administrative Code, Title 25, Chapter 5, under permit number �3Y-�j for the following location: Owner Rz A AA -IQ L L Lc1/LSCS +'` Owner's Address SAW ) Mobilehome Mfg.`' - Model Year`s Insignia No.-) 61- 6. 24102% Serial No. r It is hereby certified for occupancy at the above described location and may be occupied. Director of Public Works— Date Y �UBy THIS CERTIFICATE IS VOID WHEN MOBILEHOME�IS RELOCATED White - Owner, Yellow - Installer, Pink - D.P.W. COUNTY OF BUTTE - DEPARTMENT 05 PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 • APPLICATION •AND PERMIT PERMIT NO. ASSESSObj PARCOE� 2 -ER ✓�(/V- Z 3 ZONING BUILDING PERMIT ° /,vI/5ON/ S SO. FT. OCC. BUILDING VALUATION�/u OMAILINSW 47�/&A),tOkbill4�6 CONTRACTOR'S NAME®,,� TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER,/;,,I,,,,,,,,,,UNKNOWN Total Valuation Is Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINE R LICENSE NO. Plan Checking Fee $ Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ BUILDI �gDr; S nl,T� ,�., /�' L7L- ((/(p�/,',� PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar Water Heater 20.00 � D�-- Water piping 5.00 LOT NO. SUBDIVISION NAME PARCEL MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets 5.00 USE OF STRUCTURE SF ❑ Duplex ❑ Mobi lehome Other SPECIFY Building sewer 5.00 Mobile Home I S1 G W 10.00 e TYPE OF WORK _, New ❑ Addition ❑ Remodel [:1Uti l/ities ❑ Installation IS' Other ❑ Describe work: -ST�N� Y/ rE Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 10.00 S� Main service EA. ADD'L 100 AMP 2.50 NEW CONST. DWELLING OCCUP.& OR ADDNS. ACC. BLDGS. 2I/:2sgIt CONTRACTORS LICENSE LAW I declare under penalty of perjury (Check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and m license is in full force and effect. y n License No. Classification I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONSTR U TI.OUTLET 2,50 ea NON."ESID BRANCH CIRC ITS NEW CONSTR. ( POWER APPARATUS &') NON.RESID. SINGLE OUTLET CIR. I Ex. Occu / zo®gam P\OUTLETS OR FIXTURES BAL®30 FIXED APPLNS. OR Ex. OCCUp. OUTLETS (RESID.) EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor MECHANICAL PERMIT FiIingFee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. a I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self-Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Heating Cooling Hood 3.00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against_ssod County in consequence of the granting of this permit. - X a // &� Date JO % � _ Signature of Applicant — Owner ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures�a rrr s'ttoories in height. Mobile Home Installation Fee $ _ pv TOTAL PERMIT FEE $ r00 �� OCCUP. GROUP I TYPE OF CONST. I V F' PARCEL PD I ND I ISS E This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIR C OR OF PUBLIC By PE WT EXPIRES Date`- the applicable provi- resolutions to do fees have been paid. WORKS Date/' Receipt No. WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT /-Z' 4- - -S� -e-11 ( ?o -I * �-(T Of utility connections shall be\ Xated witi-iin 4 ft, outside the rear.: ,iircl scci-ion of the mobile hom ome. e n the let (road) side of the mobiles 3 34 q s ^ctrl X permit will beequired for instol'otion of fh mobilehorn C All Materials & Workmanship Shall Be innce with Recoclniaed Good - Prectices and lity prescribed for fhe Specified use in the Quilclinq, '! !rnbincr & Maehanical Codes and nal •rn r�.t�� Tho'f the J;defl�ack shall L.e P� .Operf !• 5 ff, frog 14cLii tertlne f �►re and So f;•. •from a muRimc ,, .o` tr'" road D "n"ffin 't or a 2 q ff• ca.rn ct:'erhang, 6' Ou U E COUNTY . tliLpl �! DEPARTMENT A. 3itta set of plans �e¢tc,I�s MUST be kept on the job at all times and it is unlawful to ' make any changes or alteration, on same wiihoui written permisson from the Department of Public WorksCounty o J— I �1 r t-. LU >I . ao O U Lou- p tJN_w . cx._ ��.Z 5 �+l . � I Tho'f the J;defl�ack shall L.e P� .Operf !• 5 ff, frog 14cLii tertlne f �►re and So f;•. •from a muRimc ,, .o` tr'" road D "n"ffin 't or a 2 q ff• ca.rn ct:'erhang, 6' Ou U E COUNTY . tliLpl �! DEPARTMENT A. 3itta set of plans �e¢tc,I�s MUST be kept on the job at all times and it is unlawful to ' make any changes or alteration, on same wiihoui written permisson from the Department of Public WorksCounty o V BUTTE COUNTY.DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA PHONE: 534-4541 MOBILEHOME INSTALLATION SHEET 1. owner's name: Installer's name: 3. Is the sits. currently under permit? Yeh / / No /yt/ (If yes, furnish permit number ) OR. Is the site an existing site? Yes 7*047 No (If yes, furnish two (2) plot plans.) 4. Will the mobilehome be located at least 5 ft, away from septic tank and leach fields and clear of. all setbacks.and easements? Yes /�C/. No ( If no, clarify ) S. What is the mobilehome electrical rating? ----------------7------ 50 Amps 6. What is the mobilehome site service rating?-------------------- 25 Amps 7.. What is the mobilehome site circuit breaker rating? ------------- SG Amps . 8. Is there any other electric load to be served by the mobilehome siteservice? --------------------- --------------------------- Yes No (If.yes, identify the load and size: (Load) (Amps)' 9. What is the mobilehome site gas pipe size? ---------------=------ 3/4 " . (in.) 10. What is the type of gas service? ----------------------------- Natural LPG 5 11. What is the gas pipe length from meter or tank to the mobilehome? (ft.)' 12. What is the mobilehome gas demand? ------------------------------ (BTU)' (This information not'required if pipe length less than 6 ft. 'on natural gas . or less,than`50'ft. on LPG.) MOBILEHOME SUPPORT DATA If other than single wide, lfeosr Mobilehome Mfr. furnish Setup Model No. Year Width (ft.) Box Length SG�. ('ft.) Tagalong or Expando .Size ft. x ft. (SHOW SUPPORT DETAILS BELOW) On all mobilehomes manufactured after October 7, 1973; furnish manufacturer's installation manual and structural setup sheets (if not on file with the County of Butte). All center supports measured from front of Max. 'Overhang mobilehome unless otherwise specified. (in.) (in.) Footings (check one) Single 1'. Wood either pressure treated or foundation grade. BUILDING DEPARTM W x APPROVED (ft.)(in:) (in.) (in.) 2. Other: (specify) Center support Center support ' Supporta (check one) locations* footing sizes (in.) 1: Concrete block. � x E] •2: Other. (specify) (ft.)(in.) (in.) (in.) (ft.)(in.) (in.) (in.) ragalong or Expando,' show support details. /2 x -- Typical Support in. (in.) Footing Size *If center piers are other than drawn above, - raw in -locations, spacing, and dimensions. (f (in.) (in.) (in.) Max. Pier Spacing Max. 'Overhang (ft.) (in.) (in.) (in.) BUTTE COUNTY BUILDING DEPARTM W APPROVED *If center piers are other than drawn above, - raw in -locations, spacing, and dimensions. YET . �,. 1, .• .�._ /Y u e'&x" PERMIT NO. 4233-ZP,E PERMIT EXPIRES 7A -0/7 ;SOWNER Patricia Wilson CONTR. owner LOCATION (A.P. 36-082-35 4965 V -C Rd., Oroville o ' z Temp. Pow" er Pole Cal ed PG&E Temp. Elec. Serv.—, 7 /Called PG&E p. Gas Serv.Called PG&E FINALED (Date) P (Signatur ) .Mesh COUNTY OF BUTTE = DEPARTMENT OF PUBLIC WORKS' BUILDING INSPECTION RECORD MECHANICAL BUILDING BUILDING (Cont'd) Scratch PLUMBING Setback - 6 Firewall Soil Piping Brown Forms Parapets 1st Floor Temp. Pole Main Bldg. Restroom Finish 2nd Floor Footings Windows 3rd Floor Ventilation StemwaII Siding To out Slab Roof Sheathing Water Piping G Piers Roofing Sewer L Garage Fdn. Vents Fixtures Footings Stemwa I I Garage Vents Insulation Water Htr. Heaters Slab Carport Footings Prov. for physically handica ed Conformance of ex. structure Appliances Gas Piping & Test 16 - Temp. Gas Slab Final Sanitation Patio FIREPLACE Final Footings Footing ELECTRICAL Masonry Walls Throat Rou h Reinf. Steel Final Fixtures Bond Beam FIRE SPRINKLERS Motors Framina Test Water Htr. .Mesh MECHANICAL Grd. Fault Prot. Scratch Heatinq Service Brown Cooling Temp. Pole Finish Ducts Underground Interior Lath Ventilation Permanent Door Closer Final Final DATE -7 REMARKS OR CORRECTIONS w (NOTE: An entry must be made on this form each time you visit the job site.) COUNTY OF BUTTE DEPATMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE OROVILLE, CALIF. - 534-4541 CERTIFICATE OF OCCUPANCY This mobilehome has been installed in accordance with the requirements of the California Administrative Code, Title 25, Chapter 51 under permit number } / U "- for the following location: , Owner .- ( !G o/ Owner's Address Mobilehome Mfg. •�+ " % �' C Model Year Insignia No. _ E Serial No!1f 3/ '< It is hereby certified for occupancy at the above described location and may be occupied. Director of Public Works Date By r �!/� • % THIS CERTIFICATE IS VOID WHEN MOBILEHOME IS RELOCATED Y. < k) • 'MOBTi,F;11OME' INS'1'ALLA'1'10N hNSPECTION CHECK LIST s` 1. Is the mobilehome located N,, 1: 'eduired separation from lot lines and buildings and generally conConn to plot plan? Yes No ?. Does the mobilehome have required clearances above ground? (Sec. 5085) Yes �No 3. Are footing;s and supports properly sized, spaced, and braced as per approved plans? (Note possible variation at spring shackles.) (Sec. 5082 & 5083) Yes_ _ o_ 4. Is the mobilehome level.? (Sec. 5088) Yes No 5. If more than a s gle unit, are crossover connections properly installed? (Sec. 5088) Yes_ No S. Water A. Is t-lexi_-le connector of adequate size and properly installed (1/2" TD min.)? (Sec. 5566) Y"es No B. Test - Does water piping withstand working pressure or 50 lbs, air test? YesA--9-o C. Backflow - If coach is not State of California approved, does station have backflow device and pressure -relief valve? Yes No 7. Wastes and Drains A. Is connection made with Schedule 40 DWV and have flex connectors at .each end? YesA---No B. Does it have minimum ;" per foot slope and is it properly supported? Yes �o_ Are any .leaks detected in drainage system after ru�n�n'ng 3 -gallons of -water. through each / fixture including washing machine standpipe? Yes ! No D. If coach is not State of California approved, does station have required trap and vent? Yes No 8. Gas Piping and Gas Vents A. Connector - Is mobilehome connected to the gas supply with an approved 3/4" minimum mobilehome connector not more than 6 ft, long? Note: All piping is to be at least as large as the mobilehome gas line inlet without re"ductions other than the mobilehome connector. Yes No B. Test OK as per following procedure? Yes 'ado 1. Open all appliance connector valves. 2. Shut off appliance burner and pilot'valves. 3. Air test with manometer to 10"-14" water column, or test with slope gauge (minimum 6oz.-maximum 8 oz.) calibrated in tenth pound increments. Test -for 10 min, without drop. 4. Connect: gas meter to. mobilehome with connector, turn, on gas, test c6nnec'tions with soapy water. C: Are all appliance vents properly installed? Yes &" No 2. Make sure that tite power supply cord or feeder assembly conductors, including neutral conductor, have been disconnected. 3. Switch all breakers and switches in the mobilehome to the "on" position. 4. Connect one lead of a test instrument to the mobilehome grounding conductor and •, ,_ ,. , cDpiyr tl'ie oLbor i.%.au t:o each rtiouile'11uTite SUppry COC1UUCtor, including neuLrdl. 5. All nor. -current, carrying metal parts of the mobilehome (aluminum siding, gas line, water line), including fixtures and appliances, shall be tested for continuity from such equipment and the grounding conductor. 6. Upon completion of the above procedure, the power supply cord or feeder assembly conductors shall. be connected to the site service equipment. A further continuity te.<;L shall then be made between the grounding electrode and the chassis of the clobilehome. UDOrl satisfactory completion of the electrical tests, the lot or site service equipment may be approved for energizing. ;.� . I,; jab card signed by Health DePartmeilt for water and sanitation? 11. If evc_rything ol:ay, sign off card and ta, services. yiUIiTLi i?Ui?.L DATA Manufacturer and/or Namestyle f�A Length Width Z � Vehicle Serial No. St.a.te Identif icati_on No. deiLtional Infoimation or Comments: 4e-6�7 4-6 4ix / c U z z 9. Electrical A. Is service large eno�i& to provide ;adequate amperage to mobilehome. (must equal rating of Mob i.leliome (aitlt a ;ttinii-tam of 00 amp) and other faciliti_as on lot, i.e., water pumps, garage, cabana, etu.:' Yes No L�- 1;. Is them proper clearances around panels? Yes No_ C. Is power supply cord or feeder assembly properly fused? Yes_ No --' No D. Is continuity test satisfactory as per the following procedure? Y"es 1. De -energize electrical wiring, system of the mobilehome at the pedestal. 2. Make sure that tite power supply cord or feeder assembly conductors, including neutral conductor, have been disconnected. 3. Switch all breakers and switches in the mobilehome to the "on" position. 4. Connect one lead of a test instrument to the mobilehome grounding conductor and •, ,_ ,. , cDpiyr tl'ie oLbor i.%.au t:o each rtiouile'11uTite SUppry COC1UUCtor, including neuLrdl. 5. All nor. -current, carrying metal parts of the mobilehome (aluminum siding, gas line, water line), including fixtures and appliances, shall be tested for continuity from such equipment and the grounding conductor. 6. Upon completion of the above procedure, the power supply cord or feeder assembly conductors shall. be connected to the site service equipment. A further continuity te.<;L shall then be made between the grounding electrode and the chassis of the clobilehome. UDOrl satisfactory completion of the electrical tests, the lot or site service equipment may be approved for energizing. ;.� . I,; jab card signed by Health DePartmeilt for water and sanitation? 11. If evc_rything ol:ay, sign off card and ta, services. yiUIiTLi i?Ui?.L DATA Manufacturer and/or Namestyle f�A Length Width Z � Vehicle Serial No. St.a.te Identif icati_on No. deiLtional Infoimation or Comments: 4e-6�7 4-6 4ix / c U s COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS • 7 County Center Drive-.,�0rovk1Je, California 95965 Telephone: S34-4541 APPLICATION AND PERMIT authorize representatives of the County of Butte to enter upon the /abo-4'ed property for inspection purposes. r itee or Agent Receipt No. White-D.P.W. — Yellow- ssessor —Pink -Inspector — Goldenrod -Applicant 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. DIRECTOR OF PUBLIC WORKS By ItDate/-,.'- Building permit expires Date l n r Z G- BUILDING Owner _ G zA-lis oAl SO. FT. OCC. BUILDING VALUATION Mailing Address s 3 2 O vlI Telephone No. Fireplace Contractor , _ Total Valuation Mailing Address T ephone Permit Fee Plan Checking Fee &/or Penalty Permit Fee $ Building Address �— C 9D4 PLUMBING No. FEE PERMIT FILING FEE $3.. 00 f0/0(/ - Each Trap 1.50 Repair drainage or vent piping 1.50 Water piping 1.50 Each gas water heater or vent 1.50 -� A. P. 3 G —�-35 Zoning & Planning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 FireDept. FireZone Use Permit Building sewer 5.00 EQA Parking Parcel Declaration Parcel Ma P 60' R/W Improvements P Lawn sprinkler system 2.00 PPlans /61dg. �I �ns RfiParcel proval Plan pproval Permit Fee $ $ NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER ELECTRICAL No. @ FEE PERMIT FILING FEE J$3.00 -L-A-4 Tj 0/2- Main service 100 AMP ORV OR LESS5.00 Main service EA. ADD'L 100 AMP 2.50 Single Family ❑ Duplex ❑ Mobil Home J23 Others ❑ Main service OVER 6 00V25.00 100 AMP OR LESS Main service EA. ADD'L 100 AMP 1.00 NEW OR ADDNS%// CONST.DWEACCLBL GS.LING CCUP. &) 2¢sgft NEWCONSTR. MULTI -OUTLET NON .RESID. ( BRANCH CIRCUITS) 2.50ea NEW CONSTR (POWER APPARATUS .&) NON -RESID. SINGLE OUTLET CIR. CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of Calif% nia Business & Professions Code under the name style of: Ex. Occup(OUTLETS OR FIXTURES) BgL@10 FIXED APPLNS. OR Ex. Occup. ( OUTLETS (RESID.) EA) 2.00 Temporary service 10.00 !�►! Mobile Home Facilities 15.00 f License No. Classification--e—w�� Misc. Wiring 6.25 KL ❑ I am exempt from the Contractors License Laws of the State of Cal ifomia. Permit Fee $ $ MECHANICAL No. @ FEE WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability orkmen's Compensation. have placed on file with the County of Butte a certificate of fw1workmen'sCompensation Insurance. ❑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 the Workmen's Compensation Laws of California. PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby /v5?,4'LL T/a 4.30-00 TOTAL PERMIT FEE c�• a $ 0 (i authorize representatives of the County of Butte to enter upon the /abo-4'ed property for inspection purposes. r itee or Agent Receipt No. White-D.P.W. — Yellow- ssessor —Pink -Inspector — Goldenrod -Applicant 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. DIRECTOR OF PUBLIC WORKS By ItDate/-,.'- Building permit expires Date l n r Z G- 1 .. COUNTY OF BUTTE — DEPA'1iTMENT OF PUBLIC WORKS W 7 County Center Drive — Oroville, California 95965 Telephone: 534-4541 APPLICATION AND PERMIT y�3 19-76 /YI dq BUILDING Owner � 41 a S O 7J SQ. FT. OCC. BUILDING VALUATION Mailing Address I's -'7 1 NJ majTelephone A le Il No. Fireplace Contractor Es , Total Valuation Mailing Address Permit Fee Plan Checking Fee &/or Penalty Telephone No. Permit Fee $ Building AddressS PLUMBING No. @ FEE PERMIT FILING FEE $3.00 .41V • Each Trap 1.50 Repair drainage or vent piping 1.50 Water piping 1.50 tonyl g Verification Only Each gas water heater or vent 1.50 A. P. No.A A. P. No. _ D 3S— �� Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 Fees .C. FireDept. Fire_ n Use Permit Building sewer 5.00 EQA Parking Plans Parcel Declaration arcel Ma P 0' R/W Im r p ovements Lawn sprinkler system 2.00 Bldg. Plans Recd Parcel p val Plan pproval Permit Fee $ Csi`) $ ac NEW ❑ ADDITION ❑ UTILITIES OTHER E]ELECTRICAL No.1 @ FEE PERMIT FILING FEE $3.00 Main service 100 AMP ORLESS5.00 df� Main service EA. ADD'L Too AMP 2.50 Single Family ❑ Duplex ❑ Mobil Home Others ❑ Main Se(VICe OVER 600V 1100 AMP OR LESS 25.00 Main service EA. ADD'L Too AMP 1.00 X00 SO. FT. MINIMUM NEW OR ADDNST ( DWEACCLLIN GOCCUP. a) 20sgft S. NEW CONSTR. (MULTI—OUTLET NON.RESID. BRANCH CIRCUITS) 2.50ea FOR MOBILES NEW CONSTR. (POWER APPARATUS .&) NON -RES,D. SINGLE OUTLET CIR. CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name $t le of: y Ex. Occup(OUTLETS OR FIXTURES)50 @25C 100 Ex. Occu FIXED APPLNS. OR P• OUTLETS (RESID.) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No. Classification Misc. Wiring 6.25 Ft IV, am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑ I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. 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 the Workmen's Compensation Laws of California. I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ TOTAL PERMIT FEE $ authorize representatives of the County of Butte to enter upon the above entioned property for inspection purposes. X 2 Date F % 1116 Signature of Permitee or Agent Receipt No. / Y 7 (0 7// White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant 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. DIRECTOR OF BLIC WORKSI� By Dat -3 a— 7 +% ilding permit expires Date — %- 30 l 1. Owner's name:.. 2. Installer's name—, BUTTE COUNTY DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA. PHONE: 534-4541 MOBILEHOME INSTALLATION SHEET 3. Is the site currently under permit? , Yes Mr No ( If yes, furnish permit number_ 7 C w ) OR Is the site an existing site? Yes / / No (If yes, furnish two (2) plot plans.) 4. Will the mobilehome be located at least 5 ft. away from septic tank and leach fields and clear of all setbacks and easements? Yes No ( If no, clarify ) 5. What is the mobilehome electrical rating?© Amps -------------------Q--- - 6. What is the mobilehome site service rating?-----------� Amps 7.. What is`the mobilehome site circuit breaker rating? ---------:---- O Amis .a: 8. Is there any other electric load to be served by the mobilehome siteservice? --------------------------------------------------- Yes / / No (If yes, identify the load and size: (Load) (Amp's) as pipe g P P:. size. ?---------------------- 9 ( 9. What is the mobilehome site � in). T 10. What is the type of gas service? ----------------------------- Natural / LPG /; / 11. What is the gas pipe length from meter or tank to the mobilehome? 12. What is the mobilehome gas demand? ------------------------------ ` �. (BTU) (This information not required if pipe length less'than 6 ft. on natural gas or less -than 50 ft. on LPG.) MOBILEHOMESUPPORT DATA t f /.3 Mobilehome Mfr. Setup Model No. Year Width (ft.) Length. (ft.) Expando Size ft.x ft. (Draw supp`or¢ details below) On all mobilehomes manufactured after October 7, 1973, furnish manufacturer's installation manual and structural setup sheets. (if not .on .file with the County of Butte). Sin le �, - Footings --(check, one) s ` a / 1. Wood. either 04, , . pressure treated or Center Center Support fdn.'grade. ' Support Footing Sizes Locations (in.) 2. Concrete pad. 3. Other,: specify __ Su its (check one) Concrete block 2. Concrete piers (ft(`n.)(in.) 3. Steel piers 4. Other, specify 4 r, ;)i�n ypical Support xooting Size (in. in.:� . (in.) *If center piers are other than drawn above, draw in locations, spacing, and dimensions. Max. Pier LJ_) Spacing t. in.) i Max. 'UTTE COUNTY BUILDING- DEPARTIV NT APPROVED doll -. /444r6 y�v 2-( -2 - �(r V� p � 11 utility connections shall bE y ocated within 4 ft, outside the real hird section of the mobile horpt' n the left (road) side of the mobile ome. Q X permit will be required for installation of the rnobilehom q,y s NOTE:—Alt Materials & Workmanship Shall Be in Accordance with Recognized Good - Practices and of a quality prescribed for the Specified use in the Uniform Building, Plumbing & Machanical Codes and. the National Electrical Code. The 4ir�f the sideetback shall be 5 ft, from the cente li ?Pelf, linand a of the -road, Ser t'.from d maximum of a 2 ft, eave overhang t E COUNTY �IL�N DEPARTME Y A PPP0VE This set of plans UST be kept on the job at all times and unlawful tQ ,make any changes or alterations on same without written permisson from the Department of Publlc Works, County of Butte. It - Champion Home Builders Co. Manufactured Home Setup and Installation Manual (im,w) R -4� -L MANUFACTURED HOME INSTALLATION MANUAL CONTENTS 1 - Introduction 1.1 How to use this manual 1 1.2 Pre -installation considerations 1 1.3 Safety 1 1.4 Important documents 2 1.5 Consumer Information Cards 2 2 - Definitions 3 3 - Site preparation 4 3.1 Location and layout 4 3.2 Soil conditions 4 3.3 Removal of organic material 6 3.4 Drainage 6 3.5 Ground moisture control 6 4 - Foundations 4.1 Piers 4.2 Footings 4.3 Other foundations 4.4 Special considerations 4.5 Reference documents 5 - Installation procedures 5.1 Moving home to location 5.2 Positioning home 5.3 Interconnection of multi -section homes 5.4 Anchoring instructions 5.5 Skirting 6 - Installation of optional features 6.1 Hinged roofs 6.2 Garden, bay and accessory windows_ 6.3 Awnings and carports 6.4 Installation of on-site attached structures 6.5 Accessory windows 6.6 Miscellaneous lights and fixtures 6.7 Optional panels, siding and molding 6.8 Exterior coverings 6.9 Telephone and cable television 6.10 Continuous ridge vent Page i 2000.04 7 7 9 15 15 15 20 20 20 22 27 36 36 36 36 36 36 37 37 37 37 37 37 VIDERAL MANUFACTURRD Q C) MOUSING CONSTRUCTION W G SAFETY STANDARDS imp CD Q APR 2 12000 Q C" 23 Q DAPIA Approval Stamp 7 — Preparation of appliances 42 7.1 Heating appliances -42 7.2 Clothes dryer vent 42 7.3 Comfort cooling systems 42 7.4 Chimneys and air inlets 43 7.5 Range, cook top and oven venting 44 8 — Utility system connection and testing 44 8.1 Proper procedures 44 8.2 Water supply 44 8.3 Drainage system 46 8.4 Gas supply 47 8.5 Heating oil systems 48 8.6 Electricity 49 9 — Final inspection 54 9.1 Water and drain systems 54 9.2 Appliance function and operation 54 9.3 Windows, doors and drawers 54 9.4 Exit windows 54 9.5 Exterior siding and trim 54 9.6 Stack heads and vent pipe flashing on roof 54 9.7 Composition roof 54 9.8 Perimeter 54 9.9 Low -hanging trees or bushes 54 9.10 Exhaust fan operation and airflow 54 9.11 Bottom covering 54 9.12 Ground cover 54 9.13 Anchors and straps 54 9.14 Interior details 54 9.15 Retailer inspection 54 10 — Relocating the home 54 10.1 Relocation of the home 54 11 — Window and glass door protection 55 11.1 Wind protection 55 Page ii 2000.0{ "DERAL MANUFACTURED I= HOUSING CONSTRUCTION W G SAFETY STANDARDS > APR 2 1 2000 Q a °C 23 Q DAM Approval Stamp I - Introduction 1.1 How to use this manual — Manufactured Homes are built in factories under rigorous controls and procedures. They are then shipped to a home site, perhaps after intermediate stops in the distribution process, where they are installed on a foundation and connected to the utilities. The marriage of the house to the land is the setup and the installation process and its importance must never be underestimated. If you are reading this, then you are probably somehow involved with the installation and setup process. If you are professionally responsible for overseeing or completing installation and setup of manufactured homes, then you are the person for whom we are writing and directing this manual. This is not intended to be either a training guide or a step-by- step "how to" instruction for the homeowner or the untrained, inexperienced apprentice or handy man. Today's manufactured housing is much too compli- cated of a product to be installed by person's not qualified to do so. We assume that as a professional, you have the necessary knowledge and skills gained from experience and training that will allow you to perform your job safely, competently, and in accor- dance with all applicable codes, standards, rules and regulations. We also assume that you meet all necessary qualification tests including any license and certification requirements that may be in effect in your area. The manual includes one approved method of installing a manufactured house. But of course there are numerous other ways in which a house can be properly installed and so much of the manual is dedicated to specifying the boundaries of each step of the process. There are several pages of charts and tables that are necessary.to allow persons responsible for designing the foundation the flexibility to consider costs, terrain, climatic conditions, local requirements, and of course the intended end use of the product. In some cases in this manual, we make recommenda- tions rather than set requirements for installation. In general, a requirement is given in order to make the home comply with the minimum federal and local codes and standards. Recommendations, on the other hand, are practices that in the opinions of our engineers are good and sound; that give value to the homeowner by reducing the chance that minor cosmetic or durability related complaints might arise; but which even if not followed will not cause the home to be out of compliance with the standards. Although compliance with a recommended installation process is optional, in some cases you or whoever made the decision to not follow the recommendation may Page 1 2000.01 become responsible for any complaints that likely would not have arisen had the recommendation been followed. In many areas of the country, the state or local authorities regulate the installation and setup process, and often a local building inspector will need to inspect and approve the actual installation. Usually, the requirements they apply will be the requirements specified in this manual. You must be aware that in some cases, the local authority may demand compliance with a "recommendation", or in other instances, may waive a "requirement" if it is judged not necessary under the circumstances of that particular installation. In other instances, installation practices that are different than what is described in this manual may be acceptable to the jurisdictional authority as long as a licensed engineer or architect has approved them. In other words, there are situations where the professional judgement of you, the local authorities or outside consultants may justify variations in the installation specifications of this manual. We, of course, cannot be held responsible for the consequences of any errors in those judgements. Due to the many variations in the configurations of homes and in the sites and conditions, which may be encountered, there may be circumstances of the installation, which are not addressed herein. Refer to local building officials if uncertainties arise. 1.2 Pre -Installation Considerations — Refer to the Data Plate (see 1.4.1) and the design load zone maps (see 3.1.1) to make certain that the home is suitable for the geographic zone where a qualified installer will install it. Prior to locating or relocating the home, contact the local authority having jurisdiction over the 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 must be taken into consideration. 1.3 Safety — There are inherent hazards associated with the installation of a manufactured home. We expect that you or your supervisors, as experi- enced professionals, recognize these hazards, are qualified to work with them, and are capable of providing safe work practices and equipment that minimize the risks of injury. These hazards are open and obvious, especially to experienced and qualified persons who must be the only persons attempting to install or setup a manufactured home. Even though the hazards are open and obvious, we are nevertheless putting WARNINGS in places throughout this manual for the purpose of reminding you of the importance of safe work practices. WARNINGI Manufactured houses and sections of houses are large, heavy products and contain energized systems after they are connected to utilities. FAILURE TO COMPLY WITH MINIMUM SAFETY PRECAUTIONS MAY RESULT IN SERIOUS Never position yourself under a moving, heavy load without adequate safety bracing. Always comply with applicable safety requirements when working on ladders, rooftops, or other elevated surfaces. • Never work on an energized electrical or fuel supply system for which you are not qualified. Other, more specific WARNINGS are placed throughout this manual in various locations and have the following format: WARNINGI • Identification of Hazard • IDENTIFICATION OF HAZARDOUS RISK • Steps to Take to Minimize Risk Additionally, we are publishing NOTICES where we want to bring to your attention particular damage that can be caused to the house by failure to follow a specified practice. NOTICES look like this: NOTICE Statement of potential damage and specified practice. WARNINGS and NOTICES are published as reminders. As qualified professionals in the field of manufactured housing installation and setup, you are the experts and you must be aware of the hazards and conditions that you face. These published reminders are not intended to represent or identify all hazards, all potential hazards, or all possible consequences of improper or unsafe installation and setup practices. Page 2 2000.04 1.4 Important Documents — In addition to this Installation Manual, there are several documents that must be reviewed prior to the installation of this home: 1.4.1 Data Plate — The Data Plate is an impor- tant document located either at the main electrical panel, in the utility room, in a bedroom closet, or in a cabinet in the kitchen. The Data Plate provides various identification numbers for the home and identifies the wind zone, roof load zone and cli- matic zone for which the home was designed. Zone maps, included on the Data Plate and repro- duced in Figure 3.1, geographically identify the wind, roof load and climatic zones for the United States. This home shall not be located in or relo- cated to a zone, which has requirements exceed- ing those for which it was designed. Review the information on the Data Plate and the Zone Maps to determine that the home site location is within the acceptable boundaries. For clarification, the counties or parishes, and states in Wind Zones II and III have been listed. 1.4.2 Addendum — Supplemental addendum pages may be included with this manual. These addendum identify requirements for special fea- tures included in the home which are not covered in the manual, or which differ from details in the manual. 1.5 Consumer Information Card — The distributor or retailer of the manufactured home must fill out the consumer information card and return it to the home's manufacturer, so that the consumer may be notified of revised instructions, recalls or safety modifications. 2 - Definitions Anchoring equipment - straps, cables, tumbuckles, and chains, including tension 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 overturning the home or moving it sideways. Authority having jurisdiction - the organization, office, or individual responsible for approving plans, equipment, an installation, or an alteration procedure. Data plate - an information sheet located at the main electrical panel, in the utility room, in a bedroom closet, or in a cabinet in the kitchen. It provides the various identification numbers and identifies the wind zone, roof snow load zone, and climatic zone for which the home was manufactured. Evaporative cooler - a roof or window mounted cooling device utilizing air drawn through water soaked panels. Used primarily in and climates. Footing - that part of the support system that sits directly on the ground at, below; or partly below grade to support the piers. Ground anchor - a device placed at the manufactured home stand designed to transfer home anchoring loads to the ground. Information packet - the important papers provided with the home including appliance instructions, warranties, high wind covering sizes, etc. Labeled - equipment or materials to which has been attached a label, symbol, or other identifying mark of an organization that is acceptable to the authority having jurisdiction; that is concerned with product evaluation; that maintains periodic inspection of production of labeled equipment or materials; and that provides labels, the use of which indicates a manufacturer's compliance with appropriate standards or performance in a specified manner. Listed - equipment or materials included in a list that is published by an organization acceptable to the authority having jurisdiction; that is concerned with periodic evaluation; that maintains periodic inspection of production of listed equipment or materials; and that produces listings that state either that the equipment or materials meet appropriate standards or have been tested and found suitable for use in a specified manner. Page 3 2000.04 Local building authority - county or city inspector from building department or zoning department. Whoever issues required permits in the area. See "authority having jurisdiction". Must- indicates a mandatory requirement. N/A - indicates not applicable. 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 (See 4.1.2) 2. Manufactured concrete stands (See 4.1.2) 3. Concrete blocks (See 4.1.2) Qualified - has the necessary knowledge and skills gained from experience and training that will allow performance of the job safely, competently, and in accordance with all applicable codes, standards, rules and regulations and meets all necessary qualification tests including any license and certification requirements that may be in effect in the area where the home will be installed. Should - indicates a recommendation or that which is advised but not required. Shall - indicates a mandatory requirement. Site for a manufactured home - a designated parcel of land designed for the accommodation of one manufactured home, its accessory buildings or structures, and accessory equipment, for the exclusive use of the occupants of the home. Skirting - a weather resistant material used to enclose the space from the bottom of the manufactured home to grade. Stabilizing system - all components of the anchoring and support systems, such as piers, footings, ties, anchoring equipment, ground anchors, or any other materials and methods of construction that support and secure the manufactured home to the ground. Stand, manufactured home - that area of a manufactured home site which has been reserved for the placement of a manufactured home. Support system - A combination of footings, piers, caps, and shims that will, when properly installed, support the manufactured home. Utility connections - the connection of the manufactured home to existing utilities that include, but are not limited to, electricity, water, sewer, gas, or fuel oil. 3 — Site preparation 3.1 Location and Layout 3.1.1 Use of zone maps — The home is designed for certain weather conditions and roof loads. See the zone maps included on the home Data Plate. Do not site or relocate the home in a zone requiring greater wind, roof load, or heating or cooling capabilities than those for which it was designed. However, it is safe to locate the home in an area with lower load requirements or less weather requirements. For example, a home designed for a roof load of 30 PSF may be sited in the 20 PSF load zone. 3.1.2 Access for transporter — Before attempting to move the home to the installation site, ensure that the transportation equipment and home can be routed to the installation site. Fill any holes or soft places in the access road. Remove any overhanging branches which are in the way (get approval first if they are not on the property), and have a qualified person raise any overhead wires that are in the way. Special transportation permits may be required from state, county, or city officials. 3.1.3 Encroachments and setback distances — Local laws regarding encroachments in streets, yards, and courts shall be obeyed, and permissible setback distances from property lines and public roads shall be met. 3.1.4 Issuance of permits — Ensure that all necessary local permits have been obtained and fees paid. 3.2 Soil Conditions TABLE 3.1 3.2.1 Requirements — A firm foundation is absolutely necessary before the home is blocked and leveled. If the site is on filled in soil, it must be compacted to at least 95% of its maximum relative density. If unsure of soil bearing capacity, confer with the local building authority for the recommended soil bearing capacity in the location. Installation on loose, uncompacted fill may void the home's limited warranty. 3.2.2 Bearing capacity — After completing any grading and filling, test the bearing capacity of the soil at the depth of the footings (refer to paragraph 3.2.3.) before designing the foundation. If the soil cannot be tested, but its type can be identified, use the foundation bearing pressures shown in Table 3.1 as a guide. If the soil cannot be identified, or if the soil appears to be composed of peat or uncompacted fill, consult a local geologist or a registered professional engineer for their analysis to determine the bearing capacity. 3.2.3 Soil bearing testing methods and equipment — Use a pocket penetrometer (available from engineering supply houses) or other methods acceptable to the local jurisdiction having authority. General Description of Soils Soil Type (Based on the Unified Classification System) Allowable Pressure (lbs. per sq. ft) (No allowance made for overburden pressure, embankment depth, water table height, or settlement problems) Rock or Hard Pan 4,000 Sandy Gravel and Gravel 2,000 Sand, Silty Sand or Gravel, Clayey Sand or Gravel 1,500 Clay, Sandy Clay, Silty Clay, or Clayey Silt 1,000 Unconsolidated Fill Special Analysis Required Peat or Organic Clays Special Analysis Required NOTE: This table 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 code official Page 4 2WO.a Heating and Cooling Zone Map FIGURE 3.1 Roof Load Zone Map WIND ZONE III (110 MPH) The following local governments listed by State (counties or parishes, unles specified otherwise) are within Wind Zone III: FLORIDA FL (cont'd) LA (cont'd) Broward Manatee Plaquemines Charlotte Monroe St. Bernard Collier Palm Beach St. Charles Dade Pinellas St. Mary Franklin Sarasota Terrebonne Gulf LOUISIANA NORTH CAROLINA Hendry Jefferson Carteret Lee LeFourche Dare Martin Orleans Hyde The following states and territories are within Wind Zone ill: State of Hawaii All Alaska coastal regions between the 90 mph isotach on ANSI/ASCE 7-88 wind map and the coast U.S. Territories: America Samoa Guam Northern Mariana Islands Puerto Rico Trust Territory of Pacific Islands U.S. Virgin Islands Wind Load Zone Map WIND ZONE 1(15 PS17 Consists of those areas of the United States and its territories that are not identified as in Wind Zone II or 111. i home has not been designed for the her wind pressure and anchoring visions required for ocean/coastal areas I should not be located within 1,500' of coastline in Wind Zones II and III, unless home and its anchoring and foundation item have been designed for the reased requirements specified for )osure D in ANSI/ASCE 7-88. WIND ZONE /1 (100 MPH) The following local governments listed by state (counties or parishes, unless specified otherwise) are within Zone It: ALABAMA LA (cont'd) MA (cont'd) NC (cont'd) TX (cont'd) Baldwin Iberia Dukes Pander Kieberg Mobile Iberville Nantucket Perquimans Matagorda FLORIDA Jefferson Davis Plymouth Tyrrell Nueces All counties except those LaFayette MISSISSIPPI Washington Orange identified as being within Livingston George SOUTH CAROLINA Refugio Wind Zone III Pointe Coupes Hancock Beaufort San Pstricio GEORGIA St. Helena Harrison Berkeley Willacy Bryan St. James Jackson Charleston VIRGINIA Camden St. John the Baptist Pearl River Colleton The Cities of: Chatham St. Landry Stone Dorchester Chesapeake Glynn Sl. Martin NORTH CAROLINA Georgetown Norfolk Liberty St. Tammany Beaufort Horry Portsmouth McIntosh Tangipahoa Brunswick Jasper Princess Anne LOUISIANA Vermillion Candem Williamsburg Virginia Beach Acadia Washington Chowan TEXAS Allen West Baton Rouge Columbus Aransas Ascension West Feliciana Craven Brazoria Assumption MAINE Currituck Calhoun Calcasieu Hancock Jones Cameron Cameron Washington New Hanover Chambers East Baton Rouge MASSACHUSETTS Onslow Galveston East Feliciana Barnstable_ Pamlico Jefferson Evangeline Bristol Pasquotank Kennedy Page 5 3.3 Removal of organic material — Removal of all decayable material, such as grass, roots, twigs, and wood scraps, from beneath the home is required in areas where footings are to be placed, to minimize settling of footings and insect damage. Remove shrubs and overhanging branches from the immediate vicinity of the home site to prevent windstorm damage. 3.4 Drainage 3.4.1 Purpose — Water must be directed away from the home. Proper drainage helps prevent water, build-up under the home which, may cause settling of the foundation, dampness in the home, damage to the siding and bottom covering, buckling of the walls and floors, and problems with the operation of doors and windows. Damage caused by water build-up or ponding under the home is not covered by the warranty. NOTICE Inadequate drainage can cause structural damage to the home. Proper drainage must be provided to prevent water build-up under the home. 3.4.2 Elimination of depressions — Grade the home site to permit water to drain from underneath the home. See Figure 3.2. 3.4.3 Drainage structures — Depending on the local landscape and local codes, ditches and culverts may be needed to drain surface runoff. If so, consult a registered professional engineer. 3.5 Ground moisture control FIGURE 3.2 3.5.1 Vapor retarder — A uniform 6 -mil polyethylene sheet material or equivalent vapor retarder material installed on the ground surface beneath the home is recommended but not required. A vapor retarder will not correct poor drainage and when used should be in addition to proper drainage and grading. 3.5.2 Proper installation — When used, a vapor retarder should cover the entire area under the home with the sheeting overlapped at least 6 inches at all seams. It is not necessary that the vapor retarder be stretched tight. Where soil and frost -conditions permit placement of footings at grade level, place the sheeting directly beneath the footings. ELIMINATION OF WATER BENEATH THE HOME SINGLE - SECTION MULTI - SECTION •• CROWN AND GRADE SITE TO SLOPEAWAY FROM HOME. its 1� ->>•rm., DO NOT GRADE SITE SO THAT WATER COLLECTS BENEATH HOME. 2M.0. Page 6 4 - Foundations 4.1 Piers 4.1.1 Importance — Incorrect capacity or location of piers may cause structural damage (e.g. sagging floors, walls, and roofs, inoperative doors, etc.) which is not covered by warranty. NOTICE Some homes require both perimeter and frame footings and piers in order to safely support the home and prevent serious structural damage. Refer to the Data Plate and any addendum. If the serial number contains a "P" or if perimeter blocking is specified then both perimeter and frame blocking must be installed. 4.1.2. Acceptable types — Piers may be concrete blocks, capped and shimmed with wedges, or manufactured metal or concrete devices (see Figure 4.1). 4.1.3 Design requirements 4.1.3.1 Load -Bearing Capacity — The load that each pier must carry depends on factors such as the dimensions of the home, the roof load, the spacing of the piers, and the way the piers are used to support the home. See Tables 4.1A & B, and 4.2A & B for minimum pier capacities. These tables allow eaves up to 16 -inches for 12, 13 and 14 wide sections and eaves up to 12 -inches for 16 and 18 wide sections. Manufactured piers must be rated at least to these capacities, and locally constructed piers must be designed to transmit these loads safely (see 4.1.3.2). 4.1.3.2. Configuration — Figure 4.1 shows the recommended arrangement of concrete block piers constructed on site. Load bearing (not decorative) concrete blocks shall have nominal dimensions of at least 8 inches x 8 inches x 16 inches. They must be stacked with their hollow cells aligned vertically. When piers are constructed of blocks stacked side by side, every layer shall be at right angles to the previous one (see Figure 4.1). Cap hollow block piers as shown in Figure 4.1 to distribute the structural load evenly across them. Caps may be of solid masonry or wood. All caps shall be of the same length and width as the piers they rest upon. Avoid plywood, as it may lead to unwanted settling or movement. 2M.a Page 7 Use 4 -inch x 6 -inch hardwood shims 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 and drive them in tightly so they occupy no more than 1 inch of vertical space. When the space to be shimmed is more than 1 inch, up to 3 inches of dimension lumber may be used under the shims. See Figure 4.1.) All piers must rest on footings that are placed on either undisturbed soil or compacted fill and are protected from the effects of ground frost heave. 4.1.3.3 Clearance under the home — A minimum clearance of 12 inches shall be maintained beneath the lowest member of the frame in the area of utility connections. No more than 25 percent of the frame shall be less than 12 inches above the ground and no part of the frame shall be in contact with the ground. Wood floor joists, including perimeter joists, shall be a minimum of 6 inches above the ground. Additionally, sufficient clearance shall be maintained to allow interconnection of multi - section units and for proper installation of ground anchors at the required anchor strap angle. 4.1.4 Design 4.1.4.1 Piers up to 36 inches high — Piers up to 36 inches high may be constructed of single, open, or closed -cell concrete blocks, 8 inches x 8 inches x 16 inches. Install them so that the long sides are at right angles to the supported I-beam and open cells are vertical. See Figure 4.1. Horizontal offsets shall not exceed 1/2 inch top to bottom. Mortar is not normally required. Manufactured piers shall be listed and labeled for the required load capacity. Adjustable risers of manufactured piers shall not extend more than 3 inches or beyond the limits specified by the pier manufacturer, whichever is less, when finally positioned. 4.1.4.2 Piers 36 to 80 inches high - Up to 25 percent of the piers may be more than 36 inches high but no pier may be more than 80 inches high. Construct all piers that will be over 36 inches high, and all corner piers that will be over three blocks high, out of double interlocked concrete blocks. See Figure 4.1. Mortar will not normally be required. Piers over 36 inches high must be spaced not more than 8 feet on center. Elevated Homes — When more than 25 percent of the required support piers will be over 36 inches high, or any pier will be more than 80 inches high, or any other criteria or combination of parameters of the installation are FIGURE 4.1 TYPICAL FOOTING AND PIER INSTALLATION PIER t PIER 2 PIER 3 4' MAX �— HARD WOOD SHIMS PIER CAP WOOD BLOCKING (SAME WIDTH AND LENGTH AS CAP) PIER SINGLE BLOCKS MAX. HEIGHT IS 36 INCHES. (MAX. LOAD 8,000 Les) STEEL OR CONCRETE DOUBLE INTERLOCKED BLOCKS MANUFACTURED PIER. MAX. HEIGHT IS 80 INCHES. (MAX. LOAD 18,000 LBS) (MAX. LOAD LISTED BY MANUFACTURER) PIER 4 PIER 5 SIDING FOOTING FOR FROST AREAS FLOOR JOIST BEAM — — — — 3• MAX. OR PER =1111= =1111= LISTING. WHICHEVER 1111=1111 1111=1111 IS LESS =1111= =1111= FROST LINEIIII=1111 1111=1111 10• MAX. DEPTH = =1111==""=1111==''- -=-1111= =1111= =11111111=1111=11111111=1111=1111-1111= PIER 1111=11111111==1111=1111==1111=1111=1111=1111 =1111= =11111111=1111=11111111-1111-1111=1111= FOUNDATION PERIMETER CENTERLINE FOOTING ABOVE GROUND STEEL OR CONCRETE MANUFACTURED PIERS - 1. A BEAM OF (2) SPF a3 2X6X24' IS TO 1111=1111 II=1111 BE PLACED ON THE ADJUSTING SCREW AND SELECT MANUFACTURED PIER HEIGHTS SO THAT =IIII=1111=_1111=1111=1111=_1111==1111=1111= F11-1 L111 =nu=nu=IIII=niiuu-1111=IIII SHALL BARE ON (2) FLOOR JOISTS. THEIR ADJUSTABLE RISERS DO NOT EXTEND 2. PIERS ARE TO BE LOCATED NOT MORE THAN 48 ' ON CENTER AND 10' FROM THE EDGE MORE THAN 3 INCHES WHEN AT THEIR MAXIMUM OF THE FLOOR. HEIGHT. 3. FOOTING SHALL BE SIZED FOR A PIER CAPACITY OF 2500 POUNDS. ALL CONCRETE BLOCKS SHALL BE ASTM C.90.GRADE N MIN. Page 8 2000.04 Professional Engineers Seal not specifically addressed by this manual, the foundation and stabilizing devices shall be designed by a qualified registered professional engineer or architect and the installation shall be approved by the authority having jurisdiction. 4.1.5 Location and spacing — The location and spacing of piers depends upon the size and weight of the home, the roof load zone, the type of construction (single or multi -section), and other factors such as the locations of the doors or other openings. Figures 4.3, 4.4 and 4.5 show the location of piers. Tables 4.1A, 4.16, 4.2A and 4.213 specify pier spacing requirements. 4.1.5.1 Sidewall piers. — Refer to Tables 4.2A and 4.213 for pier spacing for homes with both frame and perimeter piers. Refer to Tables 4.1A and 4.1 B for pier spacing for "frame blocking only" homes. Homes also require perimeter piers on both sides of all sidewall openings greater than 4 feet (such as doors, sliding glass doors and recessed entries) and under porch posts. Sidewall piers shall be designed for half the values in Tables 4.1113 and 4.26. Piers are not normally required for endwall openings. Additionally, to stabilize entry doors, place one perimeter pier or approved adjustable outrigger at the hinge side of each door opening in the sidewall except when a factory installed outrigger is within 8 -inches of hinge side of the door. A listed adjustable outrigger (e.g. Manufactured Housing Foundations Systems, Inc.) is acceptable when used with 10 -inch minimum I-beam, located within 24 -inches horizontally of a frame pier and installed per the outrigger manufacturer's installation instructions. Adjustable outriggers are not allowed for other pier applications. Remove adjustable outriggers prior to any home move. 4.1.5.2 Multi -section mate line piers. = Refer to Table 4.2A for pier spacing for homes with both frame and perimeter piers. Refer to Table 4.1 B or 4.213 for pier loading requirements for openings in mate line for multi -section homes. 4.2.1 Acceptable types of footings 4.2.1.1 Concrete — Footings shall consist of precast or poured -in-place concrete pads, slabs or ribbons at least 4 inches thick with a 28 -day compressive strength of at least 3,000 -psi. Footings shall be no smaller than the minimum specified in Table 4.4 for the applicable load or the pier base, whichever is greater, and the effective load area of footings shall not extend 2M.04 Page 9 beyond the pier by more than the thickness of the footing. When used in conjunction with anchoring systems, slabs and ribbons shall be designed by a registered professional engineer with knowledge of the anchorage requirements of 5.4, and shall be acceptable to the local authority having jurisdiction. 4.2.1.2 Pressure -treated wood — 2 x pressure -treated wood planks having 0.60 retention in accordance with AWPA C22 Standard, with the long dimensions of the second layer placed perpendicular to that of the first. Cut edges shall be painted or retreated. Tack wood layers to hold in place. See Figure 4.2. 4.2.1.3 Pressure -treated plywood — See Table 4.3 for recommended pad sizes and thickness for use under manufactured home support piers. The recommendations are based on an 11-1/2 inch square metal support pier, or an 8 -inch x 16 -inch concrete block pier. All recommendations are for soils with a bearing capacity of 1,000 pounds per square foot, upon which the maximum pier load is based. The plywood grade recommended for all pads PS1. Plywood beneath manufactured home piers must be pressure preservative treated. Pressure -preservative treatment provides protection against decay, development of mold growth, and common insect infestation. Plywood shall be certified by the treater as complying with the treating, drying retention, and penetration requirements of AWPB-FDN standards. Alternatively, plywood may be pressure -treated in accordance with American Wood Preservators Association (AWPA) standard no. C-9 with salt preservatives as required for soil contact exposure. 4.2.1.4 ABS Plastic Pads — Using the ABS footing pad manufacturer's instructions, select ABS footing pads that are rated for the soil condition and applied pier loading. Install the footing pad according to the pad manufacturer's instructions. All footing pads must be on either undisturbed soil or compacted fill, with all vegetation removed, and footing pads must be below the frost line or otherwise protected from the effects of ground frost heave. 4.2.1.5 Other Materials — Other materials may be used when approved by local authorities if they provide equal load bearing capacity and resistance to decay. TYP. STEEL JACK PIER TYP. STEEL JACK PIER TYP. STEEL JACK PIER FIGURE 4.2 Treated Wood Footings Maximum Footing Capacities Piers shown are typical. Any approved pier can be used. FOOTING •1 SOIL CAPACITY FOOTING CAPACITY CAPACITY QUANTITY/SIZE GRADE/SPECIES QUANTITY/SIZE 4 each 2X10X18 1/2 •2 SPF/DFL 1000 PSF 1 each 2X12X24 •2 SPF/DFL 1000 PSF 1333 Ib FOOTING •2 SOIL FOOTING CAPACITY CAPACITY QUANTITY/SIZE GRADE/SPECIES QUANTITY/SIZE 4 each 2X10X18 1/2 •2 SPF/DFL 1000 PSF 2375 Ib FOOTING •3 SOIL CAPACITY FOOTING CAPACITY QUANTITY/SIZE GRADE/SPECIES 3 each 2X12X24 02 SPF/DFL 1000 PSF 3750 Ib TYP. CONCRETE CONE PIER FOOTING •4 SOIL CAPACITY FOOTING CAPACITY QUANTITY/SIZE GRADE/SPECIES 6 each 2X6X16 1/2 •2 SPF/DFL 1000 PSF 1880 Ib TYP. CONCRETE BLOCK PIER 2000.04 FOOTING 05 SOIL CAPACITY FOOTING CAPACITY QUANTITY/SIZE GRADE/SPECIES 8 each 2X6X22 82 SPF/DFL 1000 PSF 3360 Ib Page 10 Professional Engineers Seal 4.2.2 Placement in freezing climates 4.2.2.1 Conventional Footings - To preclude the harmful effects of ground frost heave, footings must be below the frost line or otherwise protected from the effects of ground frost heave. Consult local authorities to determine the depth of the frost line. 4.2.2:2 Floating slab systems - When properly designed by a registered professional engineer with knowledge of the anchorage requirements of 5.4, and accepted by the local authority having jurisdiction, a "floating slab system" may be used above the frost line. The design must accommodate , the anchorage requirements identified in 5.4. TABLE 4.1A 4.2.2.3 Insulated foundations - Interior 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 acceptable for this purpose to the authority having jurisdiction. Insulation systems must comply with the requirement to cross - ventilate the entire space under the home. Refer to 5.6. 4.2.3 Proper sizing of footings - Proper sizing of footings depends upon the load -carrying capacity of both the piers and the soil. Determine the pier loads from Table 4.1A & B or 4.2A & B and select an adequately sized footing from Table 4.3, 4.4 and Figure 4.2. ZM.w Page 11 Professional Engineers Seal MINIMUM PIER LOADS FRAME BLOCKING ONLY Perimeter Support Not Required Except at Openings IF CONDITIONS CANNOT BE FOUND IN THIS TABLE YOU MUST USE TABLES 4.2A & B Minimum Pier Capacity - Lbs. ROOF SECTION LIVE WIDTH LOAD Maximum Pier Spacing - Feet PSF 12 20 2,300 2,900 3,400 4,000 4,600 5,200 (a) 5,700 (a) 6,300 (b) 30 2,600 3,200 3,900 4,500 5,200 5,800 (a) 6,500 (a) 7,100 (b) 40 2,900 3,600 4,300 5,000 5,700 6,500 (a) 7,200 (b) 7,900 (b) 13 20 2,500 3,100 3,800 4,400 5,000 5,600 (a) 6,300 (a) 6,900 (b) 30 2,800 3,500 4,200 4,900 5,600 6,300 (a) 7,000 (b) 7,700 (b) 40 3,100 3,900 4,700 5,500 6,300 7,000 (a) 7,800 (b) 8,600 (b) 14 20 2,700 3,300 4,000 4,600 5,300 6,000 (a) 6,600 (b) 7,300 (b) 30 3,000 3,700 4,500 5,200 6,000 6,700 (a) 7,500 (b) 8,200 (b) 40 3,300 4,100 5,000 5,800 6,600 (a) 7,400 (a) 8,300 (b) 9,100 (b) 16 20 2,900 3,600 4,400 5,100 5,800 6,500 (a) 7,300 (b) 8,000 (b) 30 3,300 4,100 4,900 5,700 6,500 (a) 7,300 (b) 8,200 (b) 9,000 (b) 40 3,600 4,500 5,400 6,300 7,200 (a) 8,100 (b) 9,000 (b) 9,900 (b) 18 20 3,300 4,100 4,900 5,700 6,500 (a) 7,400 (b) 8,200 (b) 9,000 (b) 30 3,700 4,600 5,500 6,400 7,300 (a) 8,200 (b) 9,200 (b) 10,100 (b) (a) - Minimum 10 inch High Main Frame I -Beam (b) - Minimum 12 inch High Main Frame I -Beam 1. Blocking shall be located each side of openings in perimeter and marriage walls over 4 ft. (see tables 4.1 B or 4.213). 2. Perimeter support recommended for gypsum board tape and texture homes. ZM.w Page 11 Professional Engineers Seal TABLE 4.1 B MINIMUM PIER LOADS MULTI -SECTION MATE LINE BLOCKING Sidewall Opening Pier Capacity is 1/2 the Load Shown. For Frame Blocking Only Perimeter Support Not Required Except at O enin s Minimum Pier Capacity - Lbs. ROOF SECTION LIVE WIDTH LOAD Mating Wall Opening - Feet FT PSF 5 10 15 20 25 30 35 30 1,500 200 2100 ,900 3,300 4,400 4,400 5,800 5,400 7,300 8,700 7,600 10,200 40 1,800 3,600 5,400 7,300 9,100 10,900 12,700 60 2,500 5,100 7,600 10,200 12,700 15,200 N/A 80 3,300 6,500 9,800 13,100 N/A N/A N/A 13 20 1,200 2,400 3,500 4,700 5,900 7,100 8,200 30 1,600 3,100 4,700 6,300 7,800 9,400 11,000 40 2,000 3,900 5,900 7,800 9,800 11,800 13,700 60 2,700 5,500 8,200 11,000 13,700. N/A N/A 80 3,500 7,100 10,600 14,100 N/A N/A N/A 14 20 1,200 2,500 3,700 5 000 6,200 7,400 8,700 30 1,700 3,300 5,000 8,300 9,900 11,600 8,30U 11,600 40 2,100 4,100 6,200 10,300 14,400 12,400 N/A 14,400 N/A 60 2,900 5,800 8,700 80 3,700 7,400 11,100 14,900 N/A N/A N/A 16 20 1,300 2,600 3,900 5,300 6,600 7,900 9,200 30 1,800 3,500 5,300 7,000 8,800 10,500 12,300 40 2,200 4,400 6,600 8,800 10,900 13,100 15,300 18 20 1,500 2,900 4,400 5,900 7,300 8,800 10,200 30 2,000 3,900 5,900 7,800 9,800 11,700 13,700 40 2,400 4,900 7,300 9,800 12,200 14,600 N/A EXAMPLE: 14 -foot section width 30-psf roof live load 18- foot mating wall opening Follow down the "section width" column to "14 feet'; follow across to "30 psf' in the "Roof Live Load" column. Since the opening is 18 feet wide, follow across to the "20 foot" column (for any opening width that is not shown, use the next highest number on the chart). The required pier capacity is 6600 pounds. For piers supporting two adjacent openings, the capacity shall be the sum of the capacities from each span. Page 12 z000.a Professional Engineers Seal TABLE 4.2A MINIMUM PIER LOADS FRAME PLUS PERIMETER BLOCKING Both Frame and Perimeter Blocking Required Minimum Pier Capacity - Lbs. ROOF SECTION LIVE WIDTH LOAD Maximum Pier Spacing - Feet PSF 12, 20 FRAME 1,300 1,600 2,000 2,300 2,600 3,300 3,900 4,600 PERIMETER 1,000 1,200 1,500 1,700 2,000 N/A N/A N/A 30 FRAME 1,300 1,600 2,000 2,300 2,600 3,300 3,900 4,600 PERIMETER 1,300 1,600 1,900 2,200 2,600 N/A N/A N/A 40 FRAME 1,300 1,600 2,000 2,300 2,600 3,300 3,900 4,600 PERIMETER 1,600 2,000 2,400 2,700 3,100 N/A N/A N/A 60 FRAME 1,300 1,600 2,000 2,300 2,600 3,300 3,900 4,600 PERIMETER 2.100 2.700 3.200 3.800 4.300 N/A N/A N/A 80 FRAME 1,300 1,600 2,000 2,300 2,600 3,300 3,900 4,600 PERIMETER 13 20 FRAME 1,400 1,800 2,100 2,500 2,900 3,600 4,300 5,000 PERIMETER 1,100 1,300 1,600 1,900 2,100 N/A N/A N/A 30 FRAME 1,400 1,800 2,100 2,500 2,900 3,600 4,300 5,000 PERIMETER 1.400 1.700 2.100 2.400 1 2,800 N/A N/A N/A 40 FRAME 1,400 1,800 2,100 2,500 2,900 3,600 4,300 5,000 PERIMETER 1,700 2,100 2,500 3.000 3.400 N/A N/A N/A 60 FRAME 1,400 1,800 2,100 2,500 2,900 3,600 4,300 5,000 PERIMETER 2,300 2,900 3,500 4,100 4,600 N/A N/A N/A 80 FRAME 1,400 1,800 2,100 2,500 2,900 3,600 4,300 5,000 PERIMETER 14 20 FRAME 1,500 1,900 2,300 2,700 3,000 3,800 4,600 N/A PERIMETER 1 100 1 400 1.700 2.000 2.300 1 N/A N/A N/A 30 FRAME 1,500 1,900 2,300 2,700 3,000 3,800 4,600 N/A PERIMETER 1,500 1,800 2,200 2,600 2,900 N/A N/A N/A 40 FRAME 1,500 1,900 2,300 2,700 3,000 3,800 4,600 N/A PERIMETER 1.800 2.200 1 2,700 3,100 3,600 N/A N/A N/A 60 FRAME 1,500 1,900 2,300 2,700 3,000 3,800 4,600 N/A PERIMETER 2 400 3 100 3.700 4.300 4.900 N/A N/A N/A 80 FRAME 1,500 1,900 2,300 2,700 3,000 3,800 4,600 NA PERIMETER 16 20 FRAME 1,700 2,100 2,600 3,000 3,400 4,300 5,100 N/A PERIMETER 1.200 1.500 1,800 2,100 2,400 N/A N/A N!A 30 FRAME 1,700 2,100 2,600 3,000 3,400 4,300 5,100 N/A PERIMETER 1,600 1 900 2.300 2.700 3.100 N/A N/A N/A 40 FRAME 1,700 2,100 2,600 3,000 3,400 4,300 5,100 N/A PERIMETER 18 20 FRAME 1,900 2,400 2,900 3,400 3,900 4,800 5,800 /A PERIMETER 1.300 1 700 2,000 2,400 2,700 N/A N/A N/A 30 FRAME 1,900 2,400 2,900 3,400 3,900 4,800 5,800 N/A PERIMETER 1,700 1 2,200 1 2,600 3,000 1 3.500 N/A N/A N/A 40 FRAME 1,900 1 2,400 1 2,900 3,400 1 3,900 4,800 5,800 N/A PERIMETER 1. Mate line pier blocking capacity is 2 x perimeter pier capacity and shall not exceed 4 ft. spacing. 2. Blocking shall be located each side of openings in perimeter and marriage walls over 4 ft. (see tables 4.1 B or 4.2B). 3. Perimeter support recommended for gypsum board tape and.texture homes. Page 13 Professional Engineers Seal TABLE 4.2B Page 14 Professional Engineers Seal MINIMUM PIER LOADS MULTI -SECTION MATE LINE BLOCKING Sidewall Opening Pier Capacity is 1/2 the Load Shown. Both Frame and Perimeter Blocking Required Minimum Peir Capacity - Lbs. ROOF SECTION LIVE WIDTH LOAD Mating Wall Opening - Feet PSF 5 10 15 20 25 30 35 30 3,800 5,200 6,700 8,100 9,600 11,000 ,. 12,500 40 4,700 6,500 8,300 10,200 12,000 13,800 15,600 60 6,600 9,100 11,700 14,200 N/A N/A N/A 80 8,500 11,700 15,000 N/A N/A N/A N/A 13 20 3,100 4,200 5,400 6,600 7,800 8,900 10,100 30 4,100 5,600 7,200 8,800 10,300 11,900 13,500 40 5,100 7,100 9,000 11,000 12,900 14,900 N/A 60 7,100 9,900 12,600 15,400 N/A N/A N/A 80 9,200 12,700 16,200 N/A N/A N/A N/A 14 20 3,200 4,500 5,700 6 900 8,200 9,400 10,600 30 4,300 5,900 7,600 10,900 12,500 14,200 , 16,200 40 60 5,400 7,500 7,400 10,400 91500 13,300 13,600 N/A 15,700 N/A N/A N/A 80 9,700 13,400 17,100 N/A N/A N/A N/A 16 20 3,400 4,700 6,000 7,400 8,700 10,000 11,300 30 4,600 6,300 8,100 9,800 11,600 13,300 15,100 40 5,700 7,900 10,100 12,300 14,400 N/A N/A 18 20 3,800 5,300 6,700 8,200 9,700 11,100 12,600 30 5,100 7,000 9,000 10,900 12,900 14,800 N/A 40 6,300 8,800 11,200 13,700 N/A N/A N/A EXAMPLE: 14 -foot section width 30-psf roof live load 18- foot mating wall opening Follow down the "section width" column to "14 feet'; follow across to "30 psf' in the "Roof Live Load" column. Since the opening is 18 feet wide, follow across to the "20 foot" column (for any opening width that is not shown, use the next highest number on the chart). The required pier capacity is 9200 pounds. For piers supporting two adjacent openings, the capacity shall be the sum of the capacities from each span. Page 14 Professional Engineers Seal 4.3 Other foundations — Check local building codes and regulations when siting the home on a basement, crawl space or load-bearing perimeter foundation. A registered professional engineers design may be required. The manufacturing facility may provide foundation designs that meet many local codes. Useful ideas and design guidelines may also be found in reference publications such as those listed in 4.5. 4.4 Special Considerations (Also see 5.4.2 and 5.4.3.) 4.4.1 Flood -prone areas — The manufacturer does not recommend siting a home in river or coastal flood -prone areas. Special local regulations or flood insurance provisions may apply. Special elevation and anchoring techniques are required when locating in a flood -prone area. Consult a qualified registered professional engineer to make sure that the home design and construction conform to applicable federal, state and local codes and regulations. The FEMA publication listed in 4.5 contains design and construction recommendations. 4.4.2 Severe wind areas — Do not place the home in a wind zone more severe than the one identified on the data plate located in the home. The home for which these instructions are intended, and these installation instructions, are not applicable to and shall not be used for installation of homes within 1,500 feet of the coast line in Wind Zone II and Wind Zone III. Installations within 1,500 feet of the coastline shall be designed by a qualified registered professional engineer with knowledge of TABLE 4.3 the home construction and wind zone requirements and shall be accepted by the local authority having jurisdiction. 4.4.3 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. If the plans for these piers and footings are not provided with the home, a registered professional engineer or architect must design them. Check with the local authority having jurisdiction. Extreme snow loads often require a separate Ramada design for the snow load. 4.5 Reference Documents — The following reference documents are identified for informational purposes only. They are not part of the requirements of this manual. 4.5.1 ANSUNCSBCS A225.1-1987: "Manufactured Home Installations", NCSBCS, 505 Huntmar Park Dr., Herndon, VA 22070, (707) 437- 0100 4.5.2 ANSI/ASCE 7-88: "Minimum Design Loads for Buildings and other Structures", ASCE, 345 East 47' St., New York, NY 10017-2398 4.5.3 FEMA 85: "Manufactured Home Installation in Flood Hazard Areas", FEMA, Washington, DC 20472 (202) 646-2708, September 1985. 4.5.4 HUD Handbook 4930.3 (1989): "Permanent Foundations Guide for Manufactured Housing", HUD, 415 71h St., SW Washington, DC 20410 4.5.5 "All -Weather Wood Foundation Systems Manual": National Forest Products Association, 1619 Massachusetts Ave., NW Washington, DC 20036, June 1976 PLYWOOD PIER/PAD SIZE MINIMUM PLYWOOD MAXIMUM PIER THICKNESS LOAD PLYWOOD PAD SIZE METAL CONCRETE FOR 1000 INCHES STANDS BLOCKS PSF SOIL 16 X 16 1/2 inch 1 inch 1780 pounds 16 X 19.2 5/8 inch - 1 1/8 inches 2130 pounds 24 X 24 1 1/8 inches 1 1/4 inches 4000 pounds NOTES: 1. Face grain may be either direction relative to the pad or pier dimension. 2. Plywood thickness is for a metal stand with 11-1/2 inch square base, or a concrete block with an 8 -inch x16 inch base. Thickness of one inch or more may be fabricated from two layers of plywood, stacked with or without fastening. Page 15 2M.04 4.5.6 "Frost -Free Shallow Foundation Design Guidelines": Energy Design Update, March 1988 4.5.7 "Building Foundation Design Guidebook": Document No. DE 88013350, National Technical Information Service, 5285 Port Royal Road, Springfield, VA 22161 TABLE 4.4 Page 16 2DO0.0 Professional Engineers Seal MINIMUM FOOTING SIZE IN SQUARE INCHES PIER FOR SOIL CAPACITY IN POUNDS PER SQUARE FOOT PSF LOADS 1000 1500 2000 4000 PSF PSF PSF PSF PSF (POUNDS) SQ. IN. SQ. IN. SQ. IN. SQ. IN. SQ. IN. 1,000 144 128 128 28 128 1,500 216 144 128 128 128 288 192 144 128 128 3,000 432 288 216 144 128 . 4,000 576 384 288 192 144 5,000 720 480 360 240 180 6,000 864 576 432 288 216 7,0001,008 672 504 336 252 1,152 768 576 384 288 1,296 864 648 432 324 10,000 1,440 960 720 480 360 1,584 1 056 792 528 396 12,000 1,728 1,152 864 576 432 13,0 0 1,872 1,248 936 624 468 2,016 1 344 1,008 672 504 2,160 1440 1,080 720 540 Pier dimension Maximum effective footing extension \ beyond the edge of the pier is TYPICAL FOOTINGS equal to the footing thickness - See 4.2.1.1 Size Sq. In. �( 8 x 16 128 12 x 12 144 16 x 16 256 20 x 20 400 �� 4" Minimum 24 x 24 24 x 30 576 720 'footing footing thickness 30 x 30 900 dimension 30 x 36 1080 width or length 36 x 36 1296 36 x 48 1728 V length 48 x 48 2304 width Footing size (sq -in) = width x length Example = 8 x 16 = 128 sq. in. Page 16 2DO0.0 Professional Engineers Seal FIGURE 4.3 TYPICAL PIER LOCATIONS TYPICAL TIE DOWN STRAP 2000.00 IM FRAME SUPPORT RIMETER BLOCKS ❑ PERIMETER SUPPORT (IF USED) ®MATE LINE OPENING SUPPORT FRAME BLOCKS O SIDEWALL OPENING PERIMETER BLOCK WHEN SECTIONS ARE OFFSET AS SHOWN LINE BLOCKS BLOCKS BLOCKS r %J FN yr uNIINU II. SIDEWALL REFER TO 4.1 .5.1 NOTES FOR OFF—SET DESIGN 1. ROOF OF OFF—SET SECTION MUST HAVE CENTER PEAK. 2. MAX. OFFSET WITHOUT CENTER PEAK IS 4' IN WIND ZONE I ONLY. 3. ALL OTHER OFF SETS NEED SET—UP ADDENDUM. 4. OFF—SET SHOULD BE TIED DOWN AND BLOCKED AS A SINGLE SECTION FOR THAT PORTION OF THE HOME. ALSO BLOCKING SHALL BE PLACED AT THE INSIDE CORNERS WHERE FLOORS JOIN. FRAME OR FRAME PLUS PERIMETER BLOCKING SEE SUPPORT TABLE TYPICAL TIE DOWN STRAP PERIMETER BLOCKS FRAME BLOCKS PERIMETER BLOCKS FOR OPENING IN SIDEWALL REFER TO 4.1.5.1 SINGLE— SECTION FRAME OR FRAME PLUS PERIMETER BLOCKING SEE SUPPORT TABLE Page 17 Professional Engineers Seal FIGURE 4.4 TYPICAL PIER LOCATIONS TYPtr AI TIC r%nWAI CTDAD UNDERLAYMENT "B" UNIT ROOF CEMENT AETER BLOCKS FRAME SUPPORT Ej PERIMETER SUPPORT (IF USED) ZAME BLOCKS ® MATE LINE OPENING SUPPORT O SIDEWALL OPENING MATE LINE BLOCKS NOTES: 1) FOR TIE DOWN STRAP SPACING OF RAME BLOCKS FULL TRIPLE WIDE USE DOUBLE WIDE CHART 5.2A. 2) WIND ZONE I ONLY. CENTER BEAM BLOCKS RAME BLOCKS AETER BLOCK 'ENING IN SIDEWALL REFER TO 4.1.5.1 LONGITUDINAL TIE—DOWN STRAPS ARE REQUIRED AT THE FRONT AND REAR OF FULL TRIPLE WIDE HOMES IN ALL WIND ZONES. REFER TO 5.4.1.3 AND FIGURE 5.12. USE SWIVEL BRACKETS TO PREVENT ANGULAR STRESS ON THE STRAPS. _AFTER ALL UNITS HAVE BEEN SET. "A" and "C" APPLY ROOF CEMENT, ROLL OUT 30" MIN UNIT WIDE 15# FELFHEN INSTALL SHINGLES (LAP ROOF UNDERLAYMENT 6" MIN. DETAIL SHINGLES (ON SITE) FRAME OR FRAME PLUS PERIMETER BLOCKING SEE SUPPORT TABLE 16" MIN. STRIP OF APA ROOF SHEATHING ATTACHED IN FIELD AFTER HOME IS LAGGED TOGETHER WITH 15 GA. STAPLES AT 6" O.C. 3/8 x 5" LAG REWS AT 32" O.0 y8 x 4" TOE SCREWS _ ON 45 DEGREE ANGLE AT 12" O.C. AT ENDWALLS. "A" andl "C" UNIT 3/8" x 4" LAGSCREWS ON 45 DEGREE ANGLE AT 32� O.C. STAGGERED SECTION MODULE CONNECTION Page 18 "B" UNIT Professional Engineers Seal FIGURE 4.5 . 45 DECKING SHEATHED TR FIRE BLOCKING — I 8 x 4" TOE SCREWS �N 4$, DEGREE ANGLE � AT 12 0. C.,, C" UNIT REFER T FIGURE .4 -- TO FINISH VALLEY, PLACE 36" WIDE 50y "C" UNIT MIN. ROLLED ROOFING 6' MIN. UNDER IN -PLANT VALLEY FLASHING TO END OF EAVE. OVERLAP 15# FELT 6" MIN. OVER 50# ROLLED ROOFING. THEN REPLACE SHINGLES THAT WERE REMOVED. ELD CUT ROOF DECKING "C" UNIT ROOF CEMENT "B" UNIT s FELT AFTER ALL UNITS HAVE BEEF, SET. „REMOVE CUT SHINGLES FROM BOTH B AND C UNITS, APPLY ROOF CEMENT, ROLL OUT 12' MIN. WIDE 15 FELT, THEN REPLACE SHINGLES THAT WERE REMOVED. DETAIL ROOF CONNECTION (ON SITE) NOTES FOR TAG SECTION: 1. WITH THE THIRD SECTION OF THE TRIPLE WIDE POSITIONED NEXT TO THE MAIN UNIT, INSTALL FOOTINGS AND PIERS AT THE I -BEAMS AND PERIMETER AS SHOWN FOR THE APPROPRIATE WIDTH DOUBLE WIDE HALF MULTI -SECTION TYPICAL PIER LOCATIONS CENTER BEAM SUPPORT LOCATIONS ARE MARKED ON TYPICAL AT PERIMETER BLOCKS ® FRAME SUPPORT FROM TABLE 4.3 USING TIE STRAP OW THE WIDTH OF THE THIRD SECTION -AS THE DISTANCE TO THE NEXT SUPPORT. ❑ PERIMETER SUPPORT (IF USED) SCREW O DOWN THROUGH THE 1-1/2' FRAME BLOCKS—PERIMETERBLOCK _ MAX. EDGE FRAMING MEMBER UNDER THE SHINGLE, OF THE TAG TRUSS WITH A #10 x 5-1/2" SCREW INTO THE TOP CHORD AT 12' OC A 12" LONG 2X ®MATE LINE OPENING SUPPORT MATE-WAL WHEN SECTIONS ARE O SIDEWALL OPENING OFFSET AS SHOWN OPENING MATES LINE BLOCKS S FRAME BLOCKSSEE FIGURE 4.3 FOR OFF -SET DESIGN NOTES. PERIMETER BLOCKS NOTE: MAX. FRAME BLOCKS 1) FOR TIE DOWN STRAP SPACING OF REOUIREDtO MATE LINE BLOCKS (SEE NOTE 1.) TAG SECTION USE DOUBLE WIDE PERIMETER CHART 5.2A. BLOCKS(FRONT FRAME BLOCKSBELOW AN EAR OF TAG) FOR OPENING IN SIDEWALL REFER TO 4.1.5.1 y10x 5" WOOD SCREWS TOE IN -PLANT CREWED 12" O.C. ALONG "B" UNIT DORMER �� VALLEY FLASHING 15y FELT z 1 11 \ "B" UNI 45 DECKING SHEATHED TR FIRE BLOCKING — I 8 x 4" TOE SCREWS �N 4$, DEGREE ANGLE � AT 12 0. C.,, C" UNIT REFER T FIGURE .4 -- TO FINISH VALLEY, PLACE 36" WIDE 50y "C" UNIT MIN. ROLLED ROOFING 6' MIN. UNDER IN -PLANT VALLEY FLASHING TO END OF EAVE. OVERLAP 15# FELT 6" MIN. OVER 50# ROLLED ROOFING. THEN REPLACE SHINGLES THAT WERE REMOVED. ELD CUT ROOF DECKING "C" UNIT ROOF CEMENT "B" UNIT s FELT AFTER ALL UNITS HAVE BEEF, SET. „REMOVE CUT SHINGLES FROM BOTH B AND C UNITS, APPLY ROOF CEMENT, ROLL OUT 12' MIN. WIDE 15 FELT, THEN REPLACE SHINGLES THAT WERE REMOVED. DETAIL ROOF CONNECTION (ON SITE) NOTES FOR TAG SECTION: 1. WITH THE THIRD SECTION OF THE TRIPLE WIDE POSITIONED NEXT TO THE MAIN UNIT, INSTALL FOOTINGS AND PIERS AT THE I -BEAMS AND PERIMETER AS SHOWN FOR THE APPROPRIATE WIDTH DOUBLE WIDE HALF MULTI -SECTION 1-1/2 MAXI STEP FLASHIN SHINGLE TAG SHINGL SPACER IS TO BE TIGHTLY FIT BETWEEN THE DORMER AND THE TAG DECK AND THE SCREW IS TO PASS THROUGH THE CENTER OF THE SPACER. (AS SHOWN) b. BEND THE VERTICAL FLANGES OF THE STEP FLASHING UP AND FASTEN AT THE TOP TO THE DORMER FRAMING. THE FASCIA TRIM IS TO BE SLID UNDER THE METAL DRIP EDGE AND SECURED. 2 X SPACER 3. IF THE TAG IS DESIGNED FOR WIND ZONES II OR III, A SEPARATE SET-UP / 7/16" DECKING ADDENDUM iS REQUIRED. DOR OPT. UNDER EAVE ROOF CONNECTION SEE NOTE 2. TAG SECTIO MULTI -SECTION (TAG TRIPLE WIDE) FRAME OR FRAME PLUS PERIMETER BLOCKING SEE SUPPORT TABLE 2000.04 Page 19 Professional Engineers Seal SECTION CENTER BEAM SUPPORT LOCATIONS ARE MARKED ON THE BOTTOM OF THE AT MODULE C CONNECTION HOME. PIER CAPACITY FOR THESE LOCATIONS CAN BE FROM TABLE 4.3 USING THE WIDTH OF THE THIRD SECTION -AS THE DISTANCE TO THE NEXT SUPPORT. N10 x 5-1/2" SCREW 2• a. THE EAVE OF THE DORMER IS TO BE SCREWED DOWN THROUGH THE 1-1/2' ® 12" O.C. _ MAX. EDGE FRAMING MEMBER UNDER THE SHINGLE, OF THE TAG TRUSS WITH A #10 x 5-1/2" SCREW INTO THE TOP CHORD AT 12' OC A 12" LONG 2X 1-1/2 MAXI STEP FLASHIN SHINGLE TAG SHINGL SPACER IS TO BE TIGHTLY FIT BETWEEN THE DORMER AND THE TAG DECK AND THE SCREW IS TO PASS THROUGH THE CENTER OF THE SPACER. (AS SHOWN) b. BEND THE VERTICAL FLANGES OF THE STEP FLASHING UP AND FASTEN AT THE TOP TO THE DORMER FRAMING. THE FASCIA TRIM IS TO BE SLID UNDER THE METAL DRIP EDGE AND SECURED. 2 X SPACER 3. IF THE TAG IS DESIGNED FOR WIND ZONES II OR III, A SEPARATE SET-UP / 7/16" DECKING ADDENDUM iS REQUIRED. DOR OPT. UNDER EAVE ROOF CONNECTION SEE NOTE 2. TAG SECTIO MULTI -SECTION (TAG TRIPLE WIDE) FRAME OR FRAME PLUS PERIMETER BLOCKING SEE SUPPORT TABLE 2000.04 Page 19 Professional Engineers Seal 5 — Installation procedures 5.1 Moving home to location — Make sure the following items are completed before placing the home: • The home is designed for the geographic zone where it will be installed (see 1.2). • The site is properly prepared (see 3) • All footing and concrete work necessary to set the home is finished, and the required structural capabilities have been achieved. • 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. WARNINGI Homes weigh several tons and can fall off jacks during installation. FAILURE TO USE SUPPORT BLOCKING MAY RESULT IN SERIOUS INJURY OR DEATH. Never allow anyone under the home unless blocking is in place, which will safely support the weight of the home. 5.2 Positioning home — When placing the home, mark the comers of the home, and lay out footings and support devices close to where they will be used. Then, move the home or first section of the home into the desired location. Work safely whenever under, in, or around a home that is being set. NOTICE Foundations that are not level can cause structural damage to the home. All the piers shall be leveled before the home is lowered. This allows the weight of the home to be evenly distributed on all the piers. 4000.00 5.2.1 Leveling and blocking — To prevent tipping or settling, use a firm support under jacks. Place minimum 12 -ton rated jacks under the I-beam in front of and behind the axle assembly. Also place one 12 -ton jack at least every 20 feet along the remainder of the I-beam. All jacks shall be resting on firm, stable wooden supports. Jack only on the main chassis I-beam. Locate the jacks directly under the vertical web of the (- beam. Do not jack on the seam of a twin I-beam. 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 (see Figure 5.1). Use jacks only for raising the home. Do not rely on the jacks to support the home. Proceed as follows. Page 20 Remove the close-up material from areas in which sections will be joined. Be careful not to damage adjacent paneling or siding. Drive flush or remove all protruding nails or staples along the mating surfaces. Anything sticking out could hold the sections apart. Do not remove the shipping braces at this time. If the home has a hinged roof, refer to 6.1. It is very important that safety support timbers are installed under the home that will support the weight of the home (see Figure 5.1) and that they follow the home up as it becomes higher off the ground. Only one side shall be jacked at a time so that the other side is always supported and stable. Build the support blocking roughly level under one side of the home and use them to support the home while you raise the other side. Be especially aware of external forces such as thepotential for a sudden gust of wind or failure of a jack, and be sure the safety supports will hold if needed. Uniformly raise the home to slightly above where you want to set your piers. Care shall be taken not to cause the home to lean too much to one side with the jacks. When it is necessary to raise the sides of a home up in steps, never jack one beam more than 6 -inches above or below the other. The home shall be in very nearly a level position end to end as the lifting process proceeds. Place the piers at the required locations. All piers shall be built squarely and solidly with no defects in the blocks and conform to Figure 4.1. Be sure the tops of the piers are capped and cushioned with wedge shims in pairs to form a level surface and tight fit. Adjust all pier heights using leveling procedure per 5.2.1.1. Additional support is required under doors and heavy furniture per 4.1.5.1, and failure to install it may void the warranty. Place all required supports under doors and any openings over 4 feet wide in exteriorwall. When the home is raised an inch or two over the desired final leveling point, use the water level to level all the piers on one side of the home. Keep in mind that the water level will be setting the tops of the piers at the point you wish the bottom of the main beam to be. Special bracing (e.g. flat iron on bottom of I-beam) must be compensated for by lowering the appropriate piers exactly the thickness of that bracing. • Lower the home onto the piers. Lower one side of the home on to the pre -leveled piers and repeat the procedure on the other beam. Check the soundness of all piers and adjust as required to assure the normal operation of all windows and doors. If any difficulties are found with the operation of any doors or windows a check shall be made in that area with the water level. If the home is found to be level and properly supported then the window or door shall be refitted to the home. • Remove the safety supports. 5.2.1.1 Leveling — To level the home, use a water level, transit level, or 6 -foot carpenter level. One configuration of a water level consists of 100 feet of 3/8 inch clear plastic tubing with a shut-off valve at one end and the other end connected near the bottom of a plastic container that is filled with colored water and has a removable cap (e.g. cork). The water in the tubing will always be level with the water in the container if the shut-off valve is open, air bubbles have been removed and the cap is removed (see Figure 5.2). Comparable "water levels" may be purchased from some building supply and hardware retailers. FIGURE 5.1 JACK WITH STAND 2000.04 5.2.1.2 How to use a water level Position the container so that the valve end of the tubing can reach anywhere under the home. Put blocks under the container so the water level in the tubing is at the height wanted for the bottom of the (- beam when in its final position: See Figures 5.2 and 5.3. ® Prepare the "water level" for use. Remove the cap and raise the shut-off valve above the container. Open the valve and set the water level in the tubing to the predetermined height. Close the valve so tubing can be moved without losing any of the liquid. FIGURE 5.2 BLOCKING IS RECOMMENDED BEHIND THE AXLE AREA AND AT THE HITCH END OF THE UNIT, AS SHOWN. Page 21 TYPICAL BLOCKING Use 4x6 Timbers 5 Foot Longg Stack as Lon FIGURE 5.3 i WATER LEVEL • With the valve end of the tubing, check both the front and rear of the home to determine if either has to be raised to allow the piers to be set. Raise the home as needed. At each pier location, secure the end of the tube above the bottom of the I-beam and open the valve. Adjust the height of the pier by adding or removing approved materials until the top of the pier is level with the water line in the tube. Close the valve so the end of the tubing can be moved to the next pier location. Repeat the procedure until all the piers are leveled. 5.2.2 Positioning multi -section homes — Following the leveling and blocking procedures of 5.2.1, set the other section(s) as follows: • Remove all shipping materials and items from the mating surfaces of both sections. • Position piers under the ridge beam support columns of the blocked home section so that they will support both home sections. • If the home has an optional hinged roof or eaves, refer to 6.1. • Before the final positioning of the second section, fasten (staple or nail) strips of fiberglass insulation, carpet pad or equivalent material around the mating edges of the floor, walls, and ceiling (at the ceiling panel location) to prevent air infiltration. Material used for this purpose shall not be placed in a position where it could restrict the air ducts of the heating system, or supply or return air ducts which might cross at the floor line or through the ridge beam. If there is a crossover duct, it will require a connection seal. Make certain that it is in place prior to joining the two sections. Position the second section near the first section, and line up the sections. Using a properly functioning rolling and jacking system in a manner commensurate with the manufacturer of that systems operational instructions, move the home section over to meet the previously installed section. Take care that the inner beam is slightly higher than the outer beam so there is no opportunity for the roof sections to touch before the floor when the home sections meet. Raise the second section the same way as the first section. Refer to 5.2.1. Position the footings and piers, and level each pier including the ridge beam support piers. When this is complete, lower the jacks so that the steel frame members rest on the piers and the ridge beam supports rest on their piers. Lower the outside beam first and then the inner beam, while tightening the home sections with several come -a -longs. 5.3 Interconnection of multi -section homes — After the sections have been positioned together, aligned, and leveled, install the lag screws to connect the floors and roofs. See Figure 5.4. and 5.6. FIGURE 5.4 MULTI -SECTION FLOOR JOINT FIBERGLASS INSULATION OR EQUIVALENT TO PREVENT AIR INFILTRATI N SIDE RAILS SEE 5.3 FLOOR JOIST FLOOR JOIST 45't 316 x 4' LAG SCREWS 32' 0. C. STAGGERED BOTTOM OR 5116' X 4' LAG SCREWS 24'0. C. STAGGERED Page 22 2M.04 Gaps between floors, roofs and column supports, up to 1-1/2 inches maximum, may be closed with lumber or plywood shims fitted for the total length of the gap. When shims are used increase fastener length by 1.5 times the thickness of the shims. To avoid splitting the rails, pilot holes shall be drilled. Do not use the lag screws to pull the home sections together. When one side of the section is lower than the other, use a jack to raise the side rail of the low side. Once the sections are even, lag or nail the side rails together. Continue to check, level, and fasten the sections together for the length of the home. Any holes cut in the bottom covering must be repaired. Inside the home, the ceiling panels and the endwalls of the sections must align with each other. If the sections are not in- proper alignment, they may be adjusted (racked) by raising (jacking) a corner of the home. This will cause the ceiling on the opposite side to move forward. When the endwalls become flush, fasten them together at the front and back end of the house with 16d nails, or equivalent, spaced at a maximum of 18 inch on center. Once the endwalls are secured, make sure the roofs are aligned and the ceilings line up. If they are still off, rack the section a little more to bring the roofs and ceilings into alignment. By carefully inspecting the ceiling _or by using a straight edge, low points can be determined. Start in the front and work to the back of the house. To raise a low portion, use a hydraulic jack and a padded tee underneath the low point (see Figure 5.5). Carefully raise the jack until the adjoining ceiling sections are flush. Then, fasten the two ridge beams together on the outside of the home. FIGURE 5.5 To secure adjoining roof sections together, install lag screws at a 45 -degree angle so they penetrate both ridge beams (see Figure 5.6). Install the lag screws from alternate -sides. Remember that the fasteners are used to secure the sections together and must NOT be used as a way to pull the roofs together. NOTICE Roofs and ceilings that are not aligned can cause trim damage and allow weather (rain and snow) damage. It is imperative that the ceilings on each section be exactly flush before fastening the ridge beam together. Inside the house, check along the centerline for a label that identifies a support column requiring special attachment. If found, fasten that column to the structure of the other section as shown in Figure 5.7. FIGURE 5.6 FILL LAG SCREW HOLES WITN RIDGE CAP SHINGLES ASPHALTIC ROM CEMENT. UNDERLAYMEI 45dqu oAfte ROOF SHEATHING H x S LAG SCREWS 32' O.C. STAGGERED OR SEESS 5fIrX5'LAGSCREWS 24'0.C. STAGGERED 2X OR FIBERG.ASS INSULATION OR RIDGE BEAM EQUIVALENT TO NOW INFILTRATION CEIUNG PANEL On composition shingle roofs, cover the joint between roof sections with a piece of 12 -inch wide roofing felt, which is stapled to the underlying roof decking. The staples shall be 16 Ga. x 1 inch x 1 inch and spaced a maximum of 6 inches apart. Shingles used for the ridge cap are 36 inch x 12 -inch cut into three sections. Start from the end that is opposite the direction of the prevailing wind. Overlap each ridge shingle 6 inches and secure with four 16 Ga. x 1 inch x 1 -inch staples or roofing nails. NOTICE Shingles on certain areas of the roof may be secured with tack strips or other material for transportation. Failure to remove any shipping material and sealing of any fastener holes can resultant in weather damage (rain and snow). Tack strips and other shipping materials must be removed and any visible holes that are left by the fasteners must be filled with roofing cement. On metal roof applications, use an 8 -inch wide galvanized metal cap to cover the joint. Secure the cap down each side with 1 -inch sheet metal screws installed at 4 inches on center. The screws used to attach the cap must go through the underlying sealant tape. After the installation, the screws used in a metal roof application shall be covered with a roof sealant. See Figure 5.8. For other roofing materials, see the roofing manufacturers installation instructions. After completing the leveling of the home, check the door and window operation. Minor adjustment of the shims at some piers may be needed to improve the operation of a door or window. Interior closure • All the materials necessary to trim out the interior of the home are shipped with each home and can be easily identified by matching the moldings or paneling with the materials installed by the manufacturer. See Figure 5.9. - Before installing moldings, fill all gaps in the exterior walls with fiberglass insulation or caulking. Then, staple or nail the moldings in place. Color -coordinated putty (not supplied by the manufacturer) may be used to cover staple and nail holes. NOTICE A section of panel may have been shipped loose for installation on site in order to achieve a more desirable finished appearance. Installation of Exterior Closure Trim • Remove any polyethylene shipping material from the end wall and install the vertical siding with the provided fasteners, following the nailing pattern given in Figure 5.10. • Install the matching bottom trim in the front and rear with the nails provided. • Match and install the gable trim material. See Figure 5.10. • All cracks, seams and openings must be sealed with caulking to prevent entry of moisture. • All exposed raw edges of trim and siding must be painted, sealed or treated to provide moisture and weather tightness. For homes manufactured with metal or vinyl siding, the detail drawing shown (see Figure 5.10) is typical. The closure material is shipped with each home and can be identified by matching it with the front and rear of the home. Page 24 2M.w Installation of Exterior Closure Metal — • Remove any polyethylene material from the end walls and install the bottom starter with the provided fasteners (see Figure 5.10). • Install the siding by snapping the sides into the S -Locks; secure with the screws provided. Attach the roof closure metal to the front and rear roof. See Figure 5.10. Utility crossovers — Connect water, drainage, gas, electricity, and telephone utility crossovers. Correct procedures are outlined in 8. 5.3.1 Ductwork crossovers — Multi -section homes may require a heat/AC duct connection below the floor. Compare the inlets/outlets under the home with Figure 5.11 and connect the inlets/outlets with the flexible duct(s) and clamps that have been shipped with the home. Support all ductwork so it is not in contact with the ground, and cover all ex- posed ductwork with material having an insulating value of not less than R-4 under a vapor barrier with a perm rating of not greater than 1. FIGURE 5.7 RIDGE BEAM SUPPORT FASTENING WALL •8 X 2-1/2' SCREWS OR EQUIVALENT vx / FASTENERS AT 18' O.C. - TYPICAL WALL WALL WALL FIGURE 5.8 METAL ROOF JOINT GALVANIZED METAL RIDGE CAP METAL SCREW t r SEALANT TAPE BACKING METAL ROOF J 5/18' X 5' LAG SCREWS 24' O.C. STAGGERED TYPICAL RIDGE BEAM FIGURE 5.9 INTERIOR TRIM WALL MOULDING DETAIL A (TOP VIEW) /- MOULDING OR PANELING INTERIOR �J I MOULDING PANELING, EXTERIOR 2000.04 PARTITION MOULDING OR PANELING Page 25 WALL MOULDING DETAIL A (SIDE VIEW) SIDE 2 SIDE 1 ATTIC ATTIC CEILING CEILING BEAM SIDE 2 SIDE t ATTIC ATTIC - EILING CEILING BEAM \ C CEILING BEAM, COVE OR PANEL STRIP FIGURE 5.10 EXTERIOR CLOSURE - WOOD OR HARDBOARD SIDING �Z ISI iD;NG �Z oz- CLOSURE GABLE TRIM SOFFIT TRIM - 'Z' FLASHING WOOD OR HARDBOARD BOTTOM TRIM 11 FILLER =0 EXTERIOR CLOSURE - LAP SIDING SIDE VIEW ROOF CLOSE OFF �z �zz �o F% oz oz ROOF CLOSE OFF �z �zz �zz � oz- � ozl oz FRONT OR REAR VIEW NOTES - 1. WOOD OR WOOD PRODUCT SIDING SHALL HAVE ALL JOINTS LOCATED ON FRAMING MEMBERS. USE THE CORROSION RESISTANT NAILS SHIPPED WITH THE HOME AND INSTALL THEM PER' THE INSTRUCTION OF THE SIDING MANUFACTURER ALSO SHIPPED STARTER STRIP WITH THE HOME. 2. VINYL LAP SIDING SHALL BE ATTACHED TO THE SHEATHING WITH A CORROSION RESISTANT FASTENER WITH MAY BE A 1 1/2' SIDING NAIL OR A 16 GA. X 7/16' CROWN X 1 1/4' LOMG STAPLE. ALL SIDING SHALL BE ATTACHED LOOSE TO ALLOW FOR EXPANSION AND CONTRACTION AND THE FASTENER SHALL BE IN THE CENTER OF THE.SLOT EXCEPT THE TOP FASTENER TO HANG VERTICAL ACCRSSORIES. ALLOW 1/2' BETWEEN ACCESSORY BUTT JOINTS AND A MINIMUM OF 1' ON THE LAP JOINTS. LAP SIDING 3. MINIMUM FASTENING SPACING SHALL BE- A. WIND ZONE I. HORIZONTAL LAP- 16' ON CENTER SHEET SIDING- EDGES 6' ON CENTER AND FIELD 12' ON CENTER. STARTER STRIP B. WIND ZONE II AND III - ALL SIDING SHALL BE FASTENED 6' ON CENTER. SIDE VIEW Page 26 zWO.04 FIGURE 5.11 THIS SYSTEM MAY BE USED WHEN THERE IS NOT A CROSSOVER DUCT BUILT INTO THE FLOOR AND THE FURNACE IS OUTSIDE THE FBEAM. FURNACE / DUCT NW ADAPTER J FLEXIBLE NSULATED DUCT WITH LO PERI. MAX. VAPOR BARRIER FLEXIBLE DUCT SHALL NOT BE N CONTACT WITH THE GROUND. THIS SYSTEM MAY BE USED WHEN THERE IS NOT A CROSSOVER DUCT BUILT INTO THE FLOOR AND THE FURNACE IS SITUATED DIRECTLY OVER THE MAN DUCT ON ONE SECTION OF THE HOME FURNACE DUCT FLEXIBLE NSWTED DUCT WITH LO PERM. MAX. VAPOR BARKER FLEXIBLE DUCT SHALL NOT BE N CONTACT WITH THE GROUND. THIS CROSSOVER DUCT SYSTEM IS INCORPORATED N THE FLOOR OF THE HOME THE CONNECTION IS MADE AT A PONT ALONG THE CENTER LINE OF THE HOME WHERE THE DUCTS EXIT THiU THE SIDE RAL THE CONNECTION MUST BE SEALED TO MAKE IT AIRTIGNT. 2' IMfL WIDE RIB INSULATION AROUND CROSS-OVER DUCT OPENING (BOTH HALVES) FLOOR MATING LINE DUCT DUCT LINE UP CROSS OVER DUCTS. - REMOVE ANYTHING COVERING OPENINGS. COMPRESS NSILATION WITH STANDARD FLOOR CON EC. THIS SYSTEM MAY BE USED WHEN THERE IS NOT A CROSSOVER OUCT BUILT INTO THE FLOOR AND THE FURNACE IS SITUATED DIRECTLY OVER THE MAN DUCT ON CENTER SECTION OF THE HOME �DI1CT DUCT �MXx:T FUNACE FLEXIBLE INSLILATED DUCT WITH tO PEAU MAX VAPOR BARRIER. FLEXIBLE DUCT SHALL NOT BE IN CONTACT WITH TIE GROUND. 5.4 Anchoring instructions — The home must be anchored to the ground in order to resist overturning and lateral movement (sliding) of the home caused by the forces imposed by the design wind load. The tie - down anchoring system described in this section is one acceptable method of anchoring the home to the ground. Unless otherwise noted, all tie down and anchoring instructions are for homes with roof pitch that does not exceed 20 degrees (4.3 inches in 12 inches). 2000.04 The tie -down anchoring devices shall be certified by a registered professional engineer, architect or a nationally recognized testing laboratory as capable of resisting an allowable working load equal to or exceeding 3,150 pounds and shall be capable of withstanding a 50 percent overload (4,725 pounds total) at any angle from the vertical. Ground anchors must be installed as specified by the anchor manufacturer. Commercial designs are available from retailers or contractors. Anchoring equipment exposed to weathering shall have a resistance to weather deterioration at least equivalent to that provided by a coating of zinc on steel of not less than 0.30 ounces per square foot of surface coated. Slit or cut edges of zinc -coated strapping do not need to be zinc coated. Straps shall be Type 1, Finish B, Grade 1 steel strapping, 1-1/4 inches wide and 0.035 inches in thickness, certified by a registered professional engineer or architect as conforming with ASTM Standard Specification D3953-91, Standard Specifica- tion for Strapping, Flat Steel and Seals. The home must be in its final position with sections fastened together prior to installing tie -down equipment. The following tie -down procedure may be used: 5.4.1 Normal Installations — The pier and ground anchor system described in this manual is the most common method to stabilize the home. Other systems (such as the Vector Dynamics Foundation System by Tie Down Engineering Inc. of Atlanta, GA) are acceptable when allowed by the authority having jurisdiction, when installed according to the system manufacturer's instructions, and when certified by a registered professional engineer. Page 27 Warning Digging can cause exposure to underground utilities such as electrical and gas line. EXPOSURE TO LIVE ELECTRICAL CIRCUITS OR RUPTURED UTILITY LINES MAY RESULT IN SERIOUS INJURY OR DEATH. Prior to digging for any purpose, but especially before auguring metal anchors in the ground, make sure that the location of all underground electric cables, gas lines, sewer lines and water lines are clearly marked. Contact local utility companies for this service. DETAIL A WIND ZONE I C FIGURE 5.12 TIE -DOWN DETAILS - TYPICAL �T SINGLE SECTION 1 FRAME SPACING SINGLE SECTION "FAR CHASSIS BEAM UtIAIL A TYPICAL SINGLE TIE -DOWN STRAPS WIND ZONE I ONLY FLOOR STRUCTURE STRAP ANGLE 40 Degree Min. GROUND ANCHOR See Tables GROUND LINE ANCHOR ANGLE I RAME STRAP 10 Degree Max. STABILIZER PLATE 513fi1f"k A STRAP DETAIL C MULTI SECTION DETAIL C � DEfAILA WIND ZONE I ONLY MULTI SECTION DETAIL B "FAR CHASSIS BEAM STRAPS" ZONES II a III IF REQUIRED IN LIEU OF "NEAR CHASSIS BEAM STRAPS' DETAIL B TYPICAL DOUBLE TIE -DOWN STRAPS STABILIZER PLATE 6" Max.- WIND ZONES II AND III Radius ClipSection FLOOR STRUCTURE 3" Section of Ground Strap EDGE STRAP N— STRAP ANGLE FAR FRAME GROUND ANCHOR r20 Degree Min. Groud Strap Is Installed See Tables STRAP GROUND LINE ANCHOR ANGLE I NEAR FRAME STRAP 14 10 Degree Max _ I STABILIZER PLATE Strap is Installed. DETAIL G (WIND ZONE 1) ALTERNATE VERTICAL TIE CONNECTOR Redus Clip Radius ClipSection raSOW of Grand Str and Placed Around 3" Section of Ground Strap Flange of Ream Before Groud Strap Is Installed SBIa n VarD Gra Connecta Before Ground Strap is Installed. Radius Clip For Protection VOwe Strap Passses Over Sharp Comers. Crimp Seat DETAIL E FLOOR STRUCTURE ENDFRAME MEMBER LONGITUDINAL TIEDOWN 45 Degrees GROUND ANCHOR X END STRAP GROUND LINE 2000.04 DETAIL F STEEL BEAM 'TIED( USE SWIVEL I GROUND ANCHOR PREVENTANGI \ Degrees GROUND LINE Page 28 Single wide Double w de see detail F M*d spacing 24" typ. 4-4 Professidnal Engineers Seal 5.4.1.1 Number and location of anchors — Select the. proper spacing of tie -down straps from Table 5.1 A/B/C or Table 5.2 A/B/C. In Wind Zones II and III, a vertical sidewall strap is required at each diagonal frame strap. Therefore diagonal frame straps shall be located to coincide with the factory installed vertical straps or brackets. However, do not exceed the spacing in Tables 5.1 or 5.2. Anchors are required within 2 feet of each end of each sidewall. Measurements for the specific location of the ground anchors for the particular home must be taken directly from the home unless an anchor plan is provided with the home. TABLE 5.1A Wind Zone I -Single Section Homes 2000.04 Frame Spacing (in) Strap Max. Beam Tie Spacing ft o.c. 80 96 99.5 Angle Max. Sidewall Ht. (in) Max. Pier Max. Pier Max. Pier Max. Ht. (in) Ht. (in) Ht. (in) Degrees 84 90 96 14 NA NA 40 13-2 12-4 11-8` 19 NA NA 45 12-1 11-5 10-9 a) E 25 15 13 50 11-0 1 0-4 9-10 a> '5 m 32 21 18 55 9-10 9-3 8-9 9 m 42 28 25 60 8-7 8-1 7-7 N z 54 37 34 65 7-3 6-10 6-5 73 51 46 70 5-10 5-6 5-2 80 74 67 75 4-5 4-2 N A 24 17 16 40 13-2 12-4 11-8 ai 31 23 21 45 12-1 11-5 1 0-9 M 39 30 28 50 11-0 1 0-4 9-10 a) m 49 38 35 55 9-10 9-3 8-9 rn `m 62 49 46 60 8-7 8-1 7-7 U) z 80 63 59 65 7-3 6-10 6-5 NA 80 79 70 5-10 5-6 5-2 NA NA 80 75 4-5 4-2 NA �+'.4�i�3F?i'A�'iai?�$E'i�=�.r'Y.'�°.#=v4''a�edr'.=%'i'�1SiTa�.N_-E��'a1§-_�+�r�'Qa1.S.Yi=d..�'�.. a�1L?5�'"`.+i'i!'8e'�»��.f'!aiwa.. ' 3`'!'�E��'.'."a.ii� z_''".�svEt"H{:+C�44isL�'t..P:�'✓,viA'� d 32 26 24 40 13-2 12-4 11-8 E 41 33 31 45 12-1 11-5 1 0-9 a> 'a CO 51 42 40 50 11-0 10-4 9-10 c M 64 52 50 55 9-10 9-3 8-9 to z 80 66 63 60 8-7 8-1 7-7 NA 80 80 65 7-3 6-10 6-5 o 43 36 34 .40 13-2 12-4 11-8 53 45 43 45 12-1 11-5 1 0-9 M CO 65 5654 50 11-0 1 0-4 9-10 CO `0i 1 a 80 69 67 55 9-10 9-3 8-9 Go Z6;7 NA 80 80 60 8-7 8-1 7-7' - Example: 14 wide with 96 -in. frame spacing, 84 -in. sidewall and 30 -in. pier height requires anchors at 11 ft.- 0 -in. maximum and 50 -degree maximum strap angle. Page 29 Professional Engineers Seal 2000.04 TABLE 5.1B Wind Zone II - Single Section Homes Example 16 wide with 99.5 -in. frame spacing, 90 -in. sidewall and 38 -in. pier height requires anchors at 8 ft.- 9 in. maximum, 20 degree maximum strap angle and attachment to far beam. Page 30 2000.04 1 Professional Engineers Seal Frame Spacing (in) Strap Max. Beam Tie Spacing ft o.c. 96 99.5' Angle Max. Max. Sidewall Ht. (in) Max. Pier Ht. (in Max. Pier Ht. (in) Degrees 84 90 96 B NA NA 45 7-0 6-7 6-3 NA NA 50 6-4 6-0 5-8 )M }� M 12 NA 55 5-8 5-4 NA d 29 30 20 9-3 8-9 8-3 rn S m 41 42 25 8-11 8-5 8-0 N m 53 54 30 8-7 8-1 7-7 67 68 35 8-1 7-7 7-2 ILL 80 80 40 7-7 7-2 6-9 B NA NA 35 8-1 7-7 7-3 12 NA 40 7-7 7-1 6-9 Q M 17 15 45 7-0 6-7 6-3 23 20 50 6-4 6-0 5-8 a? z 1 29 27 55 5-8 5-4 NA 33 34 20 9-3 8-9 8-3 E 46 47 25 8-11 8-5 8-0 60 61 30 8-7 8-1 7-7 M 76 77 35 8-1 7-7 7-2 LL 80 80 40 7-7 7-1 6-9 n NA NA 30 8-6 8-1 7-7 15 14 35 8-1 7-7 7-2 W M m 21 19 40 7-7 7-2 6-9 27 25 45 7-0 6-7 6-3 z 34 32 50 6-4 6-0 5-8 44 41 55 5-8 5-4 NA rn B 37 38 20 9-3 8-9 8-3 af) 51 52 25 8-11 8-5 8-0 M 66 67 30 8-7 8-1 7-7 M 80 80 35 8-1 7-7 7-2 ILL NA NA 25 8-11 8-5 8-0 B 17 16 30 8-7 8-1 7-7 24 22 35 8-1 7-7 .7-2 M m 00 31 29 40 7-7 7-2 6-9 39 37 45 7-0 6-7 6-3 4) Z 49 47 50 6-4 6-0 5-8 rn 0 Cn 61 58 55 5-8 5-4 NA ar° E 41 42 20 9-3 8-9 8-3 0 57 57 25 8-11 8-5 8-0 M 73 74 30 8-7 8-1 7-7 M ILL 80 80 35 8-1 7-7 7-2 _4.. Example 16 wide with 99.5 -in. frame spacing, 90 -in. sidewall and 38 -in. pier height requires anchors at 8 ft.- 9 in. maximum, 20 degree maximum strap angle and attachment to far beam. Page 30 2000.04 1 Professional Engineers Seal T� TABLE SAC Wind Zone III -Single Section Homes Example 18 wide with 96 -in. frame spacing, 96 -in. sidewall and 57 -in. pier height requires anchors at 6 ft.- 7 in. maximum, 25 degree maximum strap angle and attachment to far beam. 2000.04 Page 31 Professional Engineers Seal j Frame Spacing (in) Strap Max. Beam Tie Spacing ft o.c. 96 99.5 Angle Max. Max. Sidewall Ht. (in) Max. Pier. Ht. (in) Max. Pier Ht. (in) Degrees 84 90 ' 96 m E 12 NA 55 4-8 4-5 4-2 d Z m 17 14 60 4-1 NA NA 29 30 20 7-8 7-3 6-10 � 41 42 25 7-5 7-0 6-7 c m 53 54 • 30 7-1 6-8 6-4 Cli 67 68 35 6-8 6-4 6-0 LL 80 80 40 6-3 5-11 5-7 &ati��+!£P'ANY.i�:Jr.2:.��Si.:_i12T.�Y?._IiSF3'3?`at=-:�C53i:2x�£:�-`wiYik4iA:.wprJ�kl�aiW?5 .e�3U?T.Y&:kY.�.ieu., s�34!?4Baa:.svT:k+`rs'h?r.^24.'F�'fi4�s'!£Rk'xK'ebWY"�_a"n"i: 12 NA 40 6-3 5-11 5-7. B 17 15 45 _ 5-9 5-5' 5-2 m 23 20 50 5-3 4-11 4-8 00° z - 29 27 55 4-8 4-5 4-2 38 35 60 4-1 NA NA S 33 34 20 7-8 7-3 6-10 U) B 46 47 25 7-5 7-0 6-7 '- m 60 61 30 7-1 6-8 6-4 76 77 35 6-8 6-4 6-0 ILL 80 80 40 6-3 5-11 5-7 15 14 35 6-8 6-4 6-0 21 19 40 6-3 •5-11 5-7 M m 27 25 45 5-9 5-5 5-2 34 32 50 5-3 4-11 4-8 m W 44 41 55 4-8 4-5 4-2 56 53 60 4-1 NA NA CO CID B 37 38 20 7-8 7-3 6-10 51 52 25 7-5 7-0 6-7 0° 66 67 30 7-1 6-8 6-4 m LL 80 80 35 6-8 6-4 6-0 17 16 30 7-1 6-8 6-4 24 22 35 6-8 6-4 6-0 E 31 29 40 6-3 5-11 5-7 v m 39 37 45 5-9 5-5 5-2 49 47 50 5-3 4-11 4-8 (D Z 61 58 55 4-8 4-5 4-2 0 rn 76 73 60 4-1 NA NA CO °r° 41 _ 42 20 7-8 7-3 6-10 57 57 25 7-5 7-0 6-7 Ca 73 74 30 7-1 6-8 6-4 c`o LL 80 80 35 6-8 6-4 6-0 Example 18 wide with 96 -in. frame spacing, 96 -in. sidewall and 57 -in. pier height requires anchors at 6 ft.- 7 in. maximum, 25 degree maximum strap angle and attachment to far beam. 2000.04 Page 31 Professional Engineers Seal j TABLE 5.2A Wind Zone I - Multi -Section Homes 5.4.1.2 Installation of Ground Anchors — Ground anchors must be installed in full conformance with the anchor manufacturer's instructions. Ground anchors for all Wind Zones must have a stabilizer plate at the top of the anchor unless the manufacturer's instructions do not require stabilizer plates for a particular installation of their model. In the latter case, conform to the manufacturer's instructions provided that the required holding capacity is produced. Ground anchors .for Wind Zone I may have a single head. Ground -anchors for Wind Zone II Page 32 and III must have double heads. Install ground anchors vertically with stabilizers as shown in Figure 5.12. All ground anchors shall be embedded below the frost line and be at least 12 inches above the water table. 2000.04 I Professional Engineers Seal Frame Spacing (in) Strap Max. Beam Tie Spacing ft o.c. 80 96 99.5 Angle Max. Sidewall Ht. (in) ax. vier ax. ler Max. Pier Max. Ht. (in) Ht. (in) _ Ht. (in) Degrees 84 90 96 14 NA NA 40 13-5 12-7 1 1 -1 1 a� 19 NA NA 45 12-4 11-7 11-0. v E 25 15 13 50 11-3 10-6 10-0 m 32 21 18 55 10-0 9-5 8-11 7 42 28 25 60 8-9 8-3 7-9 Z 54 37 34 65 7-4 6-11 6-6 v N 73 51 46 70 6-0 5-7 5-4 80 74 67 75 4-6 4-3 4-0 3e .;+�RCc.�';a #;:f� W'.: "�±ei6:i.. . : • 'WUkSa�N < .. � ,..-.�-. , amt:& '. - «.N§ .. iM�R�.r. ..... .. .. .."E� s: :+� 19 13 NA 40 13-5 12-7 1 1 -1 1 26 1 8 16 45 12-4 1 1-7 1 1-0 d v E 33 24 22 50 11-3 10-6 10-0 42 31 28 55 10-0 9-5 8-11 a rn 54 40 37 60 8-9 8-3 7-9 ii Z 69 52 49 65 7-4 6-11-- 6-6 N 80 70 66 70 6-0 5-7 5-4 NA 80 80 75 4-6 4-3 4-0 JAi A7a'.R, . "' .,5y d'„ti A`bk:... _ F"xh•-`%'�' "' 'aw`iYlw P' AY "_, . _. � .. _._W _. 1__4da_1 1... _ W SM,.YvH'i.P,,.i ' .. 24 1 7 16 40 13-5 12-7 1 1 -1 1 d 31 23 21 45 12-4 1 1-7 1 1-0 3 m 39 30 28 5.0 1 1-3 10-6 10-0 m 49 38 35 55 10-0 9-5 8-11 a 62 49 46 60 8-9 8-3 7-9 o Z 80 63 59 65 1 7-4 6-11 6-6 Co N NA 80 79 70 6-0 5-7 5-4 NA NA 80 75 4-6 4-3 4-0 d 32 26 24 40 1 3-5 12-7 1 1 -1 1 E 41 33 31 45 12-4 11-7 11-0 m 51 42 40 50 11-3 10-6 10-0 a 64 52 50 - 55 10-0 9-5 8-1.1 0 o Z 80_ 66 63 60 8-9 8-3 7-9 N C1 NA 80 80 65 7-4 6-11 6-6 43 36 34 40 13-5 12-7 1 1 -1 1 E CO 53 45 43 45 12-4 1 1-7 1 1-0 65 56 54 50 11-3 10-6 10-0 o m 80 69 67 55 10-0 9-5 8-11 Z N A 80 80 60 8=9 8-3 7-9 7777 W73Wr-07.MT'*-2_j 5.4.1.2 Installation of Ground Anchors — Ground anchors must be installed in full conformance with the anchor manufacturer's instructions. Ground anchors for all Wind Zones must have a stabilizer plate at the top of the anchor unless the manufacturer's instructions do not require stabilizer plates for a particular installation of their model. In the latter case, conform to the manufacturer's instructions provided that the required holding capacity is produced. Ground anchors .for Wind Zone I may have a single head. Ground -anchors for Wind Zone II Page 32 and III must have double heads. Install ground anchors vertically with stabilizers as shown in Figure 5.12. All ground anchors shall be embedded below the frost line and be at least 12 inches above the water table. 2000.04 I Professional Engineers Seal TABLE 5.2B Wind Zone II - M ulti-Section Homes Example 28 wide with 96 -in. frame spacing, 84 -in. sidewall and 29 -in. pier height requires anchors at 5 ft.- 9 in. maximum, 55 degree maximum strap angle and attachment to near beam. Page 33 2000.04 Professional Engineers Seal Frame Spacing (in) Strap Max. Beam Tie Spacing fto.c. 96 99.5. Angle Max. Sidewall Ht. (in) Max. Pier M ax. Pier M ax. Ht. (in) Ht. (in) Degrees 84 90 96 E z m 12 NA 55 5-9 5-5 NA 29 30 20 9-6 8-11 8-5 E 41 42 25 9-2 8-7 8-1 0 m 53 54 30 8-9 8-3 7-9 67 68 35 8-3 7-9 7-4 N LL 80 1 80 40 7-8 1 7-3 1 6-10 12 NA 45 7-1 6-8 6-4 E af0i CD LH2 15 50 6-6 6-1 5-9 Z CO 20 55 5-9 5-5 NA 32 32 20 _ 9-6 _ 8-11 -8-5 44 45 25 9-2 8-7 8-1 Q CD m 57 58 30 8-9 8-3 7-9 cc 72 73 35 8-3 7-9 7-4 LL 80 80 40 7-8 7-3 *6-10 E 12 NA 40 7-8 7-3 6-10~ �o CD 17 15 45 7-2 6-8 6-4 23 20 50 6-6 6-1 5-9 a) ,� z 29 27 55 5-9 5-5 NA m 33 34 20 9-6 8-11 °8-5 O m 46 47 25 9-2 8-7 8-1 CV m 60 61 30 8-9 8-3 7-9 76 77 35 8-3 7-9 7-4 ii 80 80 40 7-8 7-3 6-10 a ,. E15 14 35 8-3 7-8 7-4 21 19 40 7-8 7-3 6-10 M CO 27 25 45 7-1 6-8 6-4 34 32 50 6-6 6-1 5-9 a1Oi 0 Z 44 41 55 5-9 5-5 NA p E 37 38 20 9-6 8-11 8-5 51 52 25 9-2 8-7 8-1 CM Cw) m CO 66 67 30 8-9 8-3 7-9 �i LL 8080 35 8-3 �.. 7-9 7-4 t�a.: _ ..,:., ...rr+ter tr .� •a�. n. ..w .. ... ..._ . _ .... 17- 16 30 8-9 8-3 7-9 E 24 22 35 8-3 7-9 7-4 CO m 31 29 40 7-8 7-3 6-10 M` 39 37 45 7-1 6-8 6-4 z 49 47 50 6-6 6-1 5-9 c 61 58 55 5-9 5-5 NA 0CO E 41 42 20 9-6 8-11 8-5 `I) m 57 57 25 9-2 8-7 8-2 m `m 73 74 30 8-9 8-3 7-9 LL 80 80 35 8-3 7-9 7-4 Example 28 wide with 96 -in. frame spacing, 84 -in. sidewall and 29 -in. pier height requires anchors at 5 ft.- 9 in. maximum, 55 degree maximum strap angle and attachment to near beam. Page 33 2000.04 Professional Engineers Seal TABLE 5.2C Wind Zone III - Multi -Section Homes Example 28 wide with 99.5 -in. frame spacing, 90 -in. sidewall and 47 -in. pier height require anchors at 7 ft. -2 in. maximum, 25 degree maximum strap angle and attachment to far beam. Page 34 2000.04 1Professional Engineers Seal Frame Spacing (in) Strap M ax. Beam Tie Spacing ft o.c. 96 99.5 Angle Max. Sidewall Ht. (in) Max. Pier Max. Pier M ax. Ht. (in) Ht. (in) Degrees 84 90 96 Q 3 o Z6 E z m 12 NA 55 4-9 4-6 4-3 17 14 1 60 4-2 NA NA m 29 30 20 7-10 7-5 7-0 41 42 25 7-7 7-2 6-9 53 54 30 7.-3 6-10 6-5 N LL 67 68 35 6-10 6-5 6-1 80 80 40 6-5 6-0 5-8 E 12 NA 45 5-11 5-7 5-3 CO 17 15 50 5-4 5-1 4-9 22 20 55 4-10 4-6 4-3 z 30 27 60 4-2 NA NA m E m 32 32 20 7-10 7-5 7-0 0 N 44 45 25 7-7 7-2 6-9 57 58 30 7-3 6-10 6-5 LL 72 73 35 6-10 6-5 6-1 80 80 40 6-5 6-0 5-8 .::E�iil+:.n� ::Lka s@MJ-3liLz_T-..if.3f=3fra�a1=A43vRa:.m.3dmie'�KYF"+yF'vmixiL"-rvi�a�.de-Fa++-i.4tai..W .bYF.'-�i�'31.YacY!z:.:s..'eeivfr4"-'tt-:Ftv-'v!:zvc=:?�.G"-.iiirYiVi?-i-:4EisLnl.n-t.z'-.:-w'e.Sr3�na`m=1+.Pi£i.P'+�tiF!- 12 NA 40 6-5 6-0 5-8 E d CO 17 15 45 5-11 5-7 5-3 23 20 50 5-4 5-1 4-9 m Z 29 27 55 4-9 4-6 4-3 38 35 60 4-2 NA NA a 0 Co C4 Em m 33 34 20 7-10 7-5 7-0 46 47 25 7-7 7-2 6-9 60 61 30 7-3 6-10 6-5 #i 76 77 35 6-10 6-5 6-1 80 80 40 6-5 6-0 5-8 .-�sas,:;:�.,s.;,.+:..,aar:y�':�e-� u,... ..:«F...�'�..ra•.,#.-zaM�a�:- .�..s�ax;».�.�a.u.�>»:?�.:+k..�.t;�:,r-.�.:�ri,x:.��«�:.Iw:?�.FS �._-.:.��x,_.,:w�.,•...:�.,.,:�.w;xmz NA NA 30 7-3 6-10 6-5 15 14 35 6-10 6-5 6-1 CD °1 a m d Co W 21 19 40 6-5 6-0 5-8 27 25 45 5-11 5-7 5-3 34 32 50 5-4 5-1 4-9 44 41 55 4-9 4-6 4-3 56 1 53 1 60 1 4-2 1 NA NA E 37 38 20 7-10 7-5 7-0 51 52 25 7-8 7-2 6-9 M T M LL 66 67 30 7-3 6-10 6-5 80 80 35 6-10 6-5 6-1 17 16 30 7-3 6-10 6-5 24 22 35 6-10 6-5 6-1 V a1 0 E a� m z 31 29 40 6-5 6-0 5-8 39 37 45 5-11 5-7 5-3 49 47 50 5-4 5-1 4-9 61 1 58 1 55 1 4-9 4-6 4-3 76 1 73 1 60 1 4-2 NA NA E 41 42 20 7-10 7-5 7-0 to CO 57 57 25 7-7 7-2 6-9 m m CO LL 73 74 30 7-3 6-10 6-5 80 80 35 6-10 6-5 6-1 ..: . ' .'ku..?k.A':3 -� ,. ' . �. : §3.- ...... :�w.:#,A!€#�" yk•wY-`r.=1:m4=3t:d+lh!'t�iRl�"aii`. # ' _ 3#a�S4'.ax`-diM,a'�.'MY.ils3sf.A.::.'...,e.*+�sv •.�.:�- L.n�+:.axd'r.. Example 28 wide with 99.5 -in. frame spacing, 90 -in. sidewall and 47 -in. pier height require anchors at 7 ft. -2 in. maximum, 25 degree maximum strap angle and attachment to far beam. Page 34 2000.04 1Professional Engineers Seal Optional method for stabilization: Instead of a stabilizing plate, ground anchors may be in- stalled vertically with an adequate concrete cy- lindrical "collar" poured around the anchor shaft. 5.4.1.3 Tie -down instructions — The. home should be set on its piers and be level before ground anchors are installed. Install ground an- chors and connect the straps to the ground an- chor heads and the home as instructed by the anchor manufacturer and to prevent structural damage to the home. Install diagonal straps from.the anchor to either the near or far chassis I-beam as indicated by the tables. For Wind Zone II and III, connect anchors to the vertical factory -installed straps or brackets at the side- walls of the home. Vertical ground straps must be fastened to anchors capable of resisting the total tension of both straps. Protect straps where they pass over sharp comers. See Fig- ure 5.12. Tighten straps to remove slack. After all straps ! are installed and the slack is removed, lightly !; tension the straps to assure that the ground anchor shaft is in full contact with the stabilizer. Alternate tightening on opposite sides of the home to avoid disturbing the home set-up. Periodic inspection of the straps is important; it f: may be necessary to retighten frame and ground straps from time to time. CAUTION: During re -leveling, do not jack the home against tight straps. Page 35 2000.04 5.4.1.4. Longitudinal End Straps - Use swivel brackets (available from anchor equipment manufacturers), where necessary, to prevent angular stress on the longitudinal straps. For Wind Zone I single section homes less than 18 feet wide and multi -section homes less than 32 feet wide, install the side diagonal straps at the endof each section at approximately 45 -degrees as shown in Figure 5.12 Detail G. Install two longitudinal straps at each end of each section of the home for wider homes in Wind Zone I, all homes in ' Wind Zone 11, and homes with maximum 84 inch interior sidewall height in Wind Zone II. Install three longitudinal straps at each end of each section of the home for all other homes in Wind Zone Ill. The third strap shall be installed within the parameters set by the anchor manufacturer. Install straps from the end of each frame I-beam to an approved ground anchor. 5.4.2. Elevated homes — Homes with higher piers may require straps connected to the "far chassis beam" as shown in Figure 5.12. Deviations from these guidelines shall be reviewed by a registered engineer and approved by the local authority having jurisdiction over such matters. 5.4.3 Severe climatic conditions (Also see 4.4. ) 5.4.3.1 Freezing Climates — Be sure anchor augers are installed below the frost line. 5.4.3.2 Severe wind zones — The home shall not be installed in an area known to experience severe winds, or in any zone that requires greater wind -resisting capabilities than those for which it was designed (see Data Plate). If a home must be installed in such a zone, seek the advice of a registered professional engineer. Have engineered drawings showing foundation, connection and anchorage details approved by local authorities. 5.4.3.3 Flood -prone areas — The manufacturer does not recommend siting homes in flood -prone areas and will not be responsible for damage if the home is installed in a, flood - prone area. Unconventional anchorage and tie - downs often are needed in designing and constructing the special elevated foundations that may be required in flood -prone areas. Consult a registered professional engineer. 5.5 Skirting — Skirting, if used, shall be of durable materials suitable for exterior exposures. Skirting shall be recessed under the siding or trim and must not be attached in a manner that could cause water to be trapped between the siding or trim and the skirting. Skirting made from wood or wood products, including all wood siding, shall be pressure treated to prevent decay and termite infestations if it will be used within 6 inches of the ground. NOTICE Moisture can damage the home. Ventilation of the crawl space must be provided. A minimum of one square foot of net free ventilation area for every 150 square feet of the home's floor area shall be provided for the crawl space. [Note: Typically net free area is about 70% of the gross area of a vent.] Ventilation openings shall be placed at or near each comer of the home and as high as practical. Openings shall be located to provide cross -ventilation on at least two opposite sides. Where an acceptable ground vapor retarder is installed (see 3.5.1) and one ventilation opening is within 3 feet of each comer of the home, the total area of ventilation openings may be reduced to one square foot for every 300 square feet of the home's floor area. Access opening(s) not less than 18 inches in any dimension and not less than three square feet in area shall be provided 2M.w and shall be located so that any water supply and sewer drain connections located under the home are accessible for inspections. Dryer vents, air conditioning condensation drains, and combustion air inlets must pass through the skirting to the outside. 6 — Installation of optional features 6.1 Hinged roofs — If the home has an optional hinged roof or eaves, see Figure 6.1A & B. Some hinged roof homes have fuel fired heating appliances located under the hinged portion of the roof, which require installation and inspection at the site prior to occupancy. WARNINGI Fuel fired heating appliance, vents that pass through the hinged roof must be completed and professionally inspected at the site prior to energizing the appliance or occupying the home. FAILURE TO COMPLY WITH THIS SAFETY PRECAUTION MAY RESULT IN SERIOUS INJURY OR DEATH. Venting systems must be installed in confor- mance with the appliance manufacturer's instructions and any special instructions supplied with the home. 6.2 Garden and bay windows — If the home was supplied with an optional garden or bay window, follow the window manufacturer's installation instructions. 6.3 Awnings and carports — Choose freestanding products with columns to support their weight. 6.4 Installation of on-site attached structures — Any structures, devices, accessories, etc. added by others are not the responsibility of the home's manufacturer. Examples are awnings, carports, garages, decorative trims on flue pipe extension, etc. Design all attached buildings and structures to support all of their own dead, live and wind loads, and to have fire separation as required by state or local ordinances. Page 36 6.4.1 Garages and carports — A garage or carport must be installed according to the manufacturer's instructions and to all applicable local codes. The garage or carport must be supported independently of the factory -built portion of the home. Electrical circuits in garages shall be provided with ground fault interruption. 6.4.2 Porches — Site -constructed porches must be constructed and inspected according to the applicable local building codes. 6.4.3 Steps, stairways and landings — Steps, stairways and landings must be constructed and inspected according to the applicable local building codes. 6.5 Accessory windows — Install accessory windows or components with the installation materials supplied, and follow the manufacturer's installation instructions. 6.6 Miscellaneous lights and fixtures — Some exterior lights, ceiling fans and chain -hung fixtures'may not yet be installed when the home is delivered. All of these fixtures must be grounded by a fixture -grounding screw or wire. For chain -hung fixtures, use both methods. When fixtures are mounted on combustible surfaces such as hardboard, install a noncombustible ring to completely cover the combustible surface exposed between the fixture canopy and the wiring outlet box. If siding has not been installed at an exterior fixture location, remove the outlet box and install the exterior siding with a hole for the outlet box. Then, reinstall the outlet box and proceed as for other fixtures. 6.6.1 Exterior lights — Remove any junction box covers and make wire -to -wire connections using wire nuts. Connect the wires as follows: Black to black, white to white, and ground to ground. Push the wires into the box and secure the light fixture to the junction box. Caulk around the base of the light fixture to ensure a watertight seal to the sidewall. Install the light bulb and attach the globe. Refer to Figure 6.2. 2M.04 6.6.2 Ceiling fans — To reduce the risk of injury, install ceiling fans with the lowest edges of the blades at least 76 inches above the floor. Follow the manufacturer's instructions. If no instructions are available, connect the wiring as shown in Figure 6.3. ' 6.7 Optional panels, siding and molding — If the home came equipped with optional panels, siding or molding, refer to any special installation procedures provided with the materials. 6.8 Exterior coverings — Install exterior coverings (e.g. stucco, metal, vinyl, plywood, or hardboard exterior siding, etc. and shingled or tiled roofs, etc.) according to the material manufacturer's instructions. Do not cover the HUD label when applying any field exterior covering. 6.9 Telephone and cable television —The walls and floors of the manufactured home contain electrical circuits, plumbing and ductwork. Avoid contact with these home systems when drilling through and placing cables within these cavities. Only trained professionals shall perform such work. Figure 6.4 shows one procedure for telephone crossover connection in multi - section homes. WARNINGI Careless installation of telephone and cable television lines can cause exposure to live electrical circuits. EXPOSURE TO LIVE ELECTRICAL CIRCUITS MAY CAUSE SEVERE SHOCK OR POSSIBLE ELECTROCUTION. Disconnect electrical power to home before proceeding 6.10 Continuous ridge vent— See Figure 6.5. FIGURE 6.1A Page 37 - HINGED ROOF L UPLIFT STRAP KNEEWALL MAY BE STORED 2-10 dIAWALL N ROOF CAVITY EACH INT M RAIL 4AKNE KING POST 6 -STAPLES AM (WHERE OUIRED OR 2X4 RAIL). L RAISE ROOF INTO POSITION 2. INSTALL KNEEWALL- FASTEN KNEEWALL 3. FASTEN END OF UPLIFT STRAP TO _ TO KING POST AND TOP CHORD WITH BEAM OR BEAM RAIL WITH 6-18 GA. 4. INSTALL AT EACH END OF ROOF A 1X4 2-10 HAILS AT EACH INTERSECTION. X 7/18' X 11/2' STAPLES OR DIAGONAL WIND BRACE WITH 2-8d NAILS 5-6d10.099 d'ia) NAILS. AT EACH UPRIGHT. 3/8 EXTERIOR 5. TOP CHORD AND KING POST SHALL SHEATHING MAY BE USED N PLACE OF ALINE WITHIN 1112' OF KNEEWALL THE 1X4 DIAGONAL WIND BRACE UPRIGHTS. Page 37 FIGURE 6.113 DETAIL A DETAIL B DETAIL C Wedge attached to truss top chord and web with 7/16'x2 -1/2'x15 ga. staples at 6' o.c. Web 2000.04 Top chord Shingle and Wood roof Top rail Field Splice 12' 2x3 apt tiasde f truss with I51 Hinge plate 7/wx2-V21x15 ga staples staggered each end for eW 1. Carefully lift (jack) complete hinged roof up to full up -right position, then swing down end vertical and scab as shown in detail B. When all verticals are scabbed, remove jacks. 2. Attach roof sheathing to 2 x 4 blocks as shown in detail A and add the missing 1 or 2 rows of shingles per manufac- turer's specifications. 3. Install corner braces as shown in detail D. 4. Install end wall fill wedges as shown in detail C and sheath to match end of house. 5. From this point on, the connections are the same as a typical double sec- tion. 6. Furnace/fireplace/ wood burning stove/ water heater vent stacks must be sized (for length) and installed per manufac- turer installation instruc- tions included in home. 7. Plumbing vent pipes must extend through the roof. DETAIL D Page 38 DETAIL 6.2A Paddle Fan Installation Note, Applicable to U.L. Listed paddle fan with a swivel type mounting bracket. DETAIL 6.26 Installation of Chain Hung Fixture or Fan Disconnect Circuit Before Installation Ground wire III Color coded wires Ground strap Wire nut iling Ceiling box • I I I I (III ��� Chain _ Mounting screw DETAIL 6.3 Supply wire coiled and secured for shipment X WARNING. Live electrical wires. Before installing a paddle fan, make sure that the breaker to the fan circuit is off. Ceiling board Notch beam at hole if necessary ( T for wire chase Supply wire inserted in field f• ,through side knockout of box 1 Electrical box Isee Note a1) Double wide ridge beam 2x6' center beam - Shipped loose for field installation or fan bezel Hole for box cut through 2x6' (may be cut in plant or in field) Secure box to ridge beam with 12) .8x2-1/2' wood screws Ifield installed) Secure box to 2x6' center beam with (4) •6x1' wood screws Ifield installed) 1. Remove the fan manufacturer's installation instructions from the package and determine the method of fan attachment to the beam. 2. If the center beam Ishipped loose) does not contain a precut hole for the electrical box, cut a hole approximately 1/4' larger than the box diameter, centered in the width of the beam. Center line of hole shall align with location of supply wire through ceiling. 3. Install the box in the hole and secure flange to the center beam with (4) 860 screws. 4. Insert the ceiling wire through a knockout hole in the side of the electrical box. It may be necessary to cut a notch in the side of the center beam to allow the supply wire to be inserted in the electrical box without binding against center beam during installation. 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 fasteners. S. Secure electrical box to ridge beam with •8x2-1/2' 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. B. Position the non-combustible flash ring (provided) over the electrical box so that the finished surface around the 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 fan is grounded as specified in manufacturer's instructions and that wires are connected properly (white wire to white wire and black wire to black wire). Page 39 2M.Ow DETAIL 6.4 Phone Cable Crossover for Multi -Section Homes Notes - 1. Connect blue to blue, red to red, yellow to yellow, and green to green. 22f.[Dl not strip the individual wires. 3.1 Insert the same color wires into the connector, then using channel lock pliers, press the round portion to make the connection. DETAIL 6.5A 4 cond.. 24 ga. Phone cable '11% - Bottom Continuous Ridge Vent Fasten ridge rail together with 3/8'x5' lag ; staggered from section to section for the e (Screws must be located at ridge blocking.) Install screws at 45 degree angle star 3' from the end and 2-1/2' from center of double section. (Flush heads with roof sheathing.) Ridge blocking 2M.04 Red UR Scotch Lock Connector (Typical) Page 40 nwye r an DETAIL 6.513 Ridge Vent Installation Instructions Figure 1 Ridge vent may be cut Center each ridge vent section over slot in roof. to any length desired Mark edge of ridge vent on roof on both sides at each end. Maintain vent dimensions during installation Figure 2 Insert 'connect -or -seal' into end of ridge vent. Model .656 'connect -or -seal' to be used at each end and as many connections as required. Figure 3 Roof Sheathing Rafters Apply shingle cap same as std. double section \ roof connection. �c Locate ends of ridge vent t' min. from edge of roof. \� ingle to Opening / Gabe to Overhang Figure 4—� Nail 2 places on sealed end of ridge vent. Nail . Tape Seal loosely until opposite end is sealed or adjoining vent is connected. Do not allow vent to 'spread Locate Vent on open' when nailing in place. Marked Line from 1' Shingle Fig. 1 Nail Typ. Figure 5 To make .ridge vent connection, insert 'connect -or -seal' /ice approximately halfway into existing ridge vent. Insert by hand 2 nails into top of 'connect -or -seal' to hold in place while an additional section is being added. For all subsequent connection, repeat instructions. Nailed loosely from Fig. 4. Figure 6 Remove nails from Fig. 5 and butt ridge vent tightly together and seal joint with caulking. Nail at End of Both Ridge Vent Insert Final 'connect -or -seal' in remaining . • Sections. open end before nailing down completely with I' shingle nails. Page 41 2M.a 7— Preparation of appliances 7.1 Heating appliance — Not all homes contain a factory -installed heating appliance. Those homes that have been designed to accept a remote forced air - heating appliance must have a remote forced air - heating appliance installed to assure that the home remains in conformance with the HUD "Manufactured Home Construction and Safety Standards." If built to accept a remote forced air heating system, in addition to the foundation and tie -down requirements, the home must have the following installed: 1. The appropriate forced air -heating appliance. 2. All utility connections to the home. 3. The connecting ductwork. The cold air return duct must be connected to the factory installed cold air duct connection. 4. The thermostat for the forced air -heating appliance must contain an operating fan switch. 7.2 Clothes dryer vent — The clothes dryer must exhaust outside the exterior of the home or outside any perimeter foundation or skirting installed around it, through a moisture -lint exhaust system, as shown in WARNINGI Termination of the dryer exhaust underneath the home can cause condensation and moisture damage to the home. Lint and dust accumulation can ignite, causing a fire. A FIRE MAY RESULT IN SERIOUS INJURY OR DEATH. Periodically check for and remove accumu- lated lint and dust. EXTERIOR Figure 7.1. Do not let the exhaust system terminate under the home where excess moisture or flammable material can accumulate. Install a metal duct after the home is set up at the site. Hold the duct in place with metal straps spaced 2 feet on centers secured to the bottom of the floor joists or frame. Vent openings are located in either the wall or the floor. After the duct is installed, seal the openings, inside and outside, with approved duct tape or equivalent. Follow the dryer manufacturer's instructions for installing the exhaust system. If the home did not come equipped with a gas dryer, remember that installing one requires substantial alteration to the home. Gas supply piping and adequate venting must be provided as specified by the gas dryer manufacturer. Only a trained and experienced person shall install a gas dryer. Cutting major structural elements (such as rafters or floor joists) to allow for a gas dryer installation is not permissible. 7.3 Comfort cooling systems — Only qualified personnel may install any comfort cooling system not provided with the home. Follow the manufacturer's installation instructions and conform to all local codes. 7.3.1 Air conditioners — The air distribution system of this home has been designed for a central air conditioning system. Equipment installed must not exceed the rating shown on the home's compliance certificate. The manufacturer does not recommend installing window air conditioning units. The home's electrical distribution panel may contain optional factory -installed circuits for air conditioning. The maximum full load ampere draw for the desired air conditioning unit must not exceed the circuit rating shown. Electrical circuits within the home may not have been sized for the additional load of non -factory - installed air conditioning, and a separate outside electrical supply may have to be provided. FIGURE 7.1 CLOTHES DRYER EXHAUST SIDEWALL HOOD DRYER EXHAUST THROUGH SIDEWALL (FRONT VIEW) CAUTION INSTALLATION OF THE EXHAUST SYSTEM MUST BE IN ACCORDANCE WITH THE DRYER MANUFACTURER'S INSTRUCTIONS. 2M.04 HOOD TO BE INSTALLI OUTSIDE OF SKIRTIING. Page 42 DRYER EXHAUST THROUGHT BOTTOM COVERING (FRONT VIEW) CAUTION THIS EXHAUST SYSTEM MUST NOT TERMINATE UNDER THE HOME Any field -installed wiring beyond the junction box must include a fused disconnect located within sight of the condensing unit. The maximum fuse size is marked on the condenser data plate. Local codes will determine the acceptability of the air conditioning . equipment, rating, location of disconnect means, fuse -type branch circuit protection, and connections to the equipment. "A -coil" air conditioning units must be compatible and listed for use with the furnace in the home. Follow the air conditioner manufacturer's installation instructions. If a remote (self-contained) air conditioner (cooling coil and blower are located outside the home, see Figure 7.2) is to be connected to the heating supply duct, install an automatic damper between the furnace and the home's air duct system, and another between the remote unit and the home's air duct system. Secure the duct system leading from the remote unit to the home, and do not allow it to touch the ground. Insulate ducts with material of thermal resistance (R) not less than 4, and a perm rating of not more than 1 perm. Connect the duct carrying air to the home to the main duct at a point where there are approximately as many registers forward of the connection as there are to the rear. Locate the return air duct in the center of the home. Check to be sure that a rigid base has been. pro- vided to evenly distribute the cooler's weight over several rafters. Tightly seal all roof penetrations and the boot connecting the cooler to the roof/ceiling opening to prevent leakage of water into and cool air out of the home. Connect the cooler to an external water supply and attach an overflow hose to its accumulation pan to route overflow water away from the home. Do not attach guy wires to roof vents, flues or other items protruding from the roof. To eliminate potential leaks, route guys wires over the side of the home and attach them to the roof rafter edge rails rather than the roof itself. Seal all fastener penetrations. FIGURE 7.2 REMOTE AIR COOLING OR HEATING EQUIPMENT DUCT AIR COOLING OR HEATING EOUPMENI SINGLE - SECTION FLEXIBLE DUCT SMALL NOT BE IN CONTACT WITH AM COOLING GROUND OR HEATING EQUIPMENT DUCT DUCT I MULTI -SECTION Do not cut or damage floor joists. Return air and supply ducts are sized to fit between the floor joists. Replace insulation removed during the installation, and seal the bottom covering around the duct connections. Direct all condensation runoff away from the home by connecting a hose to the equipment runoff outlet or by other means specified by the equipment manufacturer. 7.3.2 Heat Pumps — Install heat pumps according to the heat pump manufacturer's instructions. FIGURE 7.3 7.3.3 Evaporative Coolers — Install a roof- 7.4 Chimneys and air inlets — Fireplaces, wood stoves mounted cooler following the evaporative cooler and some gas water heaters require on-site installation manufacturer's instructions. In the absence of of combustion air inlets. Fireplaces and wood stoves instructions, proceed as follows: require on-site installation of additional section(s) of Using wire nuts, connect the wires from the roof- approved, listed chimney pipe, spark arrestor and rain mounted junction box as shown in Figure 7.3, and cap assembly (see 7.4). replace the cover on the box. Page 43 2000.04 7.4.1 Minimum extensions above the roof — To assure sufficient draft for proper operation, extend the finished chimney at least 3 feet above the highest point where it penetrates the roof and at least 2 feet higher than any building or other obstruction located within a horizontal distance of 10 feet. If the site has obstructions within 10 feet of the chimney, the installer may have to provide an additional section of chimney pipe. 7.4.2 Assembly and sealing sequence — WARNINGI Chimneys and hearths that are incomplete could cause a fire if they are used prior to completion. A FIRE MAY RESULT IN SERIOUS INJURY OR DEATH. The chimney, combustion air ducts and hearth must be installed before the fireplace is used; FIGURE 7.4 3 -FOOT MINIMUM ATTIC CEILING SUPPORT BOX COLLAR ABOVE SNOW LEVEL OVER BASEMENT OR CRAWL SPACE INSTALLATION 2M.04 Remove the protective materials covering the roof flashing and any foreign material from the installed part of the chimney. All parts required for a typical installation and instructions for their installation are provided with the home. When a fireplace is factory -installed such that the firebox is in one section of a multi -section home and the hearth in the adjacent section, the hearth cannot be factory -installed. Therefore, the hearth must be shipped with the unit and field installed in strict compliance with the fireplace manufacturer's in- stallation instructions 7.4.3 Combustion air duct inlets — Combustion air-intake ducts end just below the bottom covering of the floor. They must be extended to the outside when the home has a basement or crawl space. These added ducts are not supplied, but they may be purchased at the local hardware store. The fireplace manufacturers instructions for installing combustion air ducts are placed in the fire- place/stove or with the chimney parts. Do not allow the combustion air inlet to drop material from the hearth beneath the home. Locate the inlet damper above the expected snow level, as shown in Figure 7.4. 7.5 Range, cook -top and oven venting — If the home is equipped with a combination range, cook-top/grill or oven that contains its own exhaust system, route the exhaust so that it does not exit under the home. Connect metallic duct between the elbow protruding from the floor and the termination fitting, and support it according to the manufacturer's installation instructions. 8 — Utility system connection and testing 8.1 Proper procedure — Consult the local authority before connecting any utilities. Only qualified installers, familiar with local codes and licensed where required, shall make utility connections and conduct tests. 8.2 Water supply Page 44 8.2.1 Maximum supply pressure — The water system for the home was designed for a maximum inlet pressure of 80 pounds per square inch. If the home is located in a water district where the local water supply pressure exceeds 80 pounds per square inch, install a pressure -reducing valve. 8.2.2 Connection procedures 8.2.2.1 To supply main — Connect the home's water system to the water source through the inlet located under the home, usually below the water heater compartment. A tag on the side of the home marks its location. 8.2.2.2 Mandatory Shut-off valve — An accessible full -flow shut-off valve (gate or ball valve) must be installed between the water supply and the inlet, as shown in Figure 8.1. 8.2.2.3 Crossovers — Multi -section homes with ,.; plumbing in both sections require crossover con- nections, as shown in Figure 8.2. Remove the shipping caps from the water lines and install the crossover connectors provided with the home. FIGURE 8.1 TYPICAL HOSE BIB MASTER WATER SHUT-OFF HEATER LOW PIPE ADD AT INSTALLATION (NOt SUPPLIED BY HOME MANUFACTURER) POLYBUTYLENE, COPPER OR GALVANIZED PIPE SERVICE CONNECTION (NOT SUPPLIED BY HOME MANUFACTURER) NOTE - THE MAIN SHUT-OFF VALVE IS NOT SUPPLIED BY THE MANUFACTURER. BUT MUST BE INSTALLED ON THE SYSTEM TO COMPLY WITH THE FEDERAL CONSTRUCTION AND SAFETY STANDARDS. 8.2.3 Freezing protection 8.2.3.1 Necessity — In areas subject to freezing temperatures, protect exposed sections of water supply piping, shut-off valves, pressure reducers, and pipes in a water heater compartments with a non -insulated door. Otherwise, burst pipes and costly damage may result. WARNINGI Improperly designed or installed heat tapes can cause a fire. A FIRE MAY RESULT IN SERIOUS INJURY OR DEATH. Use only heat tapes listed by a nationally recognized testing laboratory for use with manufactured homes, and install them only in accordance with the manufacturer's instructions. Page 45 2000.04 8.2.3.2 Use of heat tape — Heat tapes (either automatic or non -automatic) can protect exposed plumbing from freezing. Plug the 3 -wire, grounded cord set of the heat tape into the outlet located under the home near the water supply inlet. 8.2.3.2.1 Automatic heat tape — This tape (with a,thermostat) is approved for installation on all types of water pipe, including plastic. According to the manufacturers instructions, secure it to the pipe, insulate it, and weather- proof it. 8.2.3.2.2 Non -automatic heat tape — This tape (without a thermostat) may not be ap- proved for plastic pipe unless it is left exposed, with no outer wrap of insulation. Installation is - otherwise the same as with the automatic heat tape. 8.2.3.3 Freezing protection for unoccupied homes — If the home is to be left unheated in cold weather tum off the water heater, and then drain the water lines and blow them clear with compressed air to prevent damage from freezing. FIGURE 8.2 TYPICAL WATER LINE CROSSOVER MATING LINE INSPECTION COVERS SO CONNECTION CAN BE MADE AND INSULATED AFTER SECTIONS ARE SET UP AND BLOCKED. CAUTION- IF FREEZING CONDITIONS EXIST, WRAP WATER CONNECTOR WITH INSULATION. USE WATER CONNECTORS SUPPLIED BY MANUFACTURER WHERE APPLICABLE. 8.2.4 Test procedure — Even though the water system was tested at the factory, it must be rechecked for leaks at the installation site. Close all water faucets, spigots and toilet -tank float valves, and use one of the following procedures: 8.2.4.1 Hydrostatic — Be sure the water heater tank is full of water. Pressurize the system with water at 100 psi, and then isolate it from the pressure source. The system must hold this pressure for at least 15 minutes without any loss. If the pressure falls off, locate and correct any leaks and then retest the system. 8.2.4.2 Pneumatic — CAUTION: If this procedure is used, the hot water tank must be bypassed by hooking its cold inlet and hot outlet lines together. This method will protect the hot water tank from damage and protect those involved in the test from possible injury. Connect an air pump and pressure gauge to the water inlet and pressurize the system to 100 psi. Isolate the pressure source from the system. The gauge must stand for at least 15 minutes with no drop in pressure. If there is a drop in pressure, locate any leaks by applying soapy water to the connections and looking for bubbles. Correct any leaks indicated by the bubbles, repeating the procedure until all have been eliminated. Reconnect the water heater and the water supply. 8.2.4.3 Use only hydrostatic test on CPUC systems. 8.3 Drainage System 8.3.1 Assembly and support — Because of the remoteness of the plumbing fixtures or to protect the drainage system from over the road damage it is sometimes necessary to assemble any under - the -floor piping on site after the home has been set on its foundation and the tie -down operation is complete. If portions of the drainage system were not installed at the factory, all materials and diagrams required to complete it have been shipped as loose items in the home. The completion of the drain, vent and waste systems shall be done by personnel who have been property trained in the plumbing trade and the solvent welding of ABS pipe. The following steps, if done in the order shown, will result in a completed system that will perform as designed. Start at the most remote end and work toward the outlet, supporting the piping with temporary blocking to achieve the proper slope (see 8.3.2). Assemble the complete system as shown on. the diagram without using any solvent cement. At this point check all of the following: 1. Check that all fittings are in proper alignment. 2. Check that all pipes have been cut square andi have been deburred. t 3. Check that all piping is supported at 4 feet or less with a slope between 1/8 inch and % inch per foot. 8.3.2 Proper slopes and connector sizes — Drain lines must slope at least 1/4 inch fall per foot of run unless otherwise noted on the schematic diagram (see Figure 8.3). Exception: 1/8 -inch fall per foot is allowed when a clean out is installed at the upper end of the run. Connect the main drain line to the site sewer hookup using an approved coupler (see Figure 8.4). When the entire system has been completed, install permanent drain line supports at 4 feet on center, as shown in Figure 8.4. Hangers may be secured to any frame member, or to the wood floor joists that can be located just above the bottom covering material. 8.3.3 Solvent welding procedures — The solvent cement used to assemble the drain lines must be compatible with the pipe installed in the home. Follow the manufacturer's instructions on the container and complete the permanent connection of all pipe and fittings, again starting at the most remote fixture. 8.3.4 Crossovers — Connect multi -section home drainage line crossovers that have been plant installed as shown in Figure 8.3. - FIGURE 8.3 Page 46 2M.04 If ; . EXAMPLE PIPE AND SUPPLIED FIGURE 8.4 FLOOR SUPPORT STRAP AT A MAXIMUM OF 4 FOOT ON CENTER CAP AND CHAIN DVED COUPLER . NOTE - SEWER HOOK UP ARROW SHOWS SLOPE DIRECTION OF FLOW. MIN. REQUIRED SLOPE IS 1/4 INCH PER FOOT. (2) 18d Nails Min. 2x3 Lumber I II�m) 1FooNails 121 18d Neils, r Joist Into Floor Joist _(2) Stapleor Screws each Ssde Draln Pipe Galy. or Alum. Strip Min. 2x3 Lumber 8.3.5 Protection from freezing — The floor insulation provides freeze protection for fittings in the floor. If this insulation is removed during assembly or testing, replace it. If the home is to be left unheated in cold weather, pour approved antifreeze into P -traps at all fixtures and toilets. Fittings andpiping outside the floor insulation may need insulation in cold climates. 8.3.6 Test procedure — Even though the drain- age system was tested at the factory, it must be . rechecked for leaks at the installation site after all on-site connections have been completed. Plug all fixtures, sinks, showers, and tubs, and fill with water. Release the water in each fixture simultane- ously to obtain the maximum possible flow in the drain piping. Check all P -traps and the drain system I for possible leaks. Repair any leaks and retest. 8.4 Gas supply WARNING! Improperly connected or modified fuel gas systems can cause fire or explosion. A FIRE OR EXPLOSION MAY RESULT IN SERIOUS INJURY OR DEATH. Qualified personnel must make all connections to and alterations of fuel gas systems, including installation of appliances. 8.4.1 Type of gas system furnished with home — All gas appliances in this home, includ- ing the heating system, are equipped for natural gas. If LP gas is to be used as the gas supply instead, a qualified service person must convert the appliances to LP gas following the instruc- tions provided by each appliance manufacturer. 8.4.2 Proper supply pressure — The gas piping system in the home has been de- signed for a pressure not to exceed 14 inches of water column (or 1/2 PSI). ff gas from any supply source exceeds, or may ex- ceed this pressure, a pressure -reducing valve must be installed. To operate gas appli- ances safely and efficiently, do' not exceed the designed pressure limitations. For natural gas systems, the incoming gas pressure shall re- main between 6 inches and 8 inches of water column. For LPG systems, the pressure shall be between 12 inches and 14 inches of water col- umn. FIGURE 8.5 k Page 47 2M.a 18d Neils Galy. or Alum. Strip 0 Min. 1x3 Lumber / on Min. 20 Lumber (2) 18 Ga - 7/18'x 2' (2) Staples each Side Staples each end/ Galy. or Alum. Strip t' Lumber) or (2) 18d Neils Drain Pipe 8.3.5 Protection from freezing — The floor insulation provides freeze protection for fittings in the floor. If this insulation is removed during assembly or testing, replace it. If the home is to be left unheated in cold weather, pour approved antifreeze into P -traps at all fixtures and toilets. Fittings andpiping outside the floor insulation may need insulation in cold climates. 8.3.6 Test procedure — Even though the drain- age system was tested at the factory, it must be . rechecked for leaks at the installation site after all on-site connections have been completed. Plug all fixtures, sinks, showers, and tubs, and fill with water. Release the water in each fixture simultane- ously to obtain the maximum possible flow in the drain piping. Check all P -traps and the drain system I for possible leaks. Repair any leaks and retest. 8.4 Gas supply WARNING! Improperly connected or modified fuel gas systems can cause fire or explosion. A FIRE OR EXPLOSION MAY RESULT IN SERIOUS INJURY OR DEATH. Qualified personnel must make all connections to and alterations of fuel gas systems, including installation of appliances. 8.4.1 Type of gas system furnished with home — All gas appliances in this home, includ- ing the heating system, are equipped for natural gas. If LP gas is to be used as the gas supply instead, a qualified service person must convert the appliances to LP gas following the instruc- tions provided by each appliance manufacturer. 8.4.2 Proper supply pressure — The gas piping system in the home has been de- signed for a pressure not to exceed 14 inches of water column (or 1/2 PSI). ff gas from any supply source exceeds, or may ex- ceed this pressure, a pressure -reducing valve must be installed. To operate gas appli- ances safely and efficiently, do' not exceed the designed pressure limitations. For natural gas systems, the incoming gas pressure shall re- main between 6 inches and 8 inches of water column. For LPG systems, the pressure shall be between 12 inches and 14 inches of water col- umn. FIGURE 8.5 k Page 47 2M.a 8.4.3 Orifice for specific gases — Special orifices and regulators are required for each kind of gas and for altitudes above 3,000 feet. See the instructions accompanying each gas - burning appliance for modification instructions. Before making any connections to the site supply, check the inlet orifices of all gas appli- ances to ensure they are correctly set up for the type of gas to be supplied. 8.4.4 Crossovers — Before performing any system tests or connecting the system to the gas supply, install the gas line crossover in multi -section homes as shown in Figure 8.5. All crossovers and fittings must be listed for manufactured housing exterior use and be the same size as the main unit pipe. Do not use tools to connect or remove the quick disconnect connector. 8.4.5 Test procedure — Even though the gas system was tested at the factory, it is essential that it be rechecked for leaks at the site. Do not apply pressures in excess of those specked below, or the gas valves and/or pressure regulators may be damaged. Conduct one of the following two tests when the air and piping temperatures are nearly equal and will remain stable. 8.4.5.1 Piping Only Test — Close all appliance shut-off valves. Attach a pressure gauge calibrated in ounces to the home's gas inlet. Pressurize the system with air to at least 3 psi (48 oz.). Isolate the pressure source from the system. The gauge must stand for at least 10 minutes with no drop in pressure. If any pressure loss occurs, check all joints in the piping system and at all shut-off valves with soapy water or a bubble solution until the leaks are located. Repair the leaks and retest until the pressure holds. 8.4.5.2 Test of entire system — Close all gas equipment controls and pilot light valves according to the individual gas equipment manufacturer's instructions. Assure that gas shut-off valves for all gas equipment are in the OPEN position. Attach a pressure. gauge calibrated in ounces to the home's gas inlet. Pressurize the system with air to at least 6 oz. Check all gas shut-off valves and flex -line connections to valves and appliances for leaks using soapy water or a bubble solution. Do not bubble -check brass fittings with solutions containing ammonia. Repair any leaks found and retest. Close all equipment shut-off valves upon completion of the testing. 8.4.6 Connection procedures — Inspect gas appliance vents to ensure they have been connected to the appliance, and make sure that roof jacks are installed and have not come loose during transit. Have the gas system connected to the gas supply only by an authorized representative of the Gas Company. 8.4.7 Gas appliance start-up procedures — One at a time, open each equipment shut-off valve, light pilots and adjust burners according to each appliance manufacturers instructions. Make sure the water heater is filled with water before lighting its pilot. Check the operation of the furnace and water heater thermostats, and set them to the desired temperatures. 8.5 Heating oil systems — Homes equipped with oil - burning furnaces must have their oil supply tank and piping installed on site. The manufacturer does not supply these items. Consult the oil furnace manufacturers instructions for proper pipe sizing and installation procedures. All oil storage tank and piping installations must meet all applicable local regulations and shall be made only by experienced, qualified personnel. Page 48 2M.04 8.5.1 Tank installation requirements — Unless the home is installed in a community with a centralized oil distribution system, an oil storage tank must be installed outside the home. Locate the tank where it is accessible for service.and supply, and safe from fire and other hazards. 8.5.1.1 Vaporizing (gravity -feed) furnaces — Install oil tanks that feed vaporizing -type oil furnaces so that oil flows freely by gravity. To achieve efficient gravity flow, install the tank so that its bottom is at least '8 inches above the level of the furnace's oil control and its top is within 8 feet of the oil control level. 8.5.1.2 Gun (pump -fed) furnaces — Since the furnace includes a fuel pump, the tank may be installed above or below ground. For tanks installed below ground, do not exceed the lifting capacity of the pump, extend the filler neck 1 foot above grade and provide a 1-1/4 inch diameter minimum vent pipe extending at least 2 feet above grade. 8.5.1.3 Sloping and draining requirements — Regardless of the type of oil furnace or the tank location, install the tank to provide a gradual slope toward the fill end or drain plug (if so equipped). This facilitates the pumping or draining of water or sludge. 8.5.2 Shut-off valve and fuel line filter —Install an accessible and approved manually operated shut-off valve at the oil tank outlet. Installing a suitable filter in the fuel line near the tank to trap dirt and water is recommended. 8.5.3 Leak test procedure — Before operating the systems, check for leaks in the tank and supply piping. Fill the tank to capacity with fuel and examine all points in the system for leakage. 8.5.4 Winterizing — Fuel oil specifically formulated for winter conditions is required to prevent the oil from jelling at low temperatures. 8.5.5 Hot water baseboard heat — All crossover connections shall be made with copper sweat fittings, copper unions or other approved metal connections. 8.6 Electricity — A large enough power supply must be available at the site. An inadequate power supply may result in improper operation of and possible damage to motors and appliances. It may also increase the electricity costs. 8.6.1 Description and rating of home wiring — The home is designed for connection to an electrical wiring system rated at 120/240 volt AC. The connection to the home panelboard is a 4 - wire feeder cable (unless the home is equipped with a factory -installed service meter base). The following paragraphs describe the wiring and grounding of electrical feeders; if the home is equipped with a factory -installed service meter base, skip directly to 8.6.4.3. 8.6.2 Feeder wire and junction box material and size — The feeder must contain four continuous insulated, color -coded, feeder conductors, one of which shall be an equipment grounding conductor. The current rating in amperes of the home can be found on the tag located on the outside next to the feeder or service entrance, and also on the electrical distribution panel. Using this information, determine the required size from Table 8.1 TABLE 8.1 These sizes are based on an ambient tem- perature of 86° Fahrenheit and do not take voltage drop into consideration. WARNINGI The neutral conductor must not be grounded in the distribution panelboard. GROUNDING OF THE NEUTRAL CONDUCTOR IN THE PANELBOARD MAY RESULT IN ELECTRICAL SHOCK OR POSSIBLE ELECTROCUTION. A qualified installer must make the connections for the electric power. 8.6.3 Grounding of homes with feeder con- nections 8.6.3.1 Grounding is required — The home must be properly grounded to protect the occu- pants. The only safe and approved method of grounding the home is through an electrical - isolated grounding bar in the manufactured home distribution panelboard which grounds all non -current -carrying metal parts to the electri- cal system in the home at a single point. The ground conductor of the power supply feeder cable in turn connects the grounding bar to a good electrical ground back through the power supply system. This means that for 120/240 volt service, you must have a 4 -wire power supply feeder cable. IT IS EXTREMELY IMPORTANT THAT THE NEUTRAL CONNECTOR NOT BE GROUNDED IN THE MANUFACTURED HOME DISTRIBUTION PANELBOARD. 8.6.3.2 Procedure — The ground con- ductor of the power supply feeder cable must connect the grounding bar to a good electrical ground. Follow the feeder connection proce- dures described in 8.6.4.1 and 8.6.4.2 MAIN BREAKER SIZE IN PANEL BOX AMPS ELECTRICAL FEEDER AND EQUIPMENT SIZES MAXIMUM CALCULATED NEUTRAL FEEDER LOAD AMPS MINIMUM SIZES JUNCTION BOX INCHES CONDUIT DIAMETER INCHES POWER RED OR BLACK NEUTRAL WHITE GROUNDING GREEN COPPER ALUMINUM COPPER ALUMINUM COPPER ALUMINUM COPPER ALUMINUM 100 10X10X4 11/4 11/2 _#3 #1 #3 #1 #8 #6 100 150 10X12X4 11/2 2 # 1/0 # 3/0 #2 # 1/0 1 #6 #4 115 200 12X12X4 2 2 # 3/0 # 250 MCM #2 # 1/0 1 #6 #4 1 115 Page 49 2M.w to achieve proper grounding. (Exception: Homes with a factory -installed service meter base must be grounded differently. Refer to the specific instructions in 8.6.4.3 if applicable.) Isolate (insulate) the grounded circuit conductor (neutral or white wire) from the grounding con- ductors (green wires) and from equipment en- closures and other grounded parts. Isolate (in- sulate) the neutral circuit terminals in the distri- bution panel board and in ranges, clothes dry- ers, and counter -mounted cooking units from the equipment enclosure. Bonding screws, straps or buses in the distribution panel board or in appliances have been removed and dis- carded at the manufacturing facility. The installer may provide the required continu- ity of ground between sections of multi -section homes through a metallic roof or siding," or by bolting outriggers together. When the outrig- gers or other overlapping metal joints of ad- joining sections are not bolted .together on houses with shingle roofs and non-metallic siding, install a ground wire connection be- tween the metal frame members. This bonding FIGURE 8.6 Page 50 2000.04 connection is commonly made with a #8 AWG bare copper wire or other approved positive connection between the parts (see Figure 8.9), using the approved grounding lugs with bolts, star washers and nuts, or self -tapping screws that are shipped with the home. 8.6.3.3 Unacceptable methods of grounding homes — Grounding to a rod, a water pipe, or through the home's hitch caster will not satisfy the important grounding re- quirement. Never use the neutral conductor of the feeder cable as a ground wire. Do not ground the neutral bar in the electrical distribu- tion panel. 8.6.4 Only a qualified installer using one of the following methods shall make connections — Any method that does not provide a ground wire connection from the service entrance to the ground bar in the distribution panel board is not acceptable. Refer to Figure 8.6. WARNINGI Installation of the electric power to the home can cause exposure to live electrical circuits. EXPOSURE TO LIVE ELECTRICAL CIRCUITS MAY RESULT IN SEVERE SHOCK OR POSSIBLE ELECTROCUTION. A qualified installer must make the connections for the electric power. 8.6.4.1 Mast weatherhead feeder — The routing, connection, and support of the service drop must meet local codes. Homes equipped this way contain all necessary conduit to the electrical distribution panel. However, the four feeder conductors (not provided) must be in- stalled on site. If the masthead is located above the roof overhang, allow a minimum clearance of 8 feet above all roof points, which the con- ductors pass over. There are two exceptions to this rule: (1) The vertical clearance may be re- duced to 3 feet if the roof has a minimum slope of 4 in 12; and (2) The vertical clearance may be reduced to 18 inches if no more than 4 feet of service -drop conductors pass above the roof overhang, and if they terminate at a through - the -roof raceway or approved support. A mini- mum clearance must also be provided from the ELECTRICAL FEEDER CONNECTION MAIN PANEL BOX MAIN BREAKER 0 Cr ee a e me e 9 0c em J 6 Qe e e p Qe e Z �e W e ep ecc z e e e e U' e e (F GROUND TO METAL FRAME GREEN- GROUND BLACK - POWER TO SERVICE BLACK ENTRANCE OR RED - POWER (METER BASE) WHITE - NEUTRAL Page 50 2000.04 connection is commonly made with a #8 AWG bare copper wire or other approved positive connection between the parts (see Figure 8.9), using the approved grounding lugs with bolts, star washers and nuts, or self -tapping screws that are shipped with the home. 8.6.3.3 Unacceptable methods of grounding homes — Grounding to a rod, a water pipe, or through the home's hitch caster will not satisfy the important grounding re- quirement. Never use the neutral conductor of the feeder cable as a ground wire. Do not ground the neutral bar in the electrical distribu- tion panel. 8.6.4 Only a qualified installer using one of the following methods shall make connections — Any method that does not provide a ground wire connection from the service entrance to the ground bar in the distribution panel board is not acceptable. Refer to Figure 8.6. WARNINGI Installation of the electric power to the home can cause exposure to live electrical circuits. EXPOSURE TO LIVE ELECTRICAL CIRCUITS MAY RESULT IN SEVERE SHOCK OR POSSIBLE ELECTROCUTION. A qualified installer must make the connections for the electric power. 8.6.4.1 Mast weatherhead feeder — The routing, connection, and support of the service drop must meet local codes. Homes equipped this way contain all necessary conduit to the electrical distribution panel. However, the four feeder conductors (not provided) must be in- stalled on site. If the masthead is located above the roof overhang, allow a minimum clearance of 8 feet above all roof points, which the con- ductors pass over. There are two exceptions to this rule: (1) The vertical clearance may be re- duced to 3 feet if the roof has a minimum slope of 4 in 12; and (2) The vertical clearance may be reduced to 18 inches if no more than 4 feet of service -drop conductors pass above the roof overhang, and if they terminate at a through - the -roof raceway or approved support. A mini- mum clearance must also be provided from the final grade to the service -drop conductors. This measurement may vary from 10 feet to 18 feet, depending on the types of traffic anticipated below the service drop (refer to the National Electric Code). Unless impractical, locate service heads above the point of attachment of the service -drop conductors and make them rain -tight. If individual conductors do not extend downward, form drip loops. 8.6.4.2 Underside junction box feeder — A conduit from the main panel board to the underside of the home allows for installing an approved junction box or fitting, which must be used. Install properly sized conductors from the main power supply to the panel board. Refer to Table 8.1 for the conductor and junction box requirements. The homeowner or installer must provide the supply connection including the four feeder conductors, junction box and con- duit connectors. Protect conductors emerging from the ground from a minimum of 18" below grade to 8 feet above grade, or to the point of entrance to the home. The distance meas- ured from the top surface of a buried cable, conduit, or raceway to the finished grade must meet the minimum burial requirements outlined in the National Electric Code. Use a moisture - proof bushing at the end of the conduit from which the buried cable emerges. 8.6.4.3 Grounding of homes with service meter base. When a factory -installed service meter base is provided on the home, a grounding electrode conductor and a ground wire must be installed as detailed in Figure 8.7. 8.6.5 Crossover connections — For multi - section homes, refer to Figure 8.8 for typical crossover wiring connections (located along the centerline between the sections). Crossover locations can be distinguished by metal junction boxes or access cover panels. Remove these panels and connect the enclosed wires as illustrated in Figure 8.8. Some crossover connectors plug together and do not require junction boxes. FIGURE 8.7 GROUNDING CONDUCTOR INSTALLATION METER BASE NOTE ACCESS FOR METER IF THE HOME HAS METER BASE INSTALLED AT THE m 0 MANUFACTURING FACILITY, A GROUND WIRE AND o PULL BOX GROUND ELECTRODE MUST BE INSTALLED. 0 0 0 GROUND LUG SERVICE ENTRANCE EMT •6 MIN BARE COPPER C I OR UTILITY GROUNDING WIRE CONNECTIONS CLAMP SUITABLE FOR DIRECT BURIAL. GROUND LOCATE FLUSH WITH OR BELLEVEL GROUND LEVEL. 5/8 INCH MINIMUM DIAMETER SOLID - IRON OR 3/4 INCH MINIMUM TRADE SIZE GALVANIZED PIPE ELECTRODE. ELECTRODE SHALL BE DRIVEN TO A DEPTH OF NOT LESS 8' - 0' MINIMUM THAN 8 FEET SO THAT AT LEAST 8 FEET OF THE ELECTRODE LENGTH ELECTRODE IS IN CONTACT WITH THE SOIL. . WHEN ROCK BOTTOM IS ENCOUNTERED, THE ELECTRODE CAN BE DRIVEN NOT TO EXCEED 45 DEGREES FROM VERTICAL OR BURIED IN A TRENCH THAT IS AT LEAST 2 1/2 FEET DEEP. Page 51 2M.04 When the mating section contains a bathroom which requires Ground Fault Circuit Interrupter (GFCI) protection for the receptacle, it is important that the bathroom circuit wiring be connected to the proper GFCI protected circuit in the power supply panel. Multi -section bonding — Bonding between the sections of a home with metal siding or a metal roof is provided by the overlapping metal joints fastened with metal screws. Bonding between sections of a home with non-metallic siding and a non-metallic FIGURE 8.8 roof must be accomplished at set-up by connecting a #8 AWG bare copper wire between the metal frame members using the approved grounding lugs with bolts, star washers and nuts, or self -tapping screws that are shipped with the home. Refer to Figure 8.9. 8.6.6 System test procedures and equipment 8.6.6.1 Pre -connection tests — Conduct both of the following tests before any electrical power is supplied to the home: CONDUCTORS FROM DISTRIBUTION PANEL BRANCH CIRCUIT CONDI�CTORS, WITH SUFFICIENT BOARD TERIMINATED IN JUNCTION BOX. LENGTH FOR CROSSOVEER, COILED IN JUNCTION BOX. JUNCTION BOX JUNCTION BOX -- II ACCESS TO BOX - INSIDE FLEXIBLE CONDUIT SHIPPED LOOSE FOR FIELD INSTALLATION. IN FLOOR -ALTERNATE CONDUCTORS FROM DISTRIBUTION PANEL BOARD TERMINATED IN JUNCTION BOX. NM CABLE FOR BRANCH CIRCUITS, WITH SUFFICIENT LENGTH FOR CROSSOVER, JUNCTION BOX F COILED ABOVE ACCESS PANEL. Li! ACCESS PANELS FASTENED TO FRAMING WITH SCREWS. WORDS 'ELEC. ACCESS' PAINTED ON PANELS. STEEL WIRE PROTECTORS SHIPPED LOOSE FOR FIELD INSTALLATION. DADO JOIST FOR NM CABLE. IN FLOOR -ALTERNATE FLOOR DECKING NM CABLE CONNECT BOTTOM BOARD 2000.04 THIS HOME MAY BE SHIPPEI MORE PLUG-IN CONNECTOR. TORS ARE TO BE SNAPPED TOGETHER ON SET-UP. CONNECTORS WILL BE COLOR -CODED AND/OR TAGGED TO PREVENT MIXING OF CIRCUITS. y I NJ I -F1 INSTALLED WIRE PROTECTORS IN WALL -ALTERNATE Page 52 FIGURE 8.9 8.6.6.1.1 Circuit conductor continu- ity — Conduct a continuity test by placing all branch circuit breakers and switches controlling individual outlets in the "on" position. The test shall give no evidence of a connection between any of the supply conductors (including the neutral) and the grounding circuit. A flashlight continuity tester may be used. 8.6.6.1.2 Grounding continuity'— Us- ing a continuity tester test non -current - carrying metal parts to assure continuity to ground. The parts to be checked include: • appliance enclosures, includ- ing fans • fixture enclosures and cano- pies • metal siding and roofs -• metal water supply and gas lines • metal ducts (except foil cov- ered insulated ducts) • the home's frame On multi -section homes, perform this test only after completing all electrical and bonding connections between the sec- tions. NOTE: Grounding is not required on the metal inlet of a plastic water system or on plumbing fixtures such as tubs, fau- cets, shower risers, and metal sinks when they are connected only to plastic water and drain piping. 8.6.6.2 Post -connection tests — Conduct the following tests after turning on the main cir- cuit breaker and each individual circuit breaker. Page 53 2M.a NOTICE Energizing the water heater before the water heater is filled with water will cause the water heater element to burn out, an event not covered by the warranty. Allow the water heater to fill completely before activating the water heater circuit. 8.6.6.2.1 Polarity and grounding of receptacles — With receptacle and lighting circuits energized, check the' polarity and grounding of each 120 -volt receptacle and light socket using a polarity tester capable of determining an incorrect wiring configuration. A conversion device may be required. to test various fixture bulb sizes and outlet configurations. Investigate any indication of reversed polarity, open grounds or shorts, and correct them. 8.6.6.2.2 Ground Fault Circuit Interruption (GFCI) — Make certain that all receptacles requiring GFCI protection are in fact on the correct circuit(s). Check each ground fault circuit interrupter device by pushing the test button to determine if the power route to the receptacle has been interrupted, or follow the manufacturer's instructions. Replace any GFCI that does riot operate properly. 8.6.6.2.3 Operational checks — Check all light fixtures by placing a bulb in the socket and turning the switch on and off. Using a pigtail light, check all 240 -volt receptacles to determine if both legs of the circuit are powered. Check all 120 -volt receptacles to be sure that each is operational. Switched receptacles require the switch to be turned on and off. It is not necessary to check appliances, but their power sources must be assured. Failure of any electrical wiring or fixtures requires repair and re -testing. Check smoke detectors to be sure they are operational (test per smoke detector manufacturer's instructions).' If a smoke detector was shipped loose with the home, locate it, plug it in and check operation. 9 — Final inspection To make sure that no items have been overlooked and that all work was done properly, make a final inspection when the home installation is complete. Place special emphasis on the following "checklist" items: 9.1 Water and drain systems — All water and drain systems work properly and do not leak. 9.2 Appliance function and operation — Appliances have been tested and work properly. 9.3 Windows, doors and drawers — All windows, doors and drawers work properly. 9.4 Exit windows — One window in each bedroom is designated as a secondary exit (egress) to be used in case of emergency. Each exit window is labeled as such with operating instructions. All shipping hardware must be removed, and the window shall operate as explained in the window manufacturer's instructions. Check each window to assure it opens properly. 9.5 Exterior siding and trim — There are no gaps, voids, or missing fasteners, all seams are sealed, and hardboard edges are sealed. 9.6 Stack heads and vent pipe flashing on the roof — All stack head or vent pipe flashings are properly attached and sealed. 9.7 Composition roof — All shingles are properly attached, none are loose or missing, and all holes are filled. 9.8 Skirt venting — The skirting around the home has vents along a minimum of 3 sides at each comer to cross -ventilate and keep the crawl space as dry as possible. See 5.5 for the total vent area required. 9.9 Low -hanging trees or bushes — If there are any low -hanging trees or bushes near the home, trim or cut them. In limiting their future growth, think about the plants' possible movement during windy conditions or under snow or ice loads. 9.10 Exhaust fan operation and airflow —Check all exhaust fans for proper operation and airflow. 9.11 Bottom covering — Carefully inspect the bottom covering of the home for loosening or tears from the installation of pipes or wires. 9.11.1 Bottom covering repair — A special material is fastened to the bottom side of the new home to provide a protective covering. This covering was inspected at the factory, but could have been damaged later. It is important that any areas that are damaged be sealed. 1. If the covering is a vinyl -coated material, use a vinyl patching material to repair tears or holes. 2. If the bottom covering is an asphalt - impregnated material, use a patch of the same material with beads of adhesive around the contact edges. When the overlay is positioned over the damaged area, it is fastened in position using an outward flare tacker. This requires a special tool designed to outward flare a 3/8 -inch crown staple with 1 -inch long legs through both the overlay and the bottom covering. The flaring action of this tool causes both materials to be tightly clenched together so that no other support is required. The spacing of these staples shall be no more than 6 inches apart around the perimeter of the overlay, with the second row placed inside approximating the edge of the damaged or cut area. 9.12 Ground cover — Repair any cuts or tears in the ground cover with tape. 9.13 Anchors and straps — Be sure the correct number of anchors has been installed at the proper spacing and alignment, and that all straps are tight. 9.14 Interior details — Inspect for and correct all interior finishing details, such as loose molding, carpet seams, etc. 9.15 Retailer inspection - The retailer's representative should inspect the home with the homeowner and brief the homeowner about maintaining the home. 10 — Relocating the home 10.1 Relocation of the home — If it is necessary to move the home, HAVE IT MOVED BY A PROFESSIONAL MANUFACTURED HOME MOVER, MAKE SURE HE USES ENOUGH TEMPORARY WOOD BLOCKING and check the following items: Page 54 2000.04 10.1.1 New zones-- Check the roof and wind load and heating and cooling requirements at the new location. The home is designed for certain weather conditions and roof loads. See the zone maps included on the home Data Plate. Do not site or relocate the home in a zone requiring greater wind, roof load, or heating or cooling capabilities than those for which it was designed. (See 1.2, 1.4 and 3.1) 10. 1.2 Tires and axles — Replace any removed tires or axles as required by the manufacturer. Be sure that tires are inflated correctly, have at least 1/16 -inch tread, and do not have any cracks or splits. Inspect hitch and running gear connection welds for corrosion and repair as necessary. Check and repair bearings and brakes as necessary. 10.1.3 Appliances — Secure appliances to prevent movement during transportation. 10.1.4 Dust caps — Place dust caps on the ends of all pipe connections. 10.1.5 Blocking during storage —Any home placed in storage, including sales lots, must be immediately blocked under each I-beam, both at the rear of the home and midway between the axles and the hitch, to prevent excessive deflection and possible structural damage. 10.1.6 Transit of furniture and belongings — Substantial damage may result if furniture, personal belongings, setup materials or other items are stored in the home during transit. TRANSIT DAMAGE IS NOT COVERED UNDER THE WARRANTY. 10.1.7 Multi -section homes — Re -install temporary structural supports and bracing materials before moving the home. Cover open sides of sections with weatherproof material such as 6 -mil plastic sheeting. After the sections have been separated; secure 2 x 6 shipping braces at the front end and in the axle area. Place ridge beam supports in open areas per the manufacturer's instructions, or at a maximum of 12 feet on center if manufacturer's instructions are not available. 11 — Window and glass door protection 11.1 Windstorm Protection — As explained on the data plate, this home has not been equipped with storm shutters or other protective coverings for windows and glass door openings. For homes located in Wind Zones II or III, we strongly recommend that the home be made ready to be equipped with these devices in accordance with one of the methods illustrated in figure 11.1. WARNINGI Covering 'the windows and doors will block safe egress from the home in the event of a fire or other hazard. INOPERABLE EGRESS WINDOWS OR DOORS MAY RESULT IN SERIOUS INJURY OR DEATH. Do not occupy the home if the egress windows or doors are covered or otherwise inoperable. 11.1.2 Removals — After all danger is past, remove and store the protective materials for possible reuse. Permanently weatherproof all holes left from nails and debris. FIGURE 11.1 PROTECTION OF WINDOWS AND GLASS DOORS WIND ZONES II AND III LUMBER METHOD SHORT WE • 2x8 LENGTH De• MAx� BOTTOM FRAME MEMBER MAY BE OMITTED FOR S.DNG GLASS DOOR DETAIL A WALL GLASS 2x3 FRAME AR011D WIDOW/ \ 2xe .3 OR BETTER TYPICAL 10 08 x S WOOD SCREW EACH END OF ALL 2x98 PLYWOOD METHOD Iavtx OF • 2x8 LENGTH Mux) Protected areas are to be Covered with stnNctsral sheathing The thickness and span ratings are shown in the table. The structural Sheathing shell be labeled 'APA Rated Shoalling Exterior' or egivalent. The shoading shot be placed over the operti g with the face gran rwrig horcontal. Where any Dation of any wi dor or sliding glass door is within 3 feet from a corm of Me home, the op shoLid be covered with two layers of sheathing each of which meets the rmpmemems from the table. The first layer is fastened as shown. Fasten the second layer using a niimun 40d rads 10.031' diem x S' longi at 3' on center :TWE specks • " . FACE— 0 —DIECTION a 0 A 49 • MAIL _ r MIL FROM EDGE OF SHEATHING FACE GRAN DIRECTION (TYPICAL) 20d MALS mor x 4' lONO DOUBLE HEADED NALS ARE RECOM MDDED TO FASTEN PLYWOOD TO MAKE R FAs" TO REMOVE AFTER THE STORM OP81O WALL FRAMING CLASS STRUCTURAL SHEATHING SECTION A•A STRUCTURAL SHEATHING TO PROTECT WINDOWS N WIND ZONES 1 AND 0 WIDTH OF WWDOW SHEATHING REQUIREMENTS UP TO 38' THICKNESS SPAN RATWG 15/32' MN. 32/18 3r TO 48 23/32' MIN. 48/24 4r TO 72 1-1/8' MDL 48' O.C. Page 55 I Professional Engineers Seal i 2000.04 NOTES NOTES NOTES '', ' -_�"-n=' '' '� + �—`� /' . . �^ . . ' � . . . � . . !' /. �^` / ^ '` �^ r ^ i .� ' . �^ �� ° ' �' ! ` ' . | � � � �' U � . ^ ° ' . ^ '� ' � ," �� ., � �" , ] ^� . ^ . . ' , . . , ,� '� /� � . ^ ^' ` . � . . ' H ` � w ' ' ^ . . . �� � . �� > .. | � .. ' ' ' � � ^ cHamplon HOME BUILDERS CO. Champion Homes Division P.O. Box 429 Lindsay, California 93247 Phone (559) 562-4951 Fax (559) 562-1463 CHAMPION HOME BUILDERS CO. Corporate Headquarters 2701 University Dr., Suite 300 Auburn Hills, Michigan 48326 ©COPYRIGHT 1999 CHAMPION HOME BUILDERS CO. '01 stisl0c Picks" 10VIMA110N -PADS OUTUNt Of NOBILS CaACH. try PLAN �OUBLE WIDE. MOBILE COACH Scale: I" - .10' FOR MORE THAN TRIPLE WIDE UNITS. SUBMIT LAYOUT TO THARP k Assoc. FOR: APPROVAL "TANDARD PIER & FOOTING SPACING PER MOBILE HOME MANUFACTUREWS INSTALLATION MANUAL El I T MAX TUBE HEIGHT K 8* SHORT TUBE 14' LONG TUBE Z' DIA 3/0' SID PIPE S 0 0 X I IGHTEtl O T Ep CI.Amp I I L LfQ Ml .0. ClJ Cn u 3 4J, OuTutie Or WOBILLP COACH SINGLE. WIDE TYPICAL Ix"1141 oil M -I A 9 COACH 93 u u PLAN �OUBLE WIDE. MOBILE COACH Scale: I" - .10' FOR MORE THAN TRIPLE WIDE UNITS. SUBMIT LAYOUT TO THARP k Assoc. FOR: APPROVAL "TANDARD PIER & FOOTING SPACING PER MOBILE HOME MANUFACTUREWS INSTALLATION MANUAL El I T MAX TUBE HEIGHT K 8* SHORT TUBE 14' LONG TUBE Z' DIA 3/0' SID PIPE S 0 0 X I IGHTEtl O T Ep CI.Amp I I L LfQ Ml .0. ClJ Cn u susillic PIERS 4 POUMDATION PAN 4J, OuTutie Or WOBILLP COACH SINGLE. WIDE TYPICAL Ix"1141 oil M -I A PLAN SINGLE WIDE MOBILZ Seat*: 10 - 10" COACH STANDARD PIER k YOnTING SPACING PER MOBILE HOME MANUFACTURER'S INSTALLATION MANUAL E t. E VATION NOT TO SCALE NlItAll COACH. I KA14 "UMOU Coo$ Of U4XJLATVK T= 23 AM U.&Q 1"4 a)fTION, 3, X 31 PLATE SWL gS CONS"W WITH S" UVB Uk*A WOW tAMA, AM SWOW ZOW AS A"TAX*= M, VOMAMT *Xj*V WaW A 02CM W-4 MU 3/4' 711READED PLTE LEGS ROD TYP Or 4 UWATMAM. C0=Vl 3.0a.,. POOT" ARE 4, ALL PWINWISAUTOUNAWIM-By UNDMUM AL -901L 5 410ADZ JUUM AND NJ" IM 46' PLATE DEBT PM 10W WlW CWA=U VflTN,,L0C Cams", 9 5/8. x 1 114, XXT WITH NARDENEq WASHER` K91 SEISMIC PIER Not to' -Sc'Ck 1, e SH"CONPORIOTIDA"A361 -36 MINIMUIA. k. OWL W FAMICATO ��-TO AlICAJIVIVICATIONS ' C.P. SEI'SMIrC PIER #1 *V.0ftWIK=A0MWWT0AWllnCWATIQ* PATENT PENDING L, I . Aa m Am WL NOTE- TIL It DOLTS. .' $AK 00-A" A449 -A" A323 180 IN -POUNDS IS . EQUIVALENT To, 15 rt -POUNDS V. THASAVaDROlk. COW MAWN IAW CAVWN WUDA" ALL MBTALQi1Q1>rQN> 01CLUDM MAU & SC#A" WM AU TO 09 FROTEC" COATI" 6. . ns p=AmmmwAuwmaT:Ammmiusm"axoDAnowrm suEnAm wmuAms YAWtcl Olt APPROVED 19.L ALIM AN I DftL"UUV=AKDtAWW A"Y 06>IIVIED TUT040 ANO 0001SULT 2 - 3/8' x 11 BDL TS flavow (CM ra THo mumm to" FIELD DRILL HOLES OP T I ON OF 'IATOALA 170Q llic um 4 414 TEX STS COACH C b6 VOMCAlo', Ism" MAX 0COACH J DR $E AN 7. THIS -IFOMDAjM'jS F6R K.K= MA"ACIIMW WMMiQll iX*ML=U WM 14MMUMAL OR I/Vx2'x4' x CRMXXNn. ANGLE 3' WIDE PLATE C 4 2' .0. IN A"As wan jowruwaA.4 arrammT joxOc ) CAN culk. mANumcnaw t101t88 SK" riB BOLTS SLISMIC MADMM W10" .04 IV&" IM, OR W"W'.- IT 'WW- ADYARS"y AF"= U% USS Of THE. PIER WV"ACTMW WAUL 10. Tom $YSTE9 Ill ADA VrAlla T69tANVAR0 IKU41W MASON0 WIXK MAS, TYPICAL BEAM CONNECTIONS, I. n1l F101UMATM PAD SKOWN 00 THIS nM 19 A PIK"T CONMM F"DATION M To PLY WOOD Not .t O. Sca.ie MUK0ATWfA0-WAYKUSWAN.AVUMllL . . . ....... If so W DVCR$lzE faR C"""m Aft M AT A. DAYS AS'== VM M0W=X*W OY STAA=, W%"T CONCRZ= Nw THATTHS LOW 0091016MC01111'AD82 b. M.FFIBIIAWPADQR*RrAlwwimgwqtfos$gmis (AS WOW ON TO KAX� INSERT ra;L., WHIII2 FIUZ CO)MMM RSQUM PAD ROTATW NO &ME THAN IIAIX OF =4 PAN IN A 5/4, 1 V4, Its. Tl AV= UNI CAN 10 WTATO $0 WATTNR UM 04AVADGIN OF TIM PADS AU PARAUSL40 24' 4. imp &am =AM 1, S.&V CQ ROMA)= - QA 3". PRI' -IQs. �+-----36 112' rAQAQ gas NQVA 5/4. i 1 34 ft"" stNKc NOW 1. 2. I&AM" 1"TH M DGUM W= MAM 70 VW. 4v4-4*4 WVr-J r I S. LWM~V0fmy'TKW&AUOC�XAftT0llIVS*WMIT WTTOMMM 06 b, 10 mr oft wm�w�TVA 00A" a , PRECAST CONCRETE.. 4. IM TIkMA W=C0#aM IMLOW SAW RACINVa tATr= AS 050" ON TIN MMU W= W= I FOUNDATION PAD COO#= SCALE; V 1.5' S X* MY C0 CH S= OnlU nIAN AS SHOWN ON nN PLAN OR RUMM10 ABOVE, TO nU AND PAD LAYOUT S"" 29 UVM*10 MID APPROM BY DMAW AL T%W ASSOCUTIK 3/4' PLYWOOD SHEXIS SCREVED IU(jElHER WITIH 30`02*X3 4' 848 x 1 112' FHWS L. APACINO SRO" ON "IS ftO ARA FM MACHU W= 10 M AND 12 K" OR I WH PALM CORFAMOWISIAM1 PL. YVUf3D . 2. 1 ANYMM I I BEAN IS NOT TOCAN=WA MW THAN 6,0 rUTON EACH 9NDOJr LWrr Z . . .. .. .... 11111 t.s f OR l/c," x p 1/2' CB. RlM=AND &lMyM C0S==jS"I i APPROV ED I8*xi'4'x:J/4* PLYWOOD t SUMCr TO CORP.:,:;.. -1 ilo. NO x x x t AVROVALDmNOTAIJ"ORIZt0RAVKOW ANy 40;4 DOMM OR MVVM fROM ReQ u AMXAJUV WGULATIONS LAWSALNOP 00 ell C10M. SUMARDS ALIT"RNA"FIVE' PLYWOOD LY) 1 T N] 1) AT f f) XT PAS 1) 30 --S F ROOM By 4/12/49' LP 04/14/00 YW. 4 4 - 31W MAX TUBE HEIGHT K 8* SHORT TUBE 14' LONG TUBE Z' DIA 3/0' SID PIPE S 0 0 I IGHTEtl 3/Ib' PLATE To ISO CI.Amp SWL gS CONS"W WITH S" UVB Uk*A WOW tAMA, AM SWOW ZOW AS A"TAX*= M, VOMAMT *Xj*V WaW A 02CM W-4 MU 3/4' 711READED PLTE LEGS ROD TYP Or 4 UWATMAM. C0=Vl 3.0a.,. POOT" ARE 4, ALL PWINWISAUTOUNAWIM-By UNDMUM AL -901L 5 410ADZ JUUM AND NJ" IM 46' PLATE DEBT PM 10W WlW CWA=U VflTN,,L0C Cams", 9 5/8. x 1 114, XXT WITH NARDENEq WASHER` K91 SEISMIC PIER Not to' -Sc'Ck 1, e SH"CONPORIOTIDA"A361 -36 MINIMUIA. k. OWL W FAMICATO ��-TO AlICAJIVIVICATIONS ' C.P. SEI'SMIrC PIER #1 *V.0ftWIK=A0MWWT0AWllnCWATIQ* PATENT PENDING L, I . Aa m Am WL NOTE- TIL It DOLTS. .' $AK 00-A" A449 -A" A323 180 IN -POUNDS IS . EQUIVALENT To, 15 rt -POUNDS V. THASAVaDROlk. COW MAWN IAW CAVWN WUDA" ALL MBTALQi1Q1>rQN> 01CLUDM MAU & SC#A" WM AU TO 09 FROTEC" COATI" 6. . ns p=AmmmwAuwmaT:Ammmiusm"axoDAnowrm suEnAm wmuAms YAWtcl Olt APPROVED 19.L ALIM AN I DftL"UUV=AKDtAWW A"Y 06>IIVIED TUT040 ANO 0001SULT 2 - 3/8' x 11 BDL TS flavow (CM ra THo mumm to" FIELD DRILL HOLES OP T I ON OF 'IATOALA 170Q llic um 4 414 TEX STS COACH C b6 VOMCAlo', Ism" MAX 0COACH J DR $E AN 7. THIS -IFOMDAjM'jS F6R K.K= MA"ACIIMW WMMiQll iX*ML=U WM 14MMUMAL OR I/Vx2'x4' x CRMXXNn. ANGLE 3' WIDE PLATE C 4 2' .0. IN A"As wan jowruwaA.4 arrammT joxOc ) CAN culk. mANumcnaw t101t88 SK" riB BOLTS SLISMIC MADMM W10" .04 IV&" IM, OR W"W'.- IT 'WW- ADYARS"y AF"= U% USS Of THE. PIER WV"ACTMW WAUL 10. Tom $YSTE9 Ill ADA VrAlla T69tANVAR0 IKU41W MASON0 WIXK MAS, TYPICAL BEAM CONNECTIONS, I. n1l F101UMATM PAD SKOWN 00 THIS nM 19 A PIK"T CONMM F"DATION M To PLY WOOD Not .t O. Sca.ie MUK0ATWfA0-WAYKUSWAN.AVUMllL . . . ....... If so W DVCR$lzE faR C"""m Aft M AT A. DAYS AS'== VM M0W=X*W OY STAA=, W%"T CONCRZ= Nw THATTHS LOW 0091016MC01111'AD82 b. M.FFIBIIAWPADQR*RrAlwwimgwqtfos$gmis (AS WOW ON TO KAX� INSERT ra;L., WHIII2 FIUZ CO)MMM RSQUM PAD ROTATW NO &ME THAN IIAIX OF =4 PAN IN A 5/4, 1 V4, Its. Tl AV= UNI CAN 10 WTATO $0 WATTNR UM 04AVADGIN OF TIM PADS AU PARAUSL40 24' 4. imp &am =AM 1, S.&V CQ ROMA)= - QA 3". PRI' -IQs. �+-----36 112' rAQAQ gas NQVA 5/4. i 1 34 ft"" stNKc NOW 1. 2. I&AM" 1"TH M DGUM W= MAM 70 VW. 4v4-4*4 WVr-J r I S. LWM~V0fmy'TKW&AUOC�XAftT0llIVS*WMIT WTTOMMM 06 b, 10 mr oft wm�w�TVA 00A" a , PRECAST CONCRETE.. 4. IM TIkMA W=C0#aM IMLOW SAW RACINVa tATr= AS 050" ON TIN MMU W= W= I FOUNDATION PAD COO#= SCALE; V 1.5' S X* MY C0 CH S= OnlU nIAN AS SHOWN ON nN PLAN OR RUMM10 ABOVE, TO nU AND PAD LAYOUT S"" 29 UVM*10 MID APPROM BY DMAW AL T%W ASSOCUTIK 3/4' PLYWOOD SHEXIS SCREVED IU(jElHER WITIH 30`02*X3 4' 848 x 1 112' FHWS L. APACINO SRO" ON "IS ftO ARA FM MACHU W= 10 M AND 12 K" OR I WH PALM CORFAMOWISIAM1 PL. YVUf3D . 2. 1 ANYMM I I BEAN IS NOT TOCAN=WA MW THAN 6,0 rUTON EACH 9NDOJr LWrr Z . . .. .. .... 11111 t.s f OR l/c," x p 1/2' CB. RlM=AND &lMyM C0S==jS"I i APPROV ED I8*xi'4'x:J/4* PLYWOOD t SUMCr TO CORP.:,:;.. -1 ilo. NO x x x t AVROVALDmNOTAIJ"ORIZt0RAVKOW ANy 40;4 DOMM OR MVVM fROM ReQ u AMXAJUV WGULATIONS LAWSALNOP 00 ell C10M. SUMARDS ALIT"RNA"FIVE' PLYWOOD LY) 1 T N] 1) AT f f) XT PAS 1) 30 --S F ROOM By 4/12/49' LP 04/14/00 YW. Digs - 09/W97 so* As Shown 4,Job 95-36 PA I r MO. 0 *1'. JL SCAIL. E, 1.5' IRENMAl. OF VVE SUBMITTAL 30.$ of JI tomoU Cn u < U A Digs - 09/W97 so* As Shown 4,Job 95-36 PA I r MO. 0 *1'. JL SCAIL. E, 1.5' IRENMAl. OF VVE SUBMITTAL 30.$ of JI