Loading...
HomeMy WebLinkAbout047-100-107Ai �: 047-10-0-107 00-1007 BOYD, BRENT & RENEE_ � MERIDIAN RD., CfflCO CONT: SKYCREST ENTERPRISE MH ON PERM FDN ON NEW SITE 04/-100-107 APPLICATION -FOR DETERMINATION: Pauline Salyers -_ 11 Arbor Drive.; Chico �{ g 1 047-10-0-107 AG 124 BOYD, BRENT & RENEE �. 15085 MERIDIAN RD., CMCO AGRICULTURAL EXEMPT PERMT STORAGE EQUIPMENT & TRACTOR 1 4 —241 0 .... ,„ ., Jrt3� �.�y _ _ 6 1 t �� � r.. J�i 7, �yK _ � f f - �LL BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE — OROVILLE,;CALIFORNIA 95965 — TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT PERMIT NO. �y Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products.•This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO. 0 9 Y-7 ` OD_ i D ��11 ( i` ZONING /j 0 (� OWNER PJ��NT D PHONE NO. OWNE ' D SS j` 6 V r 0 �Y , LOC ON �UILDINA\ 91H 37r� USE OF BUILDING o'r 1 ' SIZE OF STRUCTURE X 3cq _ SOFT. TYPE OF CONSTRUCTION: WOOD FRAME —,)(— STEEL CONCRETE OTHER (Specify) TYPE OF I ING o c--- ` JkXyUJYkAA R F OVERINQ--___.� FLOOR TYP ESTIMAT T OA RUCTION AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows:/ FRONT /4A4"/ SIDES d ��'�"'��' REAR AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings'less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. AG Buildings must comply with Flood Zone requirements. Finish floor elevation must be at or above elevation USGS Datum. I declare under penalty of perjury that the building will be used as stated above and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. , 1 _ „ / Date 111/0 IIJU Signature of Owner Permit Fee - $60.00 The above described AG Building is exempt from a building permit. Receipt No. 3n a f f FLOOD PARCEL P.D,� ROOF}PdG ISSUE .�. 1 �/ Manager Building Divi By d Date 2z D White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant �' fin. .P.• -t sjF; �. -ori--•�-v�,,,.,q�,..K,.�.. _ y�.•.T.:�....r•.�iY�r ^......-. �1..:i'-..-.�.,�,..-. .�1'• at ��- ..,�... .. -',09UNNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PE"IT"PLICA TION DATA SHEET OWNER: 6 meo ASSESSOR PARCEL NUMBER: nLo 160in �- Proposed Building e: Building Inspector: 6A0 Date:a-v At time of permit applicati n, I was advfs d the following data must be.submitted prior to permit processing and/or issuance: Date Received By All iiems have been submitted -------------------------------------------------------------------------------------- 02. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ ❑ 3 . Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- ❑4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes!------------------ ❑6.-Energy Design Compliance and supporting documentation. ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ---- 118. --- ❑8. Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑ 9. Manufactured Home data and installation instructions including Tie Down Specifications ------------------- 0 10. Fees of $------------------------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule.------- 1112. ------ ❑12. California Department of Forestry plan approval/fees. ❑ 13. Flood elevation certificate. ------------------------------- ❑ 14. Sanitation and plot plan approval Health Department. ❑ 15. City of Chico plumbing permit. --------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ❑ 17. Planning approval for (A) Use: (B) Parking: ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- 020. Pre -inspection for required. Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ 13 22. Workers' Compensation carrier and policy number. ----------------------------------------------------------- ❑23. Owner -Builder Verification (Given to owner ❑, Mailed to owner EI) - -------------------------------------- ❑24. Letter of signature authorization. -------------------------------------------------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- ❑26. Letter of intent on building use. ----------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. ---------------------------- ----------------------------------------------- ❑ 28. Existing violations and/or expired permits. ---------------------------------------------------------------------- ❑29. ❑433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to HrC.D $--------------- 030. -------------- ❑30. Other: Whenyou issue the permit, process as follows to owner, ❑Mail to contractor. (Date) ❑ Telephone and hold for pickup at offVe. ❑ Deliver with in ector. Applicants Date: qh Copy of Haz-Mat form sent ❑ Health Department ❑ Fire Department, El It ut on Date: By: / Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data,by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: ' Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Velln-w (nnv - npnnrtment nOTIPVPL-TY _+ Q.-;- ID ... IA.*-- Tl:..:..:,._ Department C o u n t y J. Michael Crump, Director Warner C. Phillips, s xrl Cant Director I Wrkt LAND DEVELOPMENT DIVISION 7 County Center Drive Oroville, CA 95965 (530) 538-7266 (FAX) 538-7683 June 27, 2000 i f Brent L. & Renee Boyd P.O. Box 1843 Chico, CA 95927-1843 ' Re: Notice of Compliance, AP 047-100-107 Dear Mr. & Mrs. Boyd: ` Enclosed please find the Certificate of Compliance that was issued by the Butte County Development Review Committee and recorded on June 13, 2000, under Serial Number 2000-0021652, in the office of the Butte County Recorder. If you have any questions concerning this matter, please contact this office at (530) 538-7266, Monday throughlFriday, 8:00 a.m. to 4:00 p.m. i Sincerely, - t(A-111 L Stuart Edell { Manager, Land Development Division SE/kp i Enclosure cc: Environmental Health Department /Building Department Planning Division, ATTN: Larry Chico Building Systems, 13468 Highway 99, Chico, CA 95926 I AFTER RECORDING RETURN TO: Butte County Public Works Dept. LAND DEVELOPMENT DMSION 7 County Center Drive Oroville, CA 95965 NOTICE OF COMPLIANCE Assessor's Parcel Number: 047-100-107 2000-002 1 652 Recorded Official Records CoMEf CANDACE J. 6RUBBS Recorder ROSEMARY DICKSON Assistant 09:01AM 13 -Jun -2000 REC FEE 10.00 CONFORM .00 Fay Page 1 of 2 This Notice of Compliance is hereby issued by the County of Butte to certify that the condition(s) imposed on the Certificate of Compliance, recorded on September 8, 1993, under Butte County Serial Number 93-038752, have been fulfilled to the satisfaction of the Development Review Committee on property identified as: Issued to: Brent L. and L. Renee Boyd P:O. Box 1843, Chico, CA 95927-1843 Property Location: 2100 feet west of Meridian Road, approximately 1400 feet north from its intersection with Will T. Road. North Chico area. Description: All that certain property located in the County of Butte, State of California, more particularly described in attached EXHIBIT "A". This certificate relates only to issues of compliance or noncompliance with the Subdivision Map Act and local ordinances enacted pursuant thereto.. The parcel described herein may be sold, leased, or financed without further compliance with the Subdivision Map Act or any local ordinance enacted pursuant thereto. Development of the parcel may require issuance of a permit or permits, or other grant or grants of approval. Issuance of this Notice of Compliance is pursuant to the Butte -County Code Chapter 20-167. f State of California, County of Butte, on June 9. 2000 , before me, Anne Belser, Notary Public, personally appeared, Stuart Edell personally known to me to be the person whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his authorized capacity, and that by his signature on the instrument the person, or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. ANNE BELSER, NOTARY PUBLIC MINE BELSER Aem Commission # 1241742 6V"7 440ffin Notary Pt VIC - Cofforrio Sufte County Mycamrn., s iresNov13,2000r County of Butte Development Review Committee CHAIRMAN NOTICE OF COMPLIANCE - Page 2 L. Renee Boyd AP 047-100-107 "EXHIBIT "A" All that certain property situate in the County of Butte, State of California, described as follows: The West half of the West half' of the South half of the North half of the Northeast quarter of Section 13, Township 23 North, Range 1 West, M. D. B & M. TOGETHER WITH rights-of-way of record recorded in Book 1766 of Butte County Official Records at Page 537 and under Recorder's Serial Number 93-034155. L NOTES i , RESIDENTIAL 047-10-0-107 00-1007 PERMIT NO BOYD, BRENT & RENEE PRIVATE RD. BETWEEN "WILL T" & JAKE" OFF MERIDIAN RD., CHICO CONT: SKYCREST ENTERPRISE MH ON PERM FDN ON NEW SITE 5 ©9�;- mk/ dam, THE HCD FORM 433A FOR THIS MH CANNOT BE RECORDED UNTIL ONE OF THE FOLLOWING HAVE BEEN TURNED IN TO THE BLDG DIV: (1) LICENSE PLATE(S) or DECAL(THE INSPECTOR MUST RETRIEVE) (2) STATEMENT OF FACTS(ONLY ON NEW MH'$) CHECKED BY FLOOD CERTIFICATE REQ. _ FIRE SPRINKLERS REQ. _ SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPY Address_ V �� GAS' /%� Meter By v 1"' Date ELECTRIC ///� 111 atS Meter By V v � D'' JOB FINALED (Date Signature I ob- / = ,OK - 0 = Not OK - = Not Applicable MOBILE HOMES • = Not Ready Date MOBILE HOME UTILITIES (Plans) OK except Ws 2. 1. Zoning Requirements -Setbacks -Easements 3. 2. Soils; Special MH Support Sketch 4. t 3. Sewer; Location -Test -Fall -C/O -Concrete 5. 4. Water; Location -Test -Easement Needed (Sketch) 6. 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 7. 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ /'LPG 8. 7. Well Clearance & Discorinect 9. 8. Utility Clearance 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except N's Elec.; Enclosures; Conduit Entries -Terminals -Listed 1. Zoning Requirements -Setbacks -Easements 7. 2. F gs; Size -Spacing -Marriage Line O r� yyy MH Test -Demand -Valve -Connector Electricity; MH Test -Crossovers -Breakers -Clearances Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 5. Drain; MH Test -Fall -Flex Connector 9. 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval Plumb.; Cir. Test -Water Supply Test 8! Gas and Electricity Tagged 11. sr. 112 Downs -Type -Installation Cert. 1 Exits; Insp.-Sketch 11.' Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Date Card B-1_ Date Card B-1 Date Card B-1 Date Card B-1 14 ' C (-�-Iayl (9_mc� MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except k'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. t Wood Awn.; Posts- Bea ms- Rftrs.-Co nnectors 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 DI i Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except tt's 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability v 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 t Date Card B-1 Date Card B-1 DI i V = OK 0 = Not OK - = Not Applicable RESIDENTIAL (: = Not Ready ZZ Date Unclerfl tans) OK except #'s 1. Zo - -Setbacks-Easements-Flood-Slope tg., Mai Elec. Grnd.-/ r Fig. Depth 3. Garage; Soils-Steel-Elec. Grnd.-/ r Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ r Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped r jingle & Duplex) Date 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 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection Date 55. Card B-1 Date Card B-1 Date 56. Card B-1 Date Card B-1 bate 57. PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18, Water Pipe; Test & Anchor -Nail Protection Shear Walls; Nailing -Bolts 19. D.W.V.; Test Fittings & Anchor -Nail Protection Brace Interior/Exterior Wall Panels 20. Shower Pan; Test, First Floor -Tub Access Insulation -Walls -Ceilings 21. Test Tub & Shower, Second Floor -Tub Access Infiltration -Walls -Windows 22. Gas Pipe; Sixe & Anchors Date Date Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Ext. Steps -Door & Sidelight Protection -Landings 23. Fixture & Transformer Clearance -Ins. Protection Smoke Detector 24. Elec. Receptacles Spacing -Lights & Switches at Doors Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 25. Size Boxes & No. of Conductors Stapled Bedroom Exiting 26. Romex Installed Close to Edge of Studs & C.J. G.F.I. & Bath Fixtures & Tub Access -Spa 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Elec. Trim & Subpanel, Breaker Sizes & Labels 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI Stairs & Rails 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI Fireplace or Stove, Clearance -Hearth 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or Al Insulated Neutral ❑ Yes O No Elec. Outlets at Wood Panel, Int. & Ext. 31. Service -Riser Conductors & Ground Main Disconnect Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 32. Equip. Clearances Panels-Motors-Mech. Equip. Elec. Outlets & Receptacles at Kit. Counter 33. Clothes Closet Light -Shower Light -Spa Light Garage Fire Door; Swing -Landing -Closure 34. Smoke Detector A.C. Duct in Garage -Damper 76. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Insulation -Foam -Looked in Attic 35. A.C. Ducts Insulation & Support Guard Rails & Deck Construction -Post Caps 36. Vent Fan, Exhaust above insulation Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth 37. Condensate Drain & Overflow, Size & Grade Clearance Looked under Floor ❑ Yes 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet Following Instld./Drive J Yes J NoMalks :1 Yes J No/Planters J Yes J No 39. Attic Access & Platform if Furnace in Attic Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Ventilation Throughout House 40. Sits Proper Materials & Anchors Glass Protection 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound Corrections from Previous Inspections 42. Bearing Walls over Girders & Floor Nailing Gas Test -Meters Tagged, Gas -Electric 43. Draft Stop in Walls (rat proof) Water & Sewer Connected -C/O to Grade -HD Approval 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs Energy Compliance Certificate -Other Certificates 45. Headers & Beams -Size & Bearing r jingle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rffr. 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 T -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 NoMalks :1 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: i COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING D ISION 7 County Center Drive • Oroville, Galifornia 95965 • Telephone (530) 538- 41 PE (Rev.12/96) ' APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 047-10-0-107 ZONING BUIL6ING PERMIT DWNEARENT & RENEE BOYD 345.2037 SO. FT. OCC. BUILDING VALUATION DWNET•n�l. B�ES1843, CHICO, CA 95927 1716 99.664,00 CONTRACTORS NAME SKYCREST ENTERPRISES TELEPHONE 342-2694 cDM3�8 IHWY ��99, CHICO 95973 CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. —Fifling Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS �' Energy Plan Checking Fee $ 93 00 MERIDIAN RD., CHICO $ PERMIT FEE $ LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 1 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: MH ON PERM FDN ON NEW SITE Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 60.00 PERMIT FEE $ 80,00 ELECTRICAL PERMIT Fling Fee 20.00 110.0,V OR LESS Main Service . ,OR LESS 23.00 23.0 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is_n full force and effect. (} License Class C L-1-1 Lic. No. o -L—` lj 91/ o�, 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 100-A 46.00NEW CONST. DWELUNG OCCUP. OR AD NS. ( & ACC. BUDS. sa 3.5QFT. NOµHEOSID_ MULTI.OUTLET CIRCUITS @7,50 POWER APPARATUS a SINGLE OurLEr CIR. Ex. Occup. OUTLET OR FDRUREs BAL @':50 Ex. Occup. O.Aes ORS 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 20.00 Misc. Wirina 23.00 PERMIT FEE $ 63.00 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 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' co p ns 'on insurance arner and policy number are: Carrier C- r—u tiff 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 f ith comply with those provisions. r r P ��� X D t J Signat of Applicant - ❑ Owner ❑ Contractor Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL EE $ 8.7 HAZ. ,� MP D FEES nm D P ' HD SUE This permit is h y issued under of the Butte County Code and/or indicated above for which fees have Byate PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. 2 D akt.) Receipt No. 294447 $83.00 294930/$404.75 I WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT TO: Building Department _ FROM:. Environmental Health SUBJECT: Sanitation Clearance E.M. USE ONLY Plot Plan AttachedCJ Floor Plan Attaeh d e Sant to B.O. / dgyo/ /iJ,e,.,"dc� 47-166-107 Owner Location AP# Plan Approved for: Sewage Disposal X Water Supply: Public Private Well X Clearance for Wig: Other .3 A,4-177 /fIl-J Hold final for: Final clearance O.K. for: (VOTE: C , � JY' / Sys: Environmental Health Specialist Date 8/96 ..�„�►f:J'�.'�i'j"'�-;C� w�T�'#"�4ts�'�'1i`"'ir''+'�e'FIM�'"^�`4�.+� ,� ..+w y.. �i�'.►�*:L7�'.'14'�+. .t'ir, in°�y 3' � � � - y r,. . COUNTY OF BUTTE - DEPARTMENT OF DLdMENT SERVICES - BUIL NG DIVISION 7 COUNTY CENTER DRIVE - OROVILL' IFORNIA 95965 -TELEPHONE (53 538-7541 PERMIT APPLICATION DATA SHEET OWNER: A ASSESSOR PARCEL ER: / 0 0 /0� Proposed Building U e: "' Building Inspector: At time of permit appticatio , I was advised the following data must be submitted prior to permit processing and/or issuance: `" Date Received By 111. All iiems have been submitted .------------------------ ------------------------------------------------------------ OvPlot plans, 3/4 sets, signed by the preparer of plans. ---------------------------------------- °---'--------------- ❑3. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- `i ! 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! ------------------ 0 6. ----------------- ❑6. Energy Design Compliance and supporting documentation. ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ---- ❑ . Hazardous Material Fonm. --------------------------------------------------- Manufactured Home data and installation instructions including Tie Down Specifications.------------------ Feesof $ ------------------------------------------------------------------------------------- Impact fees as shown on the attached schedule. ----------- -- eCalifornia Department of Forestry plan approval/fees. --------------------------------------------------- ! ❑ Flood elevation certificate. -------------------------------- - - --- -- --- ----------------------------- / Sanitation and plot plan approval C rj�Cyli lth Departmentt� . 1�' ❑ 1S. City of Chico plumbing permit - ----------------------------------------------------------------------------------- """"��� ❑ 16. Plot plan and business license approval fro the City of Biggs.-----------------------------=`--'------------- fla 7/.Planning approval for (A) Use: ��- (B) Parking: -------------------------- "- ------------------------- 6-7� Phi 1 "- C- • 2.6,00 �- 00 Z Contact Land Development about M provements, ❑ DrainageSILegal Parcel. ----------------------- Pa ---------------------- ri4 ncroachment Permit for drivewa construction approval prior to anc .---------------------------- �5 - oC Y ( PP P P Y) TSS _ Pre -inspection forrequired. Request to Building Inspector on 0 (Date) ❑21. ontractor's license information. (Number, Name Style, Classification). ------------------------------------ El 22. -----------------------------------❑22. Workers' Compensation carrier and policy number. --------------------- 1:123. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). ❑ tter of signature authorization. ------------------------------ Recorded copy of Agricultural Acknowledgment Statement. ❑ '6. tter of intent on building use. -------------------------------- ❑. Manuf ZE 1, l9.. 433 030. Other: -/ -oa b4 you issue the. t1 process a oflows El Mail to owner, ❑Mail co actor. Telephone t v- d4 / and hold for pickup at office. ❑ Deliver with inspector. AA-) afad &- - r /deed' dc� 1 nd ex rad- �ny 910",- -f p Cpi'! FI'1l r' • APPlican . Copy of Haz-M t form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Copy of plans sent ❑ Health Department, ❑ Fire Department ❑ O er: 1. Index permit application for the above items numbered: —_ IX, } 17VV v S —�1-60 i. Date: By: Date: BV: i ❑ Plau Check List 2. Additional items required: ` ' x F Contractor, designer, owner, was advised of the Wbove required data ❑ phone, ❑ ail, ❑ Building Divis on counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was aclvised of the above r aired data by ❑ phone, ❑ mail, ❑ Buildin Divrsro t by Date: Plans reviewed by: Date: �')%'QO Plans approved by: Date: ) Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. " Y,V/ COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER PROPOSED BU LDING USE 1. BUILDING PERMIT FEES -- Balance Due ................ $ c -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ ' -- Revised Plan Checking Fee ....... $ r2..SCHOOL DISTRICT FEES aid at District Office) V3,. HERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $ Units Commercial (sq.ft.)... x $0.03 = $ Sq. Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x - = $ #Units Amt. Commercial (sq.ft.) .. x =$ Sq.Ft. . Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $51 0 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK 9.00 (paid at Building Division) 8.. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A. P. #,I DATE RECEIPT # DATE REC _4�*d e-7' At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. Ir DATE � —00 Pursuant to Government Code Section 66020, you are hereby notified -than items 2,3;4;5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) � .," ,�.-�.;y lam: <1: f^"�-... ' " .^+ -• V �' - _ ,.. � x.:•r'a-- t .•,'.r.'ik�_`Si�Y's*" c' "'P'".,9, t BUTTE. COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM b 1 4•.. (One form per Building) School District A.P. wNumber M; Jurisdiction: City Property Owner . Property, ��ocation/Ac Building Department No. County N Subdivision LotA��o�i�/J) Residential Development No of Living ` Units Co'mmerciaVI ndustrial 0 New 1��• !.I Department ................................................ .................................................................. I I / �, r Sq. Footage / / \y Mo�ileJiome Addition/ *Supplemental to (Group R) Installation Conversion Permit # �• '(No foundation inspection): .................................................................................................................. Sq. Footage (Including Exterior Roofed Areas) Date Irioor mans reviewea oy acnooi u,strict rersonneo _ .- District Identification No. to 1 1 ,� ,1' �,/t/c-�1•�J School District certifies that r_ ;. ✓rJw 5*6o .. i (Applicant)/,34V 179 6931 (S,tr et`Address) (Phone Number)'/ o. (City) (State) (Zip Code) 2 �i has complied with the requirements of Resolution No. �O • by payment of $ representing / square feet. AB 2926 $ FULL MITIGATION $ 10 School District Representative i t, ;. �r Date Paid by Check rr i Remarks: r 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'"' r7 you from challenging the imposition of the fees in any court action. `, `; 4 d�� ` /'— i~ If, subsequent to the School District Representative signing this Butte County `Scho ld'lmpact/Fee�Cer�tificgktion Form,•'the Schopwistrict is'4 .)yam sKa, -m notified by the applicable Local Planning Agency that this project is being reviewed under the Galifomia EnvirorimentaF QualityAAct'ICEQAY, this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. r 's White (applicant), Yellow (building department), Pink (school district) �feeff" rm.xls 110/981dmm I, APPLICANT: PERMIT #: A. P. #: WORK DESCRIPTION: DATE l Lo 00 PIM —ECT PROCESSING "CORD , � E Gi r4-eA fit. � S 4�y- M- . pirilu 41 QA Dr?)Um --- baf-a- ��� I �6~ BRE�r 60�b� 15085 MEi�rD,gw1 ROAN ' CN,c�c, C.P., x5973. AQP 00- sae-io-7 .SCALA Z0 30Vd SW3ISAS 9QlS OOIHO VL16Zb£0£S LZ:ZZ 000Z'/dV§0 M 8 5 ss�T,-_,p. NGW 26'x!' Ewsr�-/y MA u�peruR.� 20'x, ?,G, Ah H�mr �`---- — - I (�RoPOsc� O ® )00, 7 3 w D ALL STRUCTURES AND EQUIPMENT INCLUDING OVERHANGS SHALL BE CLEAR OF ALL EASEMENTS. A SET_ BACK OF 30 FT. FROM THE SIDE AND ?0 FT FROM TYE RFJ.R PROPERTY LINES AND REVIEWED BY S �7. FROM 1'HE ROAD CENTERLINE SHALL BE BUTTE CO. FIRE DEPT. CLEAR OF STRUCTURES AND EQUIPMENT EXCEPT CALIF. DEPT. of FORESTRY FOR A 2 FT. SAVE OVERHANG. [1 approved as submitted [ approved with conditions per attachsh. et. / na+ ire BRE�T 80�� i (2H)CO, CA, 95973 NP# 0147- )00-/07 SCALe j,.=ioo' f u :t lA 1� I , 06/20/2000 11:27 5303429174 CHICO BLDG SYSTEMS PAGE 01 Chico Buildin FAX Phone: Fax phone: CC: 13468 Highway 99 Chico, CA 95973-9479 -00 Number of pages lnduding cover sheet:_ From: Phone: (530) 342-2694 Fax phone: 530) 342-9174 REK"KS: ❑ Urgent ❑ For your review ❑ Reply ASAP ❑ Please comment Y� CHIC•O ENV. i(E.aLTEi. 17 APPROVED ❑ CONDITIONALLY APPROVED PERMIT CLEARANCE sly/ Q--dESOLVE PROBLEMS PRIOR TO APPROVAL Permit x: 1, { Date: Genera/Information Owners Name: QV /J Parcel Acreage: Owners Address: Building Site Address:. EwertYlnformation Permit Type: ❑ Agriculture Building ❑ Commercial ❑ Industrial [?/Mobile Home O/S FD ❑ Residential Accessory ❑ 2nd Dwelling ❑ Multi -Family >2 units per parcel M Septic ❑ Well ❑ Other Zone District: A-10 Side Date of Zoning Ordinance: �5 General Plan: AQ ---- Development Agreement: Rear Use Permit: Variance: Parcel Is In: Land Conservation Agreement No ❑ Yes, check use Minimum Acreage: Nitrate Action Plan ® No ❑ Yes Violation Area No ❑ Yes Specific Plan ® No ❑ Yes ❑ Chico ❑ D2N ❑ Cohasset , Enterprise Zone ® No ❑ Yes, check use I Floodplain p No ❑ Yes Zone: i .J Panel Number: Watershed Protection Zone No Yes ❑ Proposed Use Complies With:Off General Plan Zoning Proposed Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit Commercial/Industrial/Multi-Family Us Parking: ❑ Parking Requirements are OK as Shown ❑ Other Landscaping: ❑ Landscaping Requirements are OK as Shown ❑ Cther Road and Drainage Improvements Required: ❑ No ❑ Yes Applicable Setbacks: ❑ Accessory Building Use Zonis Code Street & Hi hwa s Fire Prevention Subdivision Ma Front -Sc) Side 0 �5 Side street ---- Rear lHeioht J Environmental Health Issues Septic Permit Review: Agriculture Affidavit Required ❑ No ❑ Yes Well Permit Review: Designated Well Site ❑ No ❑ Yes Land Development Review: Drainage Plan (Com/Ind/Multi) ❑ No ❑ Yes Parcel Created bye Deeds Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed Reference: Legal Access Required: ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation: ❑ No ❑ Yes Comments: CCo C� g 3- D3 8--? S2 ❑ Map Date of Recording: Lot: Block: Book: Page: Conditions That Must be Met Prior to Issuance of Permit: ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Creation Deed ❑ Comply with condition no. of conditions of approval for the ❑ Obtain a Certificate of Compliance (See Planning Division for application). ❑ Construction across property lines is not permitted (See Land Development for a Merger Application/Lot Line Adjustment). ❑ Comply with Old Subdivision Lot Ordinance (Maps Recorded Prior to Book 17 of Maps Page 23). ❑ Construct road to ❑ Meet parcel size required by zone ❑ Meet current EHD requirements. ❑ Other General Comments: LSM/�G y.✓/% /T 7 /J'�S CDS A'%�%�/LU(// fes '`7 � Goat/%/•�!. �_%� L" /o '—✓ TRK Tip ice, o; = 14- //,,TI6e! aT= C ��;��✓ AIC 1N3NO13A30 ONVI 3JJPS 30 UNf100 000Z g 1 AN a31U3032! ENVIROWMALNEAUTN 73-03+ 8 l,5G 1 Totel • 00' R DECO 8 IM I Recorded I 4WC0,CALW0RNIA Official Reaorde I County of Butte I RETURN TO: Candace J. Grubbs 1 Development Services Department Recorder 1 1 COMB XX 1 Land Development Division 9s53sm 8 -Sep -93 CERTIFICATE OF COMPLIANCE Issued to: Pauline Salyers 11 Arbor Drive Chico, CA 95926 This Certificate of Compliance is hereby issued by the County of Butte to certify that the land division which created the parcel of property identified below complii s with the applicable provisions of the Subdivision Map Act and of Chapter 20 of the Butte County Code. 1. Property location: 2100 ft. west of Meridian Road, approx. 1400 ft. north from its intersection with Will T Road. North Chico area. 2. Assessor's Parcel Number: 47-10-107 Description: All that certain property located in the County of Butte, State of California, more particularly described as follows:, The West half of the West half of the South half of the North half of Northeast quarter of Section 13 in Township 23 north, Range 1 West, Mount Diablo Base and Meridian. TOGETHER WITH rights-of-way of record recorded in Book 1766 of Butte County Official Records at Page 537 and under Recorder's Serial Number 93-34155. Issuance of this Certificate is conditional upon the following conditions which have been imposed pursuant to the Butte County code Chapter 20-167 and Government Code, Section 66499.35 (b), to protect the public health and public safety: 1. Provide two-way traversable access to the parcel from a publicly maintaiAed road. County of Butte Development Services Committee P.A /1�C- f END 16F DOCUM13NT L0 39Vd SW3ISAS MIS 09IH0 OLt6Zb£0£S bS:vL 000Z/£Z/90 Pauline Salyers 11 Arbor Drive Chico, CA 95926. Dear Ms. Salyers: �1►^•� s R � S�� 5f q3 na � k. utteCounAf LAND DEVELOPMENT DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: 19161 538-7266 FAX: 19161 538-2140 COJANry 8(J1LI)jpr�r0,F AVG ;',,&U '7rre August 10, 1993 1993 RE: AP 47-10-107 Application for Determination At the regular meeting of the Butte County Development Review Committee held on August 9, 1993, the committee granted �a conditional Certificate of Compliance for the above -referenced property. The conditions are: 1. Verify legal access to the parcel from a publicly maintained road. 2. Provide two-way traversable access to the parcel from a publicly maintained road. There is a fifteen -day appeal period before this certificate can be recorded unless you sign and return the enclosed waiver waiving your right to appeal the committee's decision. Should you have any questions. regarding this matter, please contact this office at 538-7266. SE/ds cc Planning Division Environmental Health Dept. �.Building Division I Very truly yours, Stuart Edell Manager Land Development Division Sent 8y: BUTTE CO ENVIRONMENTALHEALTH; 530 895 6512;- Jun=7=00 7:36AM; Page 1/1 ENV. HEAL141 +APPROVED ❑ CONDITIONALLY APPROVED W*E50LVE PROB�MS PR10R TO APPROVAL .i:JtfQli(i , ....T CM permit a: coo � --1 cep 7 ,�►- • L� � V Genera/I� nnaGion Gate: 7 (:oanry Unmet unn. _T �j Q:?rnViUe`.CA . `I i APV: Owners Name: 0 %J (V /L.�IJI J �� r Oared Acreage. Owners AOdress Environmental He i,,i i Budding Site Address: / f}• i(J �� MAV 1 t n...... yrover[><•1nlbrni�on zonim co de StrM Hi hw Prevention Chico, Chi egaWt Tvpe: ❑ re 6Y kft :❑ Canmercial ❑ Industrial Moble HomeSFD ❑ Residential Accessory ❑ 2nd Dwe&V ❑ Muld-Family >2 unib per parcel 8: Pft ❑ wen ❑ 0aw Zone District: " 1 O Date of Zoning Ordinance: General Plan: A ---7 Development Agreement: Use Permit: Variance: Parcel Is In: Land Conservation Agreement M NO ❑ Yes. check use Minimum Acreage: Nitrdt6 AQiarl Plan NO ❑ Yes Violation Area NO C3 Yes Spectre—] Spectre Plan ® NO ❑ Chico ❑ 02M ❑ Cohasset Enterprise Zone ®� ❑Yes, check use r Floodplain No ❑ Yes 1 Zone: Panel Number. watershed Protection Zone M No ❑ Yes Proposed Use Complies WithyGeneral Plan Zoning Proposed Use Reaulm.- L� Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑Accessory Building use CommgrgiaVlegU$triailMulb-Family. leas. Parking: ❑ Panting Requirements are OK as Shown ❑ Other Landscaping: ❑ :wd=;.ng Requirernents are OK 85 Shown ❑ Cuter Road and Drainage Improvements Required: ❑ No El Yes A�pl�cabfe Set_Ha_�sc_<: " zonim co de StrM Hi hw Prevention tvi9ion `a-9 Subd Front S -de 5;de street Rear RECEIVED MAY 16 2000 COUNTY OF BUTTE LAND DEVELOPMENT ply. lot •Sluawannba, OH3 IuaJun Mw ❑ aum AQ ptu!nbau MIS P3*0 laaW ❑ of pm lx►rlsu(3 �] .(EZ a0ed SdeW !0 LT X008 Ol joud PaFimaH sWW) axleupip lol u*WWS 010 4vm AOXOD 0 'WaLawft aun x Uuooe3iwv j*jaW.e xij luawdolanap pM wS) Dam uuad lou s! sous ti.+adard nwe uoax 4am ❑ -(uoge3ldde jot uolsNlo 6tryuueld an) mend ueg3 ro ale3YwaJ a ulmo ❑ a►p iN Irnoiddl► }0 suoMuoo /0 Qu uomm kaw mkuc} ❑ dWWI (a MW law IQ MEW IMIL 5MMOM3 :abed :toog !)Poe 701 :0ulDmoab )o aleo dew ❑ --Cls 1-g E40 — _ :sawww03 :uopeary PM n3 qUePLW6 MUM3 #**A WOJA03 :PM Pau.Mu!eW APM uO lamed : 4MM Pao • d saA p ONO (arvwlr+uo)) am a6ftom Wa udowao pun s3A ❑ oN .,❑ aq!s IWM Poleu6ma0 !ea11 VWJDd llaM SaA`❑ ON ❑ ..... Pall iP1ePiiiy �+ainab !!mad 3.00n SBA 0 ON - MMM PWV 'SSA D ON 0 SPA ❑ ON p :Pa+M�2tr WA ❑ ON ssmv fWWW t/l e6ed !nVS£:L 00-1-unr -` ns9 969 O£S `• HSlV3HIVIN3INNOHXAN3 00 3.11nS :A13 jueS P-Il�SPC�TI01®T REPORT 1&0 RI r Z77V CONTRACTOR: PRE-INSPETION FOR: DATE TO INSPECTOR DATE:_,- A.P. #- .(n Z4 BUILDING INSPEC'TOR'S REPORT Building Description: Commercial/Usage: Residential/# of Units: Currently Occupied AbandonedNacant Electric: Gas: Yes No Electric currently On Off Condition of Electric 1Vatural Propane None Obvious Problems: Currently On Off Sanitation: Plumbing Working Well Working Potable Water Obvious SewageProblems Comments: i RECOMMENDED: Inspector: zvmids -&Uc� Date Sketch buildings on reverse and indicate location on property. t APPLIED, TESTING CONSULTANTS -MATERIALS ENGINEERING TESTING AND INSPECTION' May 31, 2000 RECEIVED County of Butte Building Division JUN - 8 2000 7 County Center Drive , Oroville, CA 95965 _ . BUTTE COUNTY BUILDING DIVISION Attn: Gentlemen We have completed a site investigation for expansive soils on the building pad for the Ro Residence in Chico, CA. The site is identified on the plans prepared by your office as AN N 047-100=l_QT The test result was an EI = 30. The UBC classifies this soil as having a "Low" potential for expansion. The Butte County Building Department requires recommendations for mitigating the'effects of soil expansion if the EI exceeds 20 — e are'forwardingahese results -to -the engineer ofre—cord-for-consideration- in- the -foundation.design Applied Testing Consultants is not the foundation design engineer for this project. Designs, for, consolidation, differential settlement and bearing ori fill materials are by " others. Applied. Testing Consultants does not represent that these "test results' 'and/or recommendations are suitable whether or not modified, for any other site or. structure on this site than the one for which they were specifically prepared. Applied Testing . Consultants disclaims responsibility for these test results and/or recommendations if they are used whole or in part at any other site or structure on this site. Thank you for the opportunity to be of .service. Please contact us at the address and number above if you have any questions. Si %0F 0; V_ ,Charles J.,Rob_erts„PE 3060 Thorntree Drive, Ste. 10 • Chico, CA 95973 •• Telephone: (530) 891-6625 Facsimile: (530) 891-4243 t All a Expansion Index Test Client: Chico Building Systems Project: Boyd Residence - E. I. Contact: Donn Dooley Soil description: Brown Clayey Silt w/ Small Gravel Sample location: Building Pad Sample taken by: ATC Depth of sample: -� Moisture determination Gross wet wt: 334.1 Gross dry wt: 307.8 Pan wt: 84.9 Net dry wt: 222.9 Moisture Loss: 26.3 Moisture content: Density determination Wt of scil & ring: 578.1 Tare of ring: 200.1 Net compacted soil wt: 378.0 'Dry Density, pcf: 102.5 Saturation determination Volume of solids: 0.608 Volume of water: 0.194 Volume of air: 0.199 Degree of saturation: 49.4% Gross final wet wt: 416.3 Gross final dry wt: 332.2 I Final moisture loss: . 84.1 Final net dry t:I 247.3 Final moisture content: 34.0% This test was performed per Reviewed by: TM D-4829-88 Star 5/29/00 Date: 26 -May -00 Tech: B. Carter Time I Reading Expansion Index: 30 3060 Thorntree Drive, Ste. 10 - Chico, CA 95973 • Telephone: (530) 891-6625 - Facsimile: (530)891-4243 IZILAKI 6#6e4_- r-l(,C- JUN -05-00 09:53 AM HTC—APPLIED. I ,1: mr APPLIED TESTING CONSULTANTS Expansion Index Test Client: Chico Building Systems Proiaot: Boyd Residence - E.I. Contort: Donn Dooley ' Soil description: Brown Clayey Silt wl Small Gravel sample location, Building Pad Sample taken by: ATC Depth or sample: - I Moisture determination Gross wait 334.1 Gross dry wt: 307.8 Pen wt: 84.9 Net dry wt: 222.9 Molsture loss: 2e.3 Moisture content: 11.8% Density determination VVt of soil 8 ring: 578.1 Tare of ring: 200.1 Net compacted soil wt: 378.0 Dry Density, pot: 102.5 Saturation determination Volume of solids: 0.808 Volume or water: 0.194 = Volume o1 a'u: 0.199 Degree of saturation: 49.4% Gross final wet wt.134.01%1- This Gross final dry wt: Final moisture loss: Final net dry wt Final moisture content test was perfc Reviewed by: Sia 529100 Date: 26 -May -00 Tech: B. Carler Expansion Index: 30 3060 Thorntree Orive, Ste. 10 1 Chico, CA 95973 = Telephone: (530) 691.6625 • Facsimile: (530) 891.4243 PLAN REVISION Please complete the following information in order to process your submittal. If this form is not complete, correct and legible. it may cause a delay in processing. Owner's Name: Received BQW2� Date: �7_ d '0 —'/D07 Time•A P #:— Permit #: ContactPhoneNumber: Purpose of submittal: ❑ Permit Application Data Item ❑ Engineering ❑ Plan Revision ❑ Requested by Building Inspector or CorrectionNotirP - Tncnector's Name: OTS equested By Plan's Examiner -Examiner's Name: ❑ Other: If you are revising a plan which has already been issued, submit two(2) drawings reflecting the revisions for plan review. If engineering is involved in this revision, the engineer must put his requirements on these drawings and stamp and sign the drawings. Include two (2) sets of wet signed engineering. Revised drawings must cleu1 ow When Approved, Process as Follows: ❑ Mail to Owner at this address: ❑ Mail to Contractor at this address: ❑ Call and hold for pickup at the ❑ Chico Office ❑ Oroville Office ❑ Deliver with next inspection. Revised Plan Check Fee: ❑ $46.00 Receipt #: Additional Fees Not Required Additional fees may be due based upon complexity and time invo ved to process this submittal. Additional Fees: Receipt #: PLAN REVISION Please complete the following information in order.to process your submittal. If this form is not complete, correct and legible. it may cause a delay in processing. Owner's Name: Received By: Date: S A.P. #: V I �` o U Permit #:� — 100- ! Time: �f ContactPhoneNumber: Purpose of submittal: ❑ Permit Application Data Item rdwaza. Z__/7 ❑ Engineering ne ❑ Plan Revision U� ❑ Requested by Building Inspector or Correction Notice - Inspectors ame: By Plan's Examiner -Examiner's Name: ❑ Other: If you are revising a plan which has already been issued, submit two(2) drawings reflecting the revisions for plan review. If engineering is involved in this revision, the engineer must put his requirements on these drawings and stamp and sign the drawings. Include two (2) sets of wet signed engineering. Revised drawings must clearly show When Approved, Process as Follows: ❑ Mail to Owner at this address: ❑ Mail to Contractor at this address: ❑ Call ❑ Deliver with next inspection. and hold for pickup at the ❑ Chico Office ❑ Oroville Office Revised Plan Check Fee: ❑ $46.00 Receipt #• ditional Fees Not Required Additional fees may be due based upon complexity and time involved to process this submittal. Additional Fees: _ Receipt $: AND WHEN RECORDED MAIL TO: ti BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 COPY of Document Recorded 16 -Jun -2000 2000-0022446 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. 'The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of;this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: "SEE ATTACHED" Date ��' / % —o o PROPERTY OWNERS: 'l i I 4� State of California County of 6(4-e i On S - -7 — 0 0 L. Renee Boyd before me, i .`r d i personally appeared personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in histher/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. ;j WITNESS my hand Icial seal. 4 , is css �rs.f a .ems cac�Aua�s. <y ., DENISE M. PRICE Signature �e', Seal: �`'6 '' 4 COMM # 1170838 > NOTARY PUOI.IC-u— (� COUNTY OF BUTTE Camm. Explrer Jan. 24, 20,12 A.P. # 07 . - w). lu: y C-1 fisad Jon SGH tsrLpilo H3020'3y4 Y.-HU07, 3T7U9 Escrow No. 202896 -JW I Title Order No. 00202896 i EXHIBIT ONE PARCEL I: i The West half of the West half of the South half of the North half Northeast quarter of Section 13, Township 23 North, Range 1 West, M.D.B.&M. PARCEL II: • _ i Anon -exclusive easement for road and public utilities -30 feet in width over and along the North 30 feet of the following described property: i The North half of the South half of the Northeast quarter of Section 13, Township 23 North, Range 1 West, M.D.B.& M. PARCEL III: A non-exclusive easement for road and public utility purposes 30 feet width over and along the South 30 feet of the following described property: The South half of the North half of the Northeast quarter of Section 13, Township 23 North, Range 1 West, M.D.B.&. M. - i EXCEPTING THEREFROM the following described property: The West half of the West half of the South half of the North half of the Northeast quarter of Section 13, Township 23 North, Range 1 West it ,1 41 a 1w - BUTTS COUNTY PARRS DSVSIOPKSNT FSS CERTIFICATION FORK CHICO AREA RECREATION AND PARR DISTRICT y Assessor Parcel Number(s) Qui 7— JQV to 7 Property Owner Project Locati 'Subdivision Residential Development: (check one) Lot Number(s) New Development _Alteration/Addition Kmobilehome(s) _Non -Residential to Residential 1 Total Number of Dwelling Units Q�✓ Comment-: x� Building De .tment Re res ntative Date �yr�r*�*yt�r�it*�yr�xyryr��r��ycYcx�ycYrx�rveyr*�xMr�tMr*ytrtyryr�ikxrrryryt��Yr�Yryrx*YryrxYr�tytyr*�Mr*�yrytrtrryt�r Chico Area: Recreation and Park District(CARD) certifies that (Apili ant Name) r. (Phone Number (Street Address') C,h I C, a5 C gs2 (City) (State) (Zip Code) has complied with the requirements of Butte Co. Resolution No. 90-140 by payment for dwelling units @ $1,189 for total payment of CARD Representative PAID BY CHECK N0. REMARKS: BANK NO. PAID BY CASH RECEIPT NO. Distribution: White --Applicant Pink --CARD park.fee (form revised 11/90) :1b Yellow --Butte Co: Building Dept. Goldenrod --City of Chico Building Dept. 06/16/00 9:45AN 0819#0054 CHECK $1,1$9,00 I •or. ftrt•�tt _.rto r--•--{�------- •\\\I 1\tOtttt.rA0.:iw1rY til ■�, . - ■.�.■1 ►.�ttt\\I�.tttttt1177i/Atttttt'91tt���t■■I1117iL4J ■■\!'T■ttL'CC■t»7SF ones ■ ■t■tl!■ ■t•1■1 '1■Bonn /•■■I.■■■■■■\t■■■■■■■rrYYY■t■■■■4t■■■■■■■■ / • t / 1 1..I■R�ttR!!:tta■t■■■t■a--"I'mullifit mom ■a■■■ ■■■.■t'•ru■ a■a!G%\ ■tt\t4....■1 I■■■■■L'r'.� t■ ■■ i1 ■1 lommontt NONNI ■ ■1. / ■ 11_ �e a. aee��ittt■tl u■■■■ ■�■t■■tr--- 11t\■1 ■■ ■tl •J■....R u...l main It■t■■� ..............I� tl Ya■tt■Ia immomm D949CT/6626 3BEDROOM - 2BATHS - CATHEDRAL THRU-OUT 11,694 SO.FT.1 i ft OPI RCC ENIR ate. L. I IO' -e• I 20'-e- I 16 OPTION GLAMOUR BATH 0 0 OPT pLX BAO+ / I 0 I I 1 1 O Q do t I I �� gICN(N i •I 1 _II1 .I I I I , 12 ME •�icli/lIAMt nor toreiV SHEET Of � 'KISCRIMON IDRAInNC NUHRER 'RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 COPY of Document Recorded 27 -Jul -2000 2000-0028849 Has not been compared rith 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. BRENT L. BOYD & RENEE BOYD REAL PROPERTY OWNER/LESSOR PO BOX 1843 MAILING ADDRESS CHICO, BUTTE, CA 95927-1843 CITY COUNTY STATE i ZIP 15085 MERIDIAN ROAD INSTALLATION MAILING ADDRESS, IF DIFFERENT CHICO, BUTTE, CA 95973 CITY COUNTY STATE_ ZIP SAME UNIT OWNER (if also property owner, write 'SAME') MAILING ADDRESS CITY CoV`rTY 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 7 (530)538-7541 BUI 1 PER NO. TELEPHONE NUMBER 07/25,/2" SIGNA RE OF LOCAL GENCY OFFICIAL DATE CO NS GARY'S HOMES DEALER NAME (if not a dealer sale, write 'NONE-) 91265 DEALER LICENSE NO. SKYLINE 2000 D949GT MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAME/NUMBER C 1-70-0752-M-A/B 66' X 26' ULI507750/ 1 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNIA/LABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION ASSESSOR'S PARCEL NUMBER A.P. # 047-100-107 SEE ATTACHED HCD FORM 433(A) REV. 8/91 WHITE - County Recorder CANARY - HCD PINK - Applicant GOLDENROD - Building Dept. BUILDING PERMIT NUMBER: 00-1007 Address or location of unit: 15085 MERIDIAN ROAD, CHICO, CA 95973 Legal Description of Real Property: A.P. #047-100-0107 SEE ATTACHED . (x) Mobilehome/Manufactured Home O Commercial Coach Has been affixed to the real property above by installation on a foundation system pursuant to Health and Safety Code Section 18551. Owner's name: BRENT & RENEE BOYD Owner's address: PO BOX 1843, CHICO, CA 95927-1843 INSIGNIA OR HUD NUMBER: ULI507750/1 SERIAL NUMBER OR V.I.N.: C1-70-0752-M-A/B MANUFACTURER'S NAME: SKYLINE OFFICIAL APPROVING INSTALLATION: DATE: 07/25/2000 • PHONE: (530).538-7541 H.C.D. 513C LEGAL DESCRIPTION A.P. #047-100-'107 All that certain real property situate in. the County of Butte, State of California, described as follows: PARCEL I: The West half of the West half of the South half of the North half of the Northeast quarter of Section 13, township 23 North, Range 1 West, M.D.B. & M., PARCEL II: A non-exclusive easement for road and public utilities 30 feet in width over and along the North 30 feet of the following described property: The North half of the South half of the Northeast quarter of Section 13, Township 23 North, Range 1 West, M.D.B. & M. PARCEL III: A non-exclusive easement for road and public utility purposes 30 feet in width over and along the South 30 feet of the following described property: The South half of the North half of the Northeast quarter of Section 13, Township 23 North, Range 1 West, M.D.B. & M. EXCEPTING THEREFROM the following described property: The West half of the West half of the South half of the North half of the Northeast quarter of Section 13, Township 23 North, Range 1 East, M.D.B. & M. I LIAR. 24' 00 PRI! I I I I F I DE!, ITY T 10 N A L P. 003 7. Locn No. WHEN ACCOSL)::0 NAIL TO; •A. 00 10 ii YRecorded 0 Check 31. 10BRENT L. BOYO J; RENEE BOD Oft I Recor C. �6n't n -355 A WAY laut 95926 ti.Clsnduce r 21'-Sep-93''f'HVT F 2 mAIL TIC! STATEMENTS TC: 069AENTARY TRANSFER TAX $Z'=' Y.1 c4mymd m ba mkolmw Cw vo.e of gwarw ty cam fed: OR SAMC A!; \1,10,/F CanvftM on the *Wsdwslla� avA* V%s IOM &www6mcas Of ww. ln(lAFlZIQQAd rranifif 613rnrev T76v*101`04 Of 0606-w-1 Of "I 091OFMI11110 LAE - FIrM Nmm GRANT DED FOR A VAt!.'%1ALE C0\tS:0ERA7:0N. fe',Jio: of w,'I'!Cll li hvfU, a-,kAow!0j'gOd. PAULINE SALYERS, an ur.marrInd womrin II -'lgr0y GRArv,r:s; to Ji BRENT L. COY0 and L RENEE BOYD, hub -band and wit AS COMMUNITY PROPYkTT II)a (0.1 picl;k:we the Cly 01 UNINCORPORA�'TED AREA coup y w 3UTTE WiVE L lwAK;.;r_r it VEA -AND' 4 1 C :.'& - ' - - - 16-N P1 IAI�*4ALI 1, --7-77 NEW ML POM01111:1 hr4--,; to ma Of v-u/m to ma On via best; Of "3111dwy ro-sal(t) ••-%(,.20 na,fttl: i&jjjo a -1C;:ZQ4 to 1110 h0jj!j,%9 "v OKO"Iel'.19 ju:jj,;. �Cd ' a0&Z4y(i;s;. ard Im ey NvhO?juwr mg -.0 uw 1) w, hn.,trumort irto ;-01301'0; Of NO OWAY V: -,!A b9tvill d .,;lcF :.%- C.tga. O'CeLW *.hQ lr,;jjJjAOnj. .1.11 0:1,C"; Put"* owwc . c^ cul:mry or& ul.", com.18616. No.. to, twee . O..,4;.A6 01'39AI-, W4. YAMIOAMOW "n.." VUUL VOTE 4 . is ltdwNov � , -4 iziftbl% SEI ATIACHED LEGAL DVPS,�RIPTJ S ':Wc.d —AuOual.27B. _9-, UNh.8 YERS S?ATR OF Ct.:..(F0qNlA CO1.1fin OF B U,f Tr Or SEPT I , 1993r mc. T A W r—== ti6i DO'SOMall'i GPN&fod Will' lifuglIN, -iWWwu VEA -AND' 4 1 C :.'& - ' - - - 16-N P1 IAI�*4ALI 1, --7-77 NEW ML POM01111:1 hr4--,; to ma Of v-u/m to ma On via best; Of "3111dwy ro-sal(t) ••-%(,.20 na,fttl: i&jjjo a -1C;:ZQ4 to 1110 h0jj!j,%9 "v OKO"Iel'.19 ju:jj,;. �Cd ' a0&Z4y(i;s;. ard Im ey NvhO?juwr mg -.0 uw 1) w, hn.,trumort irto ;-01301'0; Of NO OWAY V: -,!A b9tvill d .,;lcF :.%- C.tga. O'CeLW *.hQ lr,;jjJjAOnj. .1.11 0:1,C"; Put"* owwc . c^ cul:mry or& ul.", com.18616. No.. to, twee . O..,4;.A6 01'39AI-, W4. YAMIOAMOW "n.." VUUL VOTE 4 . is ltdwNov � , -4 iziftbl% MAR. -24' 0.0(FRI) I :11 FIDELITY 'ATIONAL TEL 916899"Il F. 004 MIT 4. r ' .i ' 93-+056,1 CRDER N0. BU-175600 TH f: DESCRIPTION ALL- THAT CERTAIN REAL PROPERTY SITUATE IN THF :TATE OF CALIFORNIA, ! COUNTY OF DUTTE, DESCAIBEO AS FOLLOWS: WEST HALT OF THE WEST HALF OF THE SOUTH HALF* 7F*:THE NORTH.HALF;;` F HE NORTHEAST QUARTER OF SECTxON 17, OiJT.SgT^:23,NORTHi VEST, H.D.B. 6 M, r, ►1 —FPARGEzT ..; S• .,:,,;;.?a ' r' •N 'i-r ry{T� r�' '� fir' � k,' � .J,.. ^'`:?rte a rc0N—EYCVjSlVZ EASEMENT FOR ROAD AYD•�PUBLZC•UTZLZTIEu 30 FEET_'ZN WIDTH OVER ALONG .'H£ NORTH )C FEET OF.TH£•''FOLLOWING DESCRIBED.'.,.�� .• '��"° �:� ?RO MEATY : .. .•If.,�y1?ti:�f ,1"J��J. ' J=.e•�' �1{`?''y::f•'' ''•r,.•.: .•: ►.p TRE NORTH Y\LF OF THE SO:i'.^H HAL? OF THE NORTHEAST QUAItTBR'• OF:' SECTION i7, TO^SKIP 23 NORTH, RAJ GE 1 WEST H. D. 13. A NON-EXCLUSIVE IASE2+.E:{T FOR ROAD AND' PUBLIC., UTILITY : PURPOSE3y70 :SOUTH FEET OF .TH 'FOLLWZNFEET IN WZDT OVER ANDALOtG THE :ESCRIBED PROP RTY: 0 tet• '"I{E SOUTH KALF m '�- •'4'i(,...r: Nft'. T' °'� - '�`' ��:�, '¢ �'3. �}'!2; .3:_ -_F ^F THE NORTH F. OF THS ' NORTHEAST. QUARTER OF': %EC1'TON 271 llow..%S'HIrP 27 tiDRTH, W%NGS I WEST, H.D.B. 6 M. f *:XCZPTING Tii7nEFROM THE FOLLOWING DESCRIDED PROPERTY: ; S WAST N•ALF '�F THS 14EST HALF OF THE SOUTH HALF OF THE NORTH HALF O THE NORTItEAST QUARTER OF SECTION 13, TOWNSHIP 27 NORTH, •RANGE 1 � .—AST, M. D. B. M. END OF DOCUMENT ", d �"`%.{ V, ',i%,'•�:!�?J!L�ib�71�!Qp1► .:. •,. 3�f.. O�snlrr���b. - - ----- - STATE OF CALIFORNIA DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT DIVISION OF CODES AND STANDARDS ROGISTRATION AND TITLING SECTION STATEMENT OF FACTS This unit is a: Mobilehome Commerical Coach F1 ating Home Truck Camper Decal (License) No. (s) Trade Name Serial No. (s) rnar Q, -76 I/ We, the undersigned, hereby state that the unit described above: rnar c, r 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 certifyunder penalty of perjury that the foregoing is true and correct. Executed on (Y oQ-oo/ at: Oroville ,California (Date) (City) (State) Signature of each affiant, Printed name of each affiant Address >3 /I w � g c City CA, State California HCD 476.6 (Rev 11/86) _ ....-. .. ..... SKYLINE CORPORATION NL4N-LJFACTURED HOME INSTALLATION MANUAL Sm�LiNE� BRINGING AMERICA HOME. BRINGING AmERi(A FUN. TABLE OF CONTENTS Chapter 1 — Introduction .................... Chapter 2 — Definitions ..................... 2 Chapter 3 — Site Preparation Zone Maps ..................... 3 Site Grading .................. 4-5 Description of Soils ............... 5 Chapter 4 — Foundation and Support Requirements Piers.......................... 6 Design Requirements ............. 6 Design Procedures ............... 6-7 Acceptable Footings .............. 7 Placement in Freezing Climates ..... 7 Proper Sizing of Footings .......... 7 Permanent Foundations ........... 7 Flood -Prone Areas ............... 7 Severe Wind Areas ............... 7 Special Snow Load Conditions ...... 7 Important References Documents .... 7 Typical Installations ............... 8 Typical Pier Construction ........... 9 Support Requirements ............ 10-12 — Single Wides ................ 10 — Double Wides ............... 11-12 Sidewall Openings ............... 12 Pavilion Dormer Blocking .......... 13 Footing Sizes ................... 13 Chapter 5 — Set -Up Procedures Moving Home to Location .......... 14 Positioning Home ................ 14 Leveling and Blocking ............. 14-16 — Single Wides ................ 14-15 — Double Wides ............... 16 Use of Water Level ............... 17 Double Wide Interconnection ........ 18-19 Tie Down Instructions ........... 20-21 Over -The -Roof Straps ............. 21 Anchor Tables Wind Zone I ......... 22-24 Anchor Tables Wind Zone II & III ...... 25-26 Anchor Tables for 102" Sidewalls ....... 27 Longitudinal Tie Down Instructions ...... 28 Tie Down Example ............... 29 Double Wide Exterior Closure ....... 30-32 — Masonite Siding .............. 30 — Vinyl Lap Siding .............. 31 — HardiPanel & HardiPlank Siding .. 32 WARNING ONLY EXPERIENCED PERSONS KNOWLEDGEABLE OF MANUFACTURED HOME SETUP PROCEDURES SHOULD SET UP THIS HOME. Chapter 5 - Set -Up Procedures - Continued Installation of Shingle Roof ......... 33-34 Double Wide Utility Interconnection ... 35-38 — Bonding .................... 35 — Electrical Crossover ........... 35 — Heating Crossover ............ 36 — Gasline Crossover ............ 37 — Waterline Cross Connect ....... 37 — Drainline Cross Connect ....... 38 Installation of Exterior Light Fixtures .... 38 Venting of Skirting and Crawlspace ... 38 Metal Roof Tightening ............. 38 Porches & Decks ................ 38 Chapter 6 — Installation of Optional Features Electrical Dryer Venting ............ 39 Gas Dryer Installation ............. 39 Gas Water Heater Venting .......... 39 Grill/Range Venting ............... 39 Paddle Fan Installation ............ 40-41 — Flush Ridge Beam ............ 40 — Protruding Ridge Beam ........ 41 — False Beam ................. 41 Air Conditioning Electrical Connect .... 42 Evaporative Cooler ............... 42 Dealer Installed Blend Air .......... 43 Expanding Rooms, Slide -Outs ....... 44 Site Attached Structures ........... 44 Garage Ready Units .............. 44 Hinged Roofs and Eaves ........... 44 Ceiling Fans .................... 44 Telephone and Cable TV ........... 44 Fireplace Installation .............. 44 Field Installed Hearth ............. 44 Chapter 7 — Utility System Connection and Testing Water ......................... 45 Drainage — Connection ............ 45 Drainage — 1, 1-1/2, 1-3/4 & 2 Bath .... 45 Gas .......................... 45-46 Electrical ....................... 47 Outside Panel Box ............... 47 Electrical System Test 47 Multi -Section Frame Bonding ....... 48 Typical Under -Chassis Feed Connections .............. 48 Typical Meter Base Installation ...... 48 Meter Base & Panel w/Masthead .... 49 Chapter 8 — Protective Window Coverings ..... 50-55 Chapter 9 — Final Inspection Final Inspection .................. 56 Installation Inspection Checklist ...... 57 NOTE: THIS MANUAL IS INTENDED TO INSTRUCT AND TO ASSIST ALREADY QUALIFIED PERSONNEL IN PROPER INSTALLATION OF SKYLINE MANUFACTURED HOMES. IT IS NOT INTENDED TO ENABLE SOMEONE UNFAMILIAR WITH MANUFACTURED HOME INSTALLATION TO PERFORM THE INSTALLATION. SETUP SHOULD BE DONE ONLY BY QUALIFIED PEOPLE. WHOEVER DOES THE SETUP SHOULD GUARANTEE THEIR WORK IN WRITING FOR A REASONABLE TIME AND SHOULD, IF NECESSARY, AGREE TO RELEVEL THE HOME WITHIN 90 DAYS AFTER THE INITIAL SETUP. CHAPTER 1 INTRODUCTION PLEASE READ ALL INSTRUCTIONS PRIOR TO SET-UP! This Skyline home was engineered, constructed and inspected for conformance to the Federal Manufactured Home Construction and Safety Standards in effect on the date of manufacture. This National Standard sets forth com- prehensive requirements for design construction, fire safety, plumbing, heating systems and electrical systems for manufactured homes designed to be used as dwellings. This manual contains detailed installation instructions, including specifications and procedures for erection and hookup of your manufactured home. It has been written in an objective and easy -to -understand manner so it can be understood by people without extensive technical training. It discusses the set-up of the home from preparing the site through final inspection. It includes many tables and figures giving important data for proper set-up. Careful adherence to this manual by the homeowner and installation crew, and consultation with a registered professional or structural engineer in those unusual circumstances it does not cover, will assure you of a quality, safe and affordable home for many years to come. Prior to locating or relocating your home, contact the local authority having jurisdiction for installation to see if permits for such procedures as blocking, anchoring, or utility connections are required. Inspections may be required dur- ing installation. On private property, zoning or development covenants may apply and should be taken into considera- tion. NOTE: Preparations of the site, when accom- plished by others than the home installer, may not be in accordance with these instructions. THE IMPORTANCE OF CORRECT SET-UP CANNOT BE OVEREMPHASIZED. Correct set-up is absolutely essen- tial to homeowner satisfaction. If you are not absolutely certain of the proper procedure or you encounter unusual conditions, please contact your factory service representative. THE INSTRUCTIONS CONTAINED HEREIN ARE MIN- IMUM REQUIREMENTS, APPLICABLE LOCAL OR STATE LAW MAY HAVE OTHER OR GREATER REQUIREMENTS WHICH MUST BE COMPLIED WITH TO OBTAIN OR REGAIN THE RIGHT TO OCCUPY THE HOME. REVIEWED BY ENGINEERING DEPT. ISSUED BY FOLLOW-UP SERVICES DEPT. MAY 199 1999 UNDERWRITERS' LABORATORIES, INC. The recommended procedures contained in this manual are intended to assist in proper installation of this home. Field experience may justify alternate acceptable proce- dures which, when completed, result in performance at least equal to that which will result from conformance to the details and specifications herein. For example, on double wide installation you may find it advantageous, due to local conditions, to bolt the floors together prior to bolting roof halves together, or vice versa. Either method is acceptable as long as the bolting schedule is adhered to. NOTE: A MANUFACTURED HOME SET UP IN THE WRONG STRUCTURAL ZONE DOES NOT MEET THE REQUIREMENTS OF THE FEDERAL MANUFACTURED HOME CONSTRUCTION AND SAFETY STANDARDS. BEFORE COMMENCING SETUP, SEE CONSTRUCTION INFORMATION, LOCATED IN THE MASTER BEDROOM CLOSET OR AT THE ELECTRICAL DISTRIBUTION PANELBOARD, FOR DESIGNATION OF ZONE FOR WHICH THE HOME WAS CONSTRUCTED. SPECIAL CONSTRUCTION SUCH AS EXPANDO UNITS, TRIPLE WIDE UNITS, AND PERIMETER BLOCKED UNITS WILL BE COVERED IN SUPPLE- MENTS TO THIS MANUAL. CONTACT YOUR FACTORY OR DEALER IF THIS HOME HAS ANY SUCH FEA- TURES AND YOU DO NOT HAVE THE APPLICABLE SUPPLEMENTS. WARNING: ONLY TRAINED CREWS SHOULD INSTALL THE HOME. INSTALLERS SHOULD FOLLOW THE SAFETY INSTRUCTIONS PROVIDED IN THIS MANUAL. THIS HOME WEIGHS SEVERAL TONS USE ENOUGH TEMPORARY WOOD BLOCKING TO SUPPORT THE HOME DURING SETUP. No one should be allowed under the home unless it is securely in place, even if it is not m,,in*a, Jo OF usip The technical content of this Installation Manual has been reviewed by Underwriters' Laboratories, Inc. and found to be in accordance with the Federal Manufactured Home Construction and Safety Standards. CHAPTER 2 DEFINITIONS ANCHORING EQUIPMENT: Straps, cables, turnbuckles and chains, including tensioning devices, that are used with ties to secure a manufactured home to ground anchors. ANCHORING SYSTEM: A combination of ties, anchoring equipment, and ground anchors that will, when properly designed and installed, resist the wind's overturning the home or moving it sideways. FOOTING: That part of the support system that sits directly on the ground at, below or partly below grade to support the piers. PERIMETER SUPPORT: The portion of a support system that supports the sidewalls at the floor line. PIER: That portion of the support system between the footing and the manufactured home, exclusive of caps and shims. Types of piers include, but are not limited to, the following: 1. Manufactured Steel Stands 2. Manufactured Concrete Stands, and 3. Concrete Blocks SITE, MANUFACTURED HOME: A parcel of land designed and designated for the location of one manufactured home, its accessory buildings or structures, and accessory equipment for exclusive use of the home's occupants. STABILIZING SYSTEM: A COMBINATION OF PROPERLY INSTALLED ANCHORING AND SUP- PORT SYSTEM. STAND, MANUFACTURED HOME: That area of a manufactured home site which has been reserved for placement of a manufactured home. SUPPORT SYSTEM: A combination of footings, piers, caps and shims that will, when properly installed, support the manufactured home. 1 CHAPTER 3 WA IT OR ID WY W ur, co CA AZ NM SITE PREPARATION ZONE MAPS OF THE UNITED STATES ME At I we AL \ GA PA Tx lA FL HI � SOUTH 20 PSF MIDDLE 30 PSF ROOF LOAD ZONE MAP III NORTH 40 PSF I �I ❑ ZONE I 0 ZONE II ;. 97WIND ZONE MAP ® ZONE III The following local governments listed by state (county/ parishes, unless noted otherwise) are located in WIND ZONE II: ALABAMA - Baldwin and Mobile FLORIDA - All counties except those identified as being within Wind Zone III. GEORGIA - Bryan, Camden, Chatham, Glynn, Liberty and McIntosh LOUISIANA - Acadia, Allen, Ascension, Assumption, Calcasieu, Cameron, East Baton Rouge, East Feliciana, Evangeline, Iberia, Iberville, Jefferson Davis, LaFayette, Livingston, Pointe Coupee, St. Helena, St. James, St. John the Baptist, St. Landry, St. Martin, St. Tammany, Tangipahoa, Vermillion, Washington, West Baton Rouge and West Feliciana. MAINE - Hancock and Washington MASSACHUSETTS - Barnstable, Bristol, Dukes, Nantucket and Plymouth. MISSISSIPPI - George, Hancock, Harrison, Jackson, Pearl River and Stone. NORTH CAROLINA - Beaufort, Brunswick, Camden, Chowan, Columbus, Craven, Cunituck, Jones, New Hanover, Onslow, Pamlico, Pasquotank, Pender, Perquimans, Tyrrell and Washington. SOUTH CAROLINA - Beaufort, Berkeley, Charleston, Colleton, Dorchester, Georgetown, Horry, Jasper and Williamsburg. 3 Hi ® ® ZONE I ® ZONE 2 ❑ ZONE 3 HEATING AND COOLING ZONE MAP IN WIND ZONES II AND III, UNLESS THE HOME AND ITS ANCHORING AND FOUNDATION SYSTEM HAVE BEEN DESIGNED FOR THE IN- CREASED REQUIREMENTS OF EX- POSURE `D' OF ANSI/ASCE 7-88, IT SHOULD NOT BE LOCATED WITHIN 1500 FEET OF THE COASTLINE. WIND ZONE II (continued): TEXAS - Arkansas, Brazoria, Calhoun, Cameron, Chambers, Galveston, Jefferson, Kenedy, Kleberg, Matagorda, Nueces, Orange, Refugio, San Patricio and Willacy. VIRGINIA (The cities of) - Chesapeake, Norfolk, Portsmouth, Princess Anne and Virginia Beach. The following local governments listed by state (county/ parishes, unless noted otherwise) are located in WIND ZONE III: FLORIDA - Broward, Charlotte, Collier, Dade, Franklin, Gulf, Hendry, Lee, Martin, Manatee, Monroe, Palm Beach, Pinellas and Sarasota. LOUISIANA - Jefferson, La Fourche, Orleans, Plaquemines, St. Bernard, St. Charles, St. Mary and Terrebonne NORTH CAROLINA - Carteret, Hyde and Dare. The following states and territories are within WIND ZONE III: State of HAWAII ALASKA - coastal regions between the 90 mph isotach on ASCE 7- 88 wind map and the coast. U.S. TERRITORIES - American Samoa, Northern Mariana Islands, TrustTerritory of Pacific Islands, Guam, Puerto Rico and U.S. Virgin Islands. SITE PREPARATION (Continued) SITE PREPARATION The importance of site preparation for a problem -free installation cannot be overstated. All vegetation must be removed from under the home site. The site must be prop- erly graded and sloped to provide for storm drainage runoff. In particular, the area under the home must be graded to prevent water accumulation. Skyline Corp. recommends the home site slope 10 feet in all directions away from the home. If the home is sited on sloping terrain or a hillside, the soil must be graded on all sides to channel storm runoff around the home and not under it. If the home is set in a pit, it is extremely important to provide water drainage from under and around the home. WARNING: THE AREA UNDER AND AROUND THE HOME MUST BE SLOPED TO PREVENT WATER ACCU- MULATION. EXCESSIVE MOISTURE UNDERTHE HOME CAN CAUSE UNNECESSARY DETERIORATION, AND CAUSE CONDENSATION PROBLEMS, WHICH COULD AFFECT THE HOMES WARRANTY. IT COULD ALSO AFFECTTHE STABILITY OFTHE FOOTINGS AND PIERS WHICH SUPPORT THE HOME. - If the home is to be perimeter skirted or "pit -set;' ventila- tion of the under -floor area is required to minimize the effect of moisture under the home. Ventilation openings must be provided in the under -floor enclosure or skirting on at least three (3) sides (preferable on all sides) with a net area of at least one square foot per 150 square feet of floor area. The required ventilators are to be approximately equally spaced around the perimeter of the home with a ventilation opening within three (3) feet of each outside corner. Proper support of the manufactured home must allow for soil conditions in the immediate area. Pier footings must be placed on firm undisturbed soil (not loose fill) or soil which has been compacted to at least 90 percent of its maximum relative density. Support piers may also be placed directly on concrete slabs designed for manufactured home place- ment as found in manufactured home communities. After completion of grading and filling (if necessary), the bearing capacity of the soil at the depth of the footings should be determined. A pocket penetrometer (available from engineering supply houses) or other method accept- able to local jurisdictions may be used. If the soil cannot be tested but can be identified, use the foundation bearing pressures shown in Figure 3-1 as a guide. If the soil cannot be identified, use the lowest value, 1,000 PSE. Under unusual conditions, or if the soil appears to be peat or uncompacted soil, consult a local geologist or professional engineer for aid. CAUTION EXCESSIVE WATER IN THE SOIL UNDER THE HOME WILL CAUSE UNNECESSARY DETERIORATION OF THE HOME AND AFFECT THE COMFORT LEVEL IN THE HOME. CONTINUOUS STANDING WATER UNDER THE HOME CAN CAUSE CONDENSATION PROBLEMS AND AFFECT THE HOME'S WARRANTY. PREVENTION OF WATER BENEATH THE HOME aQ CROWN AND GRADE SITE TO SLOPE AWAY FROM HOME I L SINGLE SECTIONAL DON'T GRADE SITE SO THAT WATER COLLECTS BENEATH THE HOME DOUBLE SECTIONAL DO CROWN AND GRADE SITE TO SLOPE AWAY FROM HOME Ila DON'T GRADE SITE SO THAT WATER COLLECTS BENEATH THE HOME TRIPLE SECTIONAL °i1=n-=1i-i n=n=u=n=n=n=n=n=ir-n =u. =uu=u=n=u=u=i 4 DO DON'T GRADE CROWN AND SITE SO GRADE SITE THAT WATER TO SLOPE COLLECTS AWAY FROM BENEATH HOME THE HOME91191 4 SITE PREPARATION (Continued) GROUND BARRIER There is a strong tendency for ground moisture to be drawn into the home, greatly complicating efforts to control humidity and condensation. - A ground moisture -vapor retarder of 6 mil. rated polyethylene plastic, vinyl or similar material laid on the ground surface under the home is recommended to assist in controlling the humidity in the home. General Description of Soils Allowable Pressure Soil Type (Pounds Per Square Foot) Based on the Unified Classification System No allowances made for overburden pressure, embedment, depth, water table height, or settlement problems. Rock or Hard Pan 4,000 and up Sandy Gravel and Gravel 2,000 Sand, Silty Sand, Clayey Sand 1,500 Silty Gravel, or Clayey Gravel Clay, Sandy Clay, , 1,000 Silty Clay, or Clayey Silt Uncommitted Fill Special Analysis is Required Peat or Organic Clays _T Special Analysis is Required NOTE: To be used only when none of the following is available: a. Soils investigation and analysis of the site. b. Compliance with the local building code. c. Competent opinion by a local engineer or building official. d. If the soil bearing capacity is less than 1,000 PSF, consult a professional engineer for foundation system requirements. Fig. 3-1 5 CHAPTER 4 FOUNDATION AND SUPPORT REQUIREMENTS NOTE: This chapter covers only foundations. Page 8 sum- marizes the usual types. Set-up procedures and methods for securing the home to its foundation are discussed in Chapter 5. PIERS Importance. Incorrect size, location or spacing of piers may cause serious structural damage to the home. It is important to install piers around the perimeter if required for the home. Failure to do so may lead to sagging floors, walls and roofs. Acceptable Types. Piers may be concrete blocks or pres- sure treated wood, capped and shimmed with wedges, or adjustable manufactured metal or concrete devices (see Figure 4-2). Manufactured piers should be listed and labeled for the required load capacity. DESIGN REQUIREMENTS Load -Bearing capacity. The load that each pier must carry depends on factors such as the dimensions of the home, the roof live load, the spacing of the piers, and the way they are used to support the home. Center beam/marriage wall blocking is required for multisection homes. See tables 1 and 2 for pier capacities. Manufactured piers must be rated to at least these capacities, and locally con- structed piers must be designed to transmit these loads safely. Configuration. Figure 4-2 shows the recommended arrange- ment of concrete piers constructed on-site. Concrete blocks should have nominal dimensions of at least 8"x 16". They must be stacked with their hollow cells aligned vertically. When piers are constructed of blocks stacked side-by-side, every layer should be at right angles to the previous one (See Figure 4-2). Cap hollow block piers as shown in Figure 4-2 to distrib- ute the structural load evenly across them. Caps may be of solid masonry or hard wood, and of the same length and width as the piers they rest upon. Avoid plywood, as it may lead to unwanted settling or movement. Use 4" x 6" hardwood shims (wedges) to level the home and fill any gaps between the base of the I-beam and the top of the pier cap. Always use shims in pairs (See Figure 4- 2). Drive them in tightly so they do not occupy more than 1" of vertical space. When the space to be shimmed is less than the minimum thickness of available caps or concrete blocks, dimension lumber may be used under the caps. 11 Select manufactured pier heights so that their adjustable risers do not extend more than recommended by the man- ufacturer when finally positioned. All piers must rest on footings that either extend below the frost line or are otherwise protected from frost effects, and are placed on either undisturbed soil or compacted fill. DESIGN PROCEDURES Piers Less Than 36" High. Construct piers less than 36" high out of single, open or closed -cell concrete blocks, 8" x 8" x 16". Install them so that the long side is at right angles to the supported I-beam (See Figure -4-2). Position open cells vertically upon the footers. (See Figure 4-1). Horizontal offsets should not exceed 1/2" top to bottom. Mortar is not normally required. Manufactured piers should be listed and labeled. Do not extend their adjusting studs beyond the limits specified by the manufacturer. Piers 36" to 80" High. Construct all piers between 36" and 80" high, and all corner piers over three (3) blocks high, out of double, interlocked concrete blocks (See Figure 4-2). Mortar will not normally be required. Piers Over 80" High. Where permitted by local codes, lay them in concrete mortar with steel reinforcing bars inserted in the block cells and fill the cells with concrete. Where such construction is not permitted by local codes, have piers over 80" high designed by a registered professional or structural engineer. Location and Spacing. The location and spacing of piers depend upon the dimensions and weight of the home, the roof load zone, size, and type of construction of the footings. Other factors such as the location of doors or other openings and heavy pieces of furniture are also important. In general locate piers no more than 2' from either end, and not over 10' o.c. Single -Section Homes. Figure 5-2 shows the recommended locations and spacing of piers for single -section homes. Multi -Section -Homes. Figure 5-3 shows the recommended location and spacing of piers for multi -section homes. Under Doors and Heavy Furniture. Place additional piers on both sides of exterior doors, side-wall openings wider than 4' (such as sliding glass doors), at Pavilion dormers, under porch posts, wood stoves, and under the expected locations of heavy pieces of furniture such as pianos, organs, waterbeds, etc. FOUNDATION AND SUPPORT REQUIREMENTS (Continued) DESIGN PROCEDURES (Continued) Footings. Support every pier with a properly designed foot- ing, as follows. ACCEPTABLE TYPES OF FOOTINGS. Concrete. Footings may consist of precast or poured -in- place concrete, pads slabs, or ribbons at least 3-1/2" thick with a 28 -day compressive strength at least 3,000 psi. Footing size in no case shall be less than 144 sq. in. or smaller than the pier supports. Pressure -Treated Permanent Wood. Two layers of 2" thick pressure -treated wood planks, with the long dimension of the second layer placed perpendicular to that of the first, fastened and with cut edges painted or retreated, may also be used. Other Materials. You may also use other materials approved for this use by local authorities if they provide equal load- bearing capacity and resistance to decay. PLACEMENT IN FREEZING CLIMATES. Conventional Footings. For frost -susceptible soils, to pre- clude the harmful effects of ground frost heave, footings should usually be placed below the frost line. Consult local authorities to determine frost penetration. In the absence of a local code, use the frost penetration map as a guide. Floating Slab System. When properly engineered by a reg- istered professional engineer, compatible with the anchorage requirements of Chapter 5, and acceptable to the local author- ity having jurisdiction, a "floating slab system" may be used above the frost line. Insulated Foundations. Footings may also be placed above the frost line when the home is provided with a perimeter foundation or skirting having insulation properties sufficient to prevent freezing of the soil under or adjacent to every load-bearing component of the foundation and accept- able for this purpose by the local authority having jurisdic- tion. Useful design guidelines may be found in references at the end of this chapter. Insulation systems should be compatible with the requirement to cross ventilate the entire space under the home. Proper Sizing of Footings. Proper sizing of footings depends upon the load -carrying capacity of both the piers and the soil. See Table 4 for recommended footing sizes. Permanent Foundations. Check local building codes and regulations and consult a registered professional or struc- tural engineer when you are setting your home on a per- manent foundation (such as a full basement, crawl space or load-bearing perimeter foundation). A permanent foundation design, which meets most local codes, may be available from Skyline Corporation. Please contact the Skyline division which manufactured the home or Skyline's National Director of Consumer Relations. i7 Flood -Prone Areas. Skyline Corporation does not recom- mend locating homes in river or coastal flood -prone areas. Special elevation and anchoring techniques are required when locating in a flood -prone area. Consult a registered professional or structural engineer to make sure that home design and construction conform to applicable federal, state and local codes and regulations. The FEMA publication listed below contains design and construction recommen- dations. Severe Wind Areas. Special foundation and anchoring techniques are required when locating in a severe wind area is unavoidable. Consult a registered professional or structural engineer. The HUD foundations design guide referenced herein contains recommendations for designing foundations and anchoring systems. Do not place your home in a wind zone more severe than the one indicated on the data plate located by your home's main electrical panel. Special Snow Load Conditions. Homes designed for and located in heavy snowfall areas or subject to other extreme loading conditions may require special piers or footings. See tables and/or special manufacturer's instructions provided with your home. IMPORTANT REFERENCE DOCUMENTS • Foundation plans available from manufacturer. • ANSI/NCSBCS A225.1-1987, "Manufactured Home Instal- lations;' NCSBCS, 505 Huntmar Park Drive, Herndon, VA 22070, (703) 437-0100. • ASCE 7-88, "Minimum Design Loads for Buildings and other Structures," ASCE, 345 East 47th Street, New York, NY 10017-2398. • FEMA 85, "Manufactured Home Installation in Flood Hazard Areas," FEMA, Washington, DC 20472, (202) 646-2708, September, 1985. • HUD Handbook 4930.3 (1989), "Permanent Foundations Guide for Manufactured Housing," HUD, 415 7th Street, S.W., Washington, DC 20410. • "All Weather Wood Foundation Systems Manual," National Forest Products Association, 1619 Massachu- setts Ave., N.W., Washington, DC 20036, June, 1976. • "Design Guide for Frost -Protected Shallow Foundations," Prepared for U.S. Dept. of Housing and Urban Develop- ment by: NAHB, Upper Marlboro, MD, June, 1994, Instrument No. DU1001<000005897. • "Building Foundation Design Guidebook;' Document No. DE 88013350, National Technical Information Service, 5285 Port Royal Road, Springfield, VA 22161. FOUNDATION AND SUPPORT REQUIREMENTS (Continued) MANUFACTURED HOME INSTALLATIONS SINGLE OR MULTI -SECTION HOMES TYPES OF FOUNDATION SYSTEM - MAIN COMPONENTS(*) 1. Piers -Ground Anchors. Home rests on piers of concrete block, formed -in-place concrete, permanent wood or steel pedestals on permanent wood, crushed stone or concrete footers. Ground anchors in soil angled to resist straps or embedded in concrete deadmen in soil. Straps tied to the frame, with or without over -the -top straps. 2. Concrete Slab or Continuous Footing. Home rests on a concrete slab or ribbons of concrete. Straps tied between frame and perimeter footers or concrete slab. Skyline Corp. recommends installing earth anchors prior to pouring concrete slab. Concrete slab should be sloped to prevent water accumulation under home. 3. Pile/Post System. Home rests on piles/posts placed sufficiently deep in the ground to resist all wind, snow, front heave and earthquake forces. Straps fasten home to the piles/posts or caps placed thereon. 4. Concrete or Concrete Block Load -Bearing Perimeter Walls. (Basement or Crawl Space) Home rests on exterior load-bearing walls which sit on concrete footings weight to resist all external forces. The floor connec- tion to foundation resists external forces. "For Skyline multi -section homes, the mating walls are supported by piers or support walls with straps and ground anchors, providing resistance to downward and uplift forces. TYPICAL FOOTING PADS FIG. 4-1 I � �6• / I 6 _ F�T>�� .T SINGLE PAD FOOTING ����� a �Y 1 8• DOUBLE PAD FOOTING SINGLE PAD FOOTING � I Ir DOUBLE PAD FOOTING `Y `I TRIPLE PAD FOOTING �• DOUBLE PAD FOOTING TWO DOUBLE PAD FOOTING '�� <T>x\� l Y� I J 51 F�Ti I� 1 1 LOAD DISTRIBUTING PAD FOR SUPPORT W TRIPLE PAD FOOTING LOAD DISTRIBUTING PAD FOR SUPPORT' (24"xWx4� �I TWO DOUBLE PAD FOOTING QUAD PAD FOOTING 16"x 16" x 4" CONCRETE PAD FOOTINGS 8" x 16" x 4" CONCRETE PAD FOOTINGS 2" x 12" x 24" WOOD PAD FOOTINGS 8 FOUNDATION AND SUPPORT REQUIREMENTS (Continued) TYPICAL PIER CONSTRUCTION I -Beam frame Gap between top of pier and main frame may be hardwood plate (not exceeding 2" in thickness) /and shims (not exceeding 1" in thickness). Shims shall be at least 4" wide and 6" long, fitted and driven tight between wood plate or pier and main frame. 2" or 4" solid concrete block may fill remainder of gap. Cap — Wood or concrete, 2"x8";<16" installed with 16" dimension perpendicular to the I-beam frame. tO � °D 0 Single open or closed cell concrete blocks 8"x8"x16" (open cells placed vertically upon footer) in 0 t stalled with 16" dimension perpendicular to the I-beam frame. cr c Footing - Solid concrete or other product approved for the purpose. Size according to Table 4. Ground Level ---~-------------*. Footing below frost line when subject to frost heaving. v SINGLE BLOCK PIER - 8000 LBS. MAXIMUM CAPACITY. PIER CAPACITY MUST BE EQUAL TO OR MORE THAN REQUIRED FOOTER CAPACITY. Cap - Solid concrete block or equivalent. Double Interlocked Blocks. Max. Height is 80". ,oncrete grouting Steel reinforcing bars For piers exceeding 80 inches in height the concrete blocks should be filled with concrete grouting and steel reinforcing rods should be used. DOUBLE BLOCK PIER - 14000 LBS. MAXIMUM CAPACITY. PIER CAPACITY MUST BE EQUAL TO OR MORE THAN REQUIRED FOOTER CAPACITY. Footings placed on firm undisturbed soil or in controlled fill free of grass and organic materials compacted to a minimum load bearing capacity of 1000 PSF. 2 ,ons\ so (, •o 's a 'I 13 ae • ✓ ' 36 a ?I :3e ao e 24 40 6 ab •e s4 sa s• 2 so ° �•� •° ' •• 0a6C Is a+ a2 ,a •° - +'a ae• 1(J �° •° s• 7e is .•°+s s44 1242 30 al a a0 1° •°a3 SS �. k +a °+ �• a+ ,e . 12e +o �s♦2s to a39 34 20 s a30 20 22 36* Is z+l a 'a'�?� �a alto 1° ac e0• a ' s ,° so 06\ a e a7 12 10 e ao _ ` a y � a ao .6 24 a, 17- 's ° a ) 03 ° t ae to + ° `. a 'a ,o ° a a a Frost Penetration Map AVERAGE DEPTH OF FROST PENETRATION — IN INCHES SOURCE: U.S. Dept. of Commerce Weather Bureau FIG. 4-2 i FOUNDATION AND SUPPORT REQUIREMENTS (Continued) SUPPORT REQUIREMENTS The design loads and minimum footing sizes used in the selection of the support structure are set forth in Table 4. The loads and footing sizes are the minimum values to be used for the support structure and are based on the indi- cated roof live load and a floor live load of 40 Psf. The support requirements for homes designed for 60 PSF and higher roof load (and those specifically indicated middle and north zone homes) are found in the Supplement accompanying this manual entitled "Manufactured Home Installation for Perimeter Blocking" All load bearing supports and footings may be subject to Contact the Skyline division that built the home for more approval by the local Enforcement Agency. information concerning perimeter blocking. TABLE 1 PIER LOADING UNDER MAIN I -BEAMS SINGLE -WIDE HOMES NOTES: 1. See Table 4 for minimum footing sizes based on pier loads and allowable soil bearing capacities. The footing sizes and pier loads are minimums required for the applicable conditions. The footing shall not be smaller than the pier it supports of 144 square inches. 2. The maximum spacing of supports is not to exceed 10 feet. 3. Where it is impractical to maintain spacing, such as in the axle area, the average of the distance to each adjacent support may be used to determine support requirements: for example: if the distances to the adjacent supports were 6'-0" and 8'-0", the average spacing would be 7'-0". `��\tllllll►���, 6'-0" 8'-0" CERT _ # 09703 , f STAT -E- OF 10-5-90:' 4+ Pier A Pier B Pier COIAt,?P.• The average spacing for pier B would be (6 + 8) / 2 = 7 ft., therefore, /11II Itt►W pier B would be designed for 7 ft. pier spacing. 4. The last line in the above Table is the weight per foot each main I-beam is carrying. Multiply this number by the span a pier is carrying to determine the required capacity of that pier. 10 12' WIDE HOMES 14' WIDE HOMES 16' WIDE HOMES Pier Spacing Pier Load Pier Load Pier Load Pier Load Pier Load Pier Load Pier Load Pier Load Pier Load Under (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) Main 20 PSF 30 PSF 40 PSF 20 PSF 30 PSF 40 PSF 20 PSF 30 PSF 40 PSF I -Beams Roof Roof Roof Roof Roof Roof Roof Roof Roof (Ft.) Zone Zone Zone Zone Zone Zone Zone Zone Zone 4 2130 2420 2560 2410 2740 2940 2700 3060 3320 5 2660 3020 3190 3020 3420 3670 3370 3830 4150 6 3190 3620 3830 3620 4110 4410 4050 4590 4980 7 3720 4230 4470 4220 4790 5140 4720 5360 5810 8 4250 4830 5110. 4820 5480 5880 5400 6120 6640 9 4780 5440 5750 5430 6160 6610 6070 6890 7470 10 5320 6040 6380 6030 6850 7340 6750 7650 8300 Wt. Per Foot 532 604 638 603 685 734 675 765 830 See Note 4 NOTES: 1. See Table 4 for minimum footing sizes based on pier loads and allowable soil bearing capacities. The footing sizes and pier loads are minimums required for the applicable conditions. The footing shall not be smaller than the pier it supports of 144 square inches. 2. The maximum spacing of supports is not to exceed 10 feet. 3. Where it is impractical to maintain spacing, such as in the axle area, the average of the distance to each adjacent support may be used to determine support requirements: for example: if the distances to the adjacent supports were 6'-0" and 8'-0", the average spacing would be 7'-0". `��\tllllll►���, 6'-0" 8'-0" CERT _ # 09703 , f STAT -E- OF 10-5-90:' 4+ Pier A Pier B Pier COIAt,?P.• The average spacing for pier B would be (6 + 8) / 2 = 7 ft., therefore, /11II Itt►W pier B would be designed for 7 ft. pier spacing. 4. The last line in the above Table is the weight per foot each main I-beam is carrying. Multiply this number by the span a pier is carrying to determine the required capacity of that pier. 10 FOUNDATION AND SUPPORT REQUIREMENTS (Continued) TABLE 2 PIER LOADING UNDER MAIN I -BEAMS DOUBLE -WIDE HOMES NOTES: 1. See Table 4 for minimum footing sizes based on pier loads and allowable soil bearing capacities. The footing sizes and pier loads are minimums required for the applicable conditions. The footing shall not be smaller than the pier it supports or 144 square inches. 2. The maximum spacing of supports is not to exceed 10 feet. 3. Where it is impractical to maintain spacing, such as in the axle area, the average of the distance to each adjacent support may be used to determine support requirements: for example: if the distances to the adjacent supports were 6'-0" and 8'-0", the average spacing would be 7'-0". 4. 5. 61-0" 81-011 I< >I� �I Pier A Pier B Pier C The average spacing for pier B would be (6 + 8) / 2 = 7 ft., therefore, -+•zi •9 pier B would be designed for 7 ft. pier spacing. Concentrated loads at marriage line (see Table 3). The last line in the above Table is the weight per foot each main I-beam is carrying. Multiply this number by the span a pier is carrying to determine the required capacity of that pier. 20" WIDE HOMES 24' WIDE HOMES 26'& 28' WIDE HOMES 32' WIDE HOMES Pier Pier Load Pier Load Pier Load Pier Load Pier Load Pier Load Pier Load Pier load Pier Load Pier Load Pier Load Pier Load Spacing (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) Under 20 PSF 30 PSF 40 PSF 20 PSF 30 PSF 40 PSF 20 PSF 30 PSF 40 PSF 20 PSF 30 PSF 40 PSF Main I -Beams Roof Roof Roof Roof Roof Roof Roof Roof Roof Roof Roof Roof (Ft.) Zone Zone Zone Zone Zone Zone Zone Zone Zone Zone Zone Zone 4 1810 2060 2170 2100 2390 2560 2360 2630 2940 2680 3000 3320 5 2270 2580 2710 2630 2980 3190 2950 3350 3670 3350 3750 4150 6 2720 3100 3260 3150 3580 3830 3540 4020 4410 4020 4500 4980 7 3170 3610 3800 3680 4180 4470 4130 4690 5140 4690 5250 5810 8 3630 4130 4340 4200 4770 5110 4720 5360 5880 5360 6000 6640 9 4080 4640 4880 4730 5370 5750 5310 6030 6610 6030 6750 7470 10 4540 5160 5420 5250 5970 6380 5900 6700 7340 6700 7500 8300 Wt. Per Foot 454 516 542 525 597 638 590 670 734 670 750 830 See Note 5 NOTES: 1. See Table 4 for minimum footing sizes based on pier loads and allowable soil bearing capacities. The footing sizes and pier loads are minimums required for the applicable conditions. The footing shall not be smaller than the pier it supports or 144 square inches. 2. The maximum spacing of supports is not to exceed 10 feet. 3. Where it is impractical to maintain spacing, such as in the axle area, the average of the distance to each adjacent support may be used to determine support requirements: for example: if the distances to the adjacent supports were 6'-0" and 8'-0", the average spacing would be 7'-0". 4. 5. 61-0" 81-011 I< >I� �I Pier A Pier B Pier C The average spacing for pier B would be (6 + 8) / 2 = 7 ft., therefore, -+•zi •9 pier B would be designed for 7 ft. pier spacing. Concentrated loads at marriage line (see Table 3). The last line in the above Table is the weight per foot each main I-beam is carrying. Multiply this number by the span a pier is carrying to determine the required capacity of that pier. FOUNDATION AND SUPPORT REQUIREMENTS (Continued) TABLE 3 PIER LOADING UNDER CENTERLINE BEAM DOUBLE -WIDE HOMES NV I tJ: 1) Where a column is located between two openings, sum the loads for each opening to obtain the required pier load. 2) See table 4 for minimum footing sizes based on pier loads and allowable soil bearing capacities. 3) The concentrated load consist of roof load only. 4) Pier locations at the marriage wall are marked with paint or metal indicator straps. 5) Piers used side by side to obtain the required load are permissible. PIER LOADING AND IN Typical door or window opening - Width varies - see table below. TION UNDER SIDEWALL DOORS AND WINDOWS —Unit sidewall i /Unit sidewall A 4-1 Floor joists . I Typical Pier 7-7 4x4 block, 4" 1 nger than joist spacing. See note 6. / Installed such that it A 4— spans joists on Pier installed when Pier installed when either side oId or joist is not under joist is under door jamb. doorjamb. iamb. TABLE 3A SECTION 'A -A' joists 20' WIDE HOMES 24' WIDE HOMES 26'& 28' WIDE HOMES MAX. OPENING 108" 32' WIDE HOMES Span Between Columns (FT.) See note 1 Pier load Pier load (LBS) (LBS) 20 PSF 30 PSF Roof Roof Zone Zone Pier load (LBS) 40 PSF Roof Zone Pier load (LBS) 20 PSF Roof Zone Pier load (LBS) 30 PSF Roof Zone Pier load (LBS) 40 PSF Roof Zone Pier load (LBS) 20 PSF Roof I Zone Pier load (LBS) 30 PSF Roof Zone Pier load (LBS) 40 PSF Roof Zone Pier load (LBS) 20 PSF Roof Zone Pier load Pier load (LBS) (LBS) 30 PSF 40 PSF Roof Roof Zone Zone 6 900 1200 1500 1080 1440 1800 1260 1680 2100 1350 1800 2250 10 1500 2000 2500 1800 2400 3000 2100 2800 3500 2250 3000 3750 12 1800 2400 3000 2160 2880 3600 2520 3360 4200 2700 3600 4500 14 2100 2800 3500 2520 3360 4320 2940 3920 4900 3150 4200 5250 16 2400 3200 4000 2880 3840 4800 3360 4480 5600 3600 4800 6000 18 2700 3600 4500 3240 4320 5400 3780 5040 6300 4050 5400 6750 20 3000 4000 5000 1 3600 4800 6000 4200 1 5600 7000 4500 6000 7500 24 3600 4800 6000 1 4320 1 5760 7200 5040 1 6720 8400 1 5400 1 7200 9000 NV I tJ: 1) Where a column is located between two openings, sum the loads for each opening to obtain the required pier load. 2) See table 4 for minimum footing sizes based on pier loads and allowable soil bearing capacities. 3) The concentrated load consist of roof load only. 4) Pier locations at the marriage wall are marked with paint or metal indicator straps. 5) Piers used side by side to obtain the required load are permissible. PIER LOADING AND IN Typical door or window opening - Width varies - see table below. TION UNDER SIDEWALL DOORS AND WINDOWS —Unit sidewall i /Unit sidewall A 4-1 Floor joists . I Typical Pier 7-7 4x4 block, 4" 1 nger than joist spacing. See note 6. / Installed such that it A 4— spans joists on Pier installed when Pier installed when either side oId or joist is not under joist is under door jamb. doorjamb. iamb. TABLE 3A SECTION 'A -A' joists NOTES: 1) Piers are required at all entry doors and window openings greater than four feet. 2) Piers are also required at bay windows where sidewall opening is greater than four feet. 3) Piers are not required at door and window openings located along endwalls. 4) Piers are not required at some door and window locations if the floor has been reinforced at the factory. Contact the division that built your home to determine if this is applicable to your home. 5) See table 4 for minimum footing sizes based on pier loads and allowable soil bearing capacities. 6) Maximum pier setback is 6". If pier load (from table 3A) is 1240 lbs. or less, and nominal unit width is 12', 14', 20', 24', 26' or 28' than setback maybe 10" max. If pier load (from table 3A) is 1930 lbs. or less, and nominal unit width is 16',18' or 32' than setback maybe 10" max. 7) For piers between multiple opening, sum the loads for each opening to obtain the � yired load 48" OPENING 78.5" MAX. OPENING 108" MAX. OPENING 121" MAX. OPENING Nominal Unit Width (FT.) Pier load (LBS) 20 PSF Roof Zone Pier load (LBS) 30 PSF Roof Zone Pier load Pier load (LBS) (LBS) 40 PSF 20 PSF Roof Roof Zone Zone Pier load (LBS) 30 PSF Roof Zone Pier load Pier load (LBS) (LBS) 40 PSF 20 PSF Roof Roof Zone Zone Pier load (LBS) 30 PSF Roof Zone Pier load Pier load (LBS) (LBS) 40 PSF 20 PSF Roof Roof Zone Zone Pier load (LBS) 30 PSF Roof Zone Pier load (LBS) 40 PSF Roof Zone 12 500 1 640 790 810 1 1050 1280 1110 1 1440 1760 1250 1610 1980 14 550 1 710 870 890 1160 1430 1230 1600 1960 1370 1780 2200 16 600 780 960 980 1270 1570 1340 1750 2260 1500 1960 2420 18 650 840 1040 1050 1380 1700 1450 1890 2340 1620 2120 2620 20 440 570 690 720 920 1130 990 1270 1550 1100 1420 1730 24 500 640 790 810 1050 1280 1110 1440 1760 1250 1 1610 1980 26 520 680 830 860 1110 1360 1180 1520 1870 1320 1710 2100 28 540 700 860 880 1 1140 1400 1210 1570 1 1930 1350 1750 2160 32 590 760 940 950 1240 1530 1310 1710 2110 1470 1910 2360 NOTES: 1) Piers are required at all entry doors and window openings greater than four feet. 2) Piers are also required at bay windows where sidewall opening is greater than four feet. 3) Piers are not required at door and window openings located along endwalls. 4) Piers are not required at some door and window locations if the floor has been reinforced at the factory. Contact the division that built your home to determine if this is applicable to your home. 5) See table 4 for minimum footing sizes based on pier loads and allowable soil bearing capacities. 6) Maximum pier setback is 6". If pier load (from table 3A) is 1240 lbs. or less, and nominal unit width is 12', 14', 20', 24', 26' or 28' than setback maybe 10" max. If pier load (from table 3A) is 1930 lbs. or less, and nominal unit width is 16',18' or 32' than setback maybe 10" max. 7) For piers between multiple opening, sum the loads for each opening to obtain the � yired load FOUNDATION AND SUPPORT REQUIREMENTS (Continued) PAVILION DORMER BLOCKING Notes: 1) All units that have a Pavilion dormer require additional perimeter blocking. 2) Install piers under door/window openings and at each end of Pavilion wall. Install piers 4'-0" o.c. max between end of pavillion wall and door/window opening. 3) See table 3A for required pier capacities under windows or doors. 4) Piers located at each end of wall and spaced 4'-0" o.c. shall support 1300 lbs. min. 5) For roof loads in excess of 40 PSF, install piers per the "Manufactured Home Installation for Perimeter Blocking" supplement. TABLE 4 FOOTING SIZES TABLE 4A COMMON FOOTING SIZES AND CAPACITIES FOOTING FOOTING CAPACITY AT VARIOUS ALLOWABLE SOIL BEARING VALUES Pounds FOOTING SIZES IN x IN OR EQUAL AREAS SQ. IN. 1500 PSF 2000 PSF REQUIRED 4000 PSF 6000 PSF 16"X16" ALLOWABLE SOIL BEARING VALUE 2665 3555 5335 7110 PIER 1000 PSF 1500 PSF 2000 PSF 3000 PSF 4000 PSF 6000 PSF LOAD REQUIRED TYPICAL REQUIRED TYPICAL REQUIRED TYPICAL REQUIRED TYPICAL REQUIRED TYPICAL REQUIRED TYPICAL CAPACITY AREA SIZES AREA SIZES AREA SIZES AREA SIZES AREA SIZES AREA SIZES (POUNDS) (SQ. IN.) (KAN.) (SQ. IN.) (KAN.) (SQ. IN.) (IMAN.) (SQ. IN.) (IMAN.) (SQ. IN.) (IMAN.) (SQ. IN.) (IMAN.) 1500 216 12x20 144 12x20 144 12x20 144 12x20 144 12x20 144 12x20 2000 288 16x20 192 12x20 144 12x20 144 12x20 144 12x20 144 12x20 2500 360 18x20 240 12x20 180 12x20 144 12x20 144 12x20 144 12x20 3000 432 20x22 288 16x20 216 12x20 144 12x20 144 12x20 144 12x20 3500 504 22x24 336 18x20 252 14x20 168 12x20 144 12x20 144 12x20 4000 576 24x24 384 20x20 288 16x20 192 12x20 144 12x20 144 12x20 4500 648 26x26 432 20x22 324 18x20 216 12x20 162 12x20 144 12x20 5000 720 26x28 480 22x22 360 18x20 240 12x20 180 12x20 144 12x20 5500 792 28x30 528 22x24 396 20x20 264 14x20 198 12x20 144 12x20 6000 864 30x30 576 24x24 432 20x22 288 16x20 216 12x20 144 12x20 6500 936 30x32 624 24x26 468 22x22 312 16x20 234 12x20 156 12x20 7000 1008 32x32 672 26x26 504 22x24 336 18x20 252 14x20 168 12x20 7500 1080 32x34 720 26x28 540 24x24 360 18x20 270 14x20 180 12x20 8000 1152 34x34 768 28x28 576 24x24 384 20x20 288 16x20 192 12x20 8500 1224 34x36 816 .28x30 612 24x26 408 20x22 306 16x20 204 12x20 9000 1296 36x36 864 30x30 648 26x26 432 20x22 324 18x20 216 12x20 9500 1368 3608 912 3002 684 26x28 456 22x22 342 18x20 228 12x20 10000 1440 38x38 1 960 30x32 720 26x28 1 480 22x22 360 18x20 240 12x20 TABLE 4A COMMON FOOTING SIZES AND CAPACITIES FOOTING FOOTING CAPACITY AT VARIOUS ALLOWABLE SOIL BEARING VALUES Pounds SIZE 1000 PSF 1500 PSF 2000 PSF 3000 PSF 4000 PSF 6000 PSF 16"X16" 1780 2665 3555 5335 7110 10665 18"X18" 2250 3375 4500 6750 9000 13500 24"X24" 4000 6000 8000 12000 16000 24000 16"X32" 3555 5335 7110 10665 14220 21335 32"X32" 7110 10665 14220 21335 — — 12"Round 785 1180 1570 2355 3140 4712 16" Round 1395 2095 2790 4190 5585 8375 18" Round 1765 2650 3535 5300 7070 10600 24" Round 3140 4710 6280 9425 12565 18850 36" Round 7070 1 10600 1 14135 1 21205 — — 13 CHAPTER 5 SETUP PROCEDURES WARNING: WHEN SETTING UP THIS HOME, THE FOLLOWING PRECAUTIONS REGARDING JACKING MUST BE FOLLOWED: Moving Home To Location: Make sure the following items 10. Do not go under the home while it is supported on the are completed before placing the home: jacks, unless safety timbers capable of supporting the The site is properly prepared. See Chapter 3. home are in place. • All concrete work necessary to setting the home is finished. • Utilities are installed or available. • Any trenching, for crossover drain lines or for wheels that will be left in place, is complete. • Items that could be difficult to install after the home is sited (such as anchors and ground moisture retarders) are in their proper locations. i CAUTION: THE HOME WEIGHS SEVERAL TONS. USE ADEQUATE TEMPORARY SUPPORT BLOCKING TO SAFEGUARD WORKERS. SKYLINE CORP. RECOM- MENDS WOOD BLOCKING. Positioning Home. When not placing the home on a con- crete slab or poured -in-place footings, mark the corners of the home and lay out footings, and support devices close to where they will be used. Then move the home or first sec- tion into position. Leveling and Blocking — Single -Wide Homes. 1. Before doing any jacking, place support piers for the home in the locations under the home as specified in the home installation instructions. 2. Use a minimum of two jacks, each with a rating of at least ten tons. 3. Jack only on the main chassis I-beam. Locate the jack directly under the vertical web of the I-beam. Do not jack on the seam (joint between flanges) of a twin I-beam. 4. Use a large 3/8 inch thick steel plate, C -channel or other equivalent plate between the main chassis I-beam and the jack head to distribute the load. 5. The jack base, and any blocking must be located on firm ground. 6. Do not operate the jacks while you are under the main I -beams of the home. 7. Use jacks only for raising the home. Do not rely on the jacks to support the home. 8. Place 4" x 6" x 48" min. safety timbers between the I -beams and ground in case of jack failure. Timber should be hardwood. 9. Raise the home in small increments and provide addi- tional blocking between the home and the piers and safety piers as the home is raised. 14 FAILURE TO FOLLOW THESE WARNINGS MAY RESULT IN SERIOUS INJURY OR DEATH. Reminders before jacking... 1. Use only jacks in good condition with a minimum rating of 10 tons. 2. Use a minute man C -Channel jacking plate or equivalent between jack and steel I-beam to distribute the concen- trated loads. (See Figure 5-1) 3. Use a firm support under the jack base to prevent tipping or settling of the jack. Skyline recommends a 12" x 12" or larger pad. 4. Always follow the sequence of jacking outlined below to avoid overstressing structural members. T -BEAM C CHANNEL 8" LONG 10 TON JACK JACK SUPPORT - LOCATE ON FIRM SOIL III -III -III =III=III=III=Ii =11 -III-III-III-III=11 II,_III-III=III.p FIG. 5-1 SETUP PROCEDURES (Continued) The jacking procedure is as follows: After the home is located in its final position, you can preliminarily level it by using the hitch jack but only after adequately wheel blocking the home so it does not roll. 2.- Jack up one side of the home by placing one jack just forward of the front spring hanger and the other just behind the rear spring hanger. These two jacks must be operated simultaneously to raise the home. Jack low side of the home first. Install footings and piers; one just forward of the front jack and another just behind the rear jack (taking care not to exceed the correct spacing selected from Table 1 or 2). 3. Next, jack the main I-beam at the front and position a pier within 2'-0" of the end of the I-beam. At the completion of this step, this side of the home should be approximately level. 4. Repeat Steps 2 and 3 for the other side of the home. At the completion of this step, the home should be roughly level from front to rear and from side to side. 5. Place the remaining pier supports under the main -beam on each side taking care to maintain a maximum distance of no more than the spacing determined from Tables 1 or 2 with piers located with 2'-0" of each end of each I-beam. (See Fig. 5-2) 6. Level the home within reasonable tolerances, using a 6 foot carpenter's level, water level, or similar equipment. The final height adjustment is obtained by jacking the I-beam and placing hardwood shims between the piers and I-beam, or other approved methods such as adjustable piers. THIS LEVELING PROCESS IS IMPORTANT FOR APPEARANCE AND IS ESSENTIAL FOR THE PROPER OPERATION OF DOORS, WIN- DOWS, AND THE DRAINAGE SYSTEM. 7. Place additional supports at each side of sidewall door and window openings over 4'0" wide. (See Table 3A) 8. Within 90 days after initial set-up, the home should be releveled, if necessary, to compensate for any pier set- tlement. Follow the procedure in Item 6 above. NOTE: DURING THE LEVELING OR RELEVELING PROCESS, LOOSEN FRAME TIES AND OVER -THE - ROOF TIES (IF PROVIDED) PRIOR TO JACKING HOME. 15 TC}; -z'-o„ i o �MAXIMLIM PIER G AS I -BEAM I SELECTED FROM TABLE 1 TYPICAL /PIER 101-01, 11 J3 MAX. FIG. 5-2 SETUP PROCEDURES (Continued) LEVELING AND BLOCKING, DOUBLE -WIDE HOMES With the exception of the requirement for support under the marriage wall of double -wide units, leveling and blocking procedures are the same as for single -wide units. The site must be prepared as previously described. Special consid- eration must be given to the footings and pier construction required by (1) local soil conditions, (2) depth of frost line Pier at centerline within 1' of front and rear wall. This pier required only if there is a column located at the front or rear wall. (See Table 3) 11\ t /\ rr, L�� 2'-0" Max. I I I I I L Varies' I Ir • r J L J I f I Piers required at all interior column BEAN) locations, per Table 3. (See detail) J All Max. Pier spacing a s selected from Table 2. C� r1 J Lr LJ L} � I fry rT fry r�l Dimensions vary. If pre construction of footing is desired, contact the Skyline division who manufactured the unit fora applicable dimensions. A it r• �X �(318TE ••• •••• - • aT� ��Q, Centerline Support pier IAl1, '► �o location indicator - •i• Metal strap or centerline NAL t joist marked with paint 0482 MAL beneath home or paper FIG. 5-3 &.SD 76 tag indicating pier location. 16 and (3) special requirements for local jurisdictions. It may be desirable to construct the footings and piers- (to grade height) prior to moving the home to its final location. Pre - construction of the footings and piers to grade may be ac- complished by referring to the pier location diagram, Figure 5-4, making special note of the additional piers required at centerline beam supports. If there are questions regarding pier locations, please contact the division for aid. Piers lo- cated at the centerline, may carry much higher loads than other pier locations. PROPER BLOCKING OF THE CENTERLINE BEAM IS VITAL TO THE PERFORMANCE OF A DOUBLE -WIDE HOME. FIG. 5-4 RIM JOIST AT MARRIAGE LINE \� WHERE AVAILABLE PIERS DO NOT HAVE THE CAPACITY UPLIFT CONNECTOR CAPACITi0FIS REQUIRED BY TABLE 3 FOR MARRIAGE WALL CONCENTRATED LOADS IS 31141 EACH TO BE RESIST -2 OR MORE PIERS MAY BE USED. FOOTINGS AND PIERS SHOWN THE SUM OF PIER CAPACITIES FOR ILLUSTRATIVE PURPOSES AT EACH SUPPORT POINT SHALL ONLY — ANY APPROVED SYSTEM BE AT LEAST EQUAL TO THE LOADS MAY BE USED. SPECIFIED IN TABLE 3. TYPICAL MARRIAGE WALL STRAPS FIG. 5-5 III UPLIFTED CONNECTOR UPLIFT CONNECTOR CAPACITi0FIS MARRIAGE WALL CAPACITY IS 12420 EACH TO RESISTED BY IS 31141 EACH TO BE RESIST ANCHORING H BY ANCHORING EOUIPMENT. EQUIPMENT DARD HURRICANE P CAPACITY IS 31501 CABLE 8 THIMBLE SYSTEM TRAP SHOWN FOR ILLUSTRATION ONLY - ANY APPROVED METHOD RIM JOIST N.Y BE USED. 1/4" CABLE THIMBLE INSERTEDIN CABLE CONNECTOR HOLE. 1/4' CLAMPS GALVANIZED STEEL DARD HURRICANE STRAP CABLE 7132'DIA. (7x7) OR SLOT IN STRAP IS FOR INSTALLA BE CONNECTED 1/4" DIA. (7x17) STANDARD HURRICANE STRAP DESCRIBED DIRECTLY TO APPROVED TENSION CABLE PER TIE- ON PAGE 21. CONNECT TIE -DOWN STRAP ANCHOR. STRAP IS ATTACHED DOWN INSTRUCTIONS DIRECTLY TO UP -UFT CONNECTOR AS SHOWN TO WALL IN FACTORY.. BY FIG. 5-12. (SPLICE DEVICE NOT REQUIRED) TYPICAL MARRIAGE WALL STRAPS FIG. 5-5 SET-UP PROCEDURES (Continued) FIG. 5-6 USE OF WATER LEVEL CONTAINER WATER LINE Tube SUPPORT DEVICE MATERIAL TO MAKE LEVEL • Five Gallon Pail with Lid • Plastic Tubing —100 feet x 3/8" or 1/2" • Cork— 1-1/2" • Male Barbed Fitting — 3/8" x 3/4" • Steet Washer — 7/8" • Nut — 3/4 • Female Barbed Fitting — 3/8" x 1/2" • Male Valve —1/2" • Pipe Sealant • Cake Coloring — 8 oz. "HOW TO USE A WATER LEVEL" i PLACE AT ANY POINT AROUND HOME Unroll Tubing: Position level where it is to be used. Take care not to have kinks in it, step on it or lay anything on it. Check for Air Bubbles: To remove any; lower valve below bottom of container and open. Close valve when they are out. Container Location: Located so valve can reach all areas of home. Build up container so water line in valve end of tubing is at the predetermined height support devices will be set. Leveling of Support Device: Secure valve above determined height and open. Adjust device as needed. Close valve and move to next support device. NOTE: Level all support devices before lowering home. 17 SET-UP PROCEDURES (Continued) DOUBLE -WIDE INTERCONNECTION The procedure for connecting the homes is as follows. 5. With the home aligned at the floor and supported by its 1. Remove the temporary closure materials (polyethylene and batten strips) and position the halves as close to- gether as possible in the final desired location. Do not remove temporary beam supports until step 7 has been completed. 2. Move the first section of home into its desired position. 6 Block and level it in the same manner as described for a single section home. Skyline Corp. recommends, if pos- sible, the heavy half be blocked and leveled first as it is easier to lift and roll the light half and fit into place. 3. Install sill sealer insulating material (provided) around the ceiling (to the ridge beam at the ceiling panel line), end - walls and floor mating line. Fasten sill sealer with staples or nails. See Figure 5-8A. 4. Slide the two halves together with rolling and jacking equipment. Care must be taken during rolling and jack- ing operations to avoid overstressing structural mem- bers. With the halves together at the floor, align the floors at the ends of the home. It is better to have a minor mis- alignment under the siding where it cannot be seen and will not cause a problem, than a small misalignment that will be observed in the interior of the home. foundation, join the floors using 3/8" x 2-1/2" (Use 4-1/2" lags with double perimeter joist) lag screws 2 to 3 feet on center. The centerline gap at the floor should be a maxi- mum of 3/16" Use the procedures outlined on page 16 to level the home and check supports and footings with tables 2 and 3. To obtain access into the ceiling cavity to bolt or alter- nately lag screw the ridge beam sections together, fold back the underlayment paper and remove the 12" wide sheathing panel(s) at the peak. Note that the shingles may not have been installed on one or both halves, at the 12" wide area at the peak. If one side is shingled, it is intended that the beams be lag screwed together. If nei- ther side is shingled, the beam may be lag screwed or bolted together. Bolts to be 3/8" x 4-1/2" at 48" o.c. with 3 additional bolts at 3" o.c. over interior beam supports. Lag screws to be 3/8" x 4-1/2" at 24" o.c. with 6 addi- tional lag screws at 3" o.c. over interior beam supports. (If marriage walls and ridge beam halves have been plated with 3/8" sheathing, then the bolts/lags must be in- creased in length by 3/4" to 5-1/4".) Predrill 1/4" pilot holes for the lag screws at 1-1/2" down from the top of the beam and with a maximum offset from the horizontal of 45 degrees. See Fig. 5-7. NOTE: (1) WHEN BEAM SUPPORT CONSISTS OF A COLUMN INSTEAD OF CLBEARING WALL USE 3 BOLTS AT 3" O.C. EACH SIDE OF COLUMN (2) BEAM MARKED WITH PAINT AT COLUMN LOCATIONS 2' 48** 48" 48' 48 303- 48' 303" r-� 4g^ FIG. 5-7 7. Prior to interconnecting the ridge beam halves, examine the ridge beam ends. Should there be a slight misalign- ment, it can be eliminated by placing a jack under the low side of main beam on one half and use the jack to raise the beam. The alignment can be held by properly bolting or lag screwing the beam halves together. See Fig. 5-8. 8. Place additional pier supports at the centerline at the interior column locations marked on the floor with indica- tor straps or paint (see Figure 5-3 and 5-4 and Table 3). Skyline Corp. provides pier location diagrams for all multi -wide models. These diagrams show the required lo- cations of piers and are very useful in determining pier placement prior to taking receipt of home. Additional 18 piers are required each side of exterior doors and side- wall openings greater than 4' in width. See Table 3A for these pier load requirements. 9. If home has double mating walls, then fasten the mating wall columns together with #8x4" screws 16" o.c. See Figure 5-7A. iBX4' WOOD SCREWS ® 16" O.C. EITHER FASTENING LOCATION SHOWN IS ACCEPTABLE. IF POSTS CONSTRUCTED FROM 2x4'S OR 2x6'S USE TOE -SCREW LOC (1-I& PENETRATION REQUIRED.) MATING LINE INTERIOR SUPPORT POST CONFIGURATIONS (TYR) FIG. 5-7A SET-UP PROCEDURES (Continued) DOUBLE -WIDE INTERCONNECTION (continued) NOTE: IT IS IMPORTANT TO HAVE ROOF/CEILING SECTIONS FLUSH AT MATING LINE PRIOR TO FASTENING OF RIDGE BEAM HALVES. IF THEY ARE NOT FLUSH, THEN THE LOW SIDE SHOULD BE RAISED BY JACKING WITH A WOOD POST OR STEEL PIPE WITH A WOOD OR METAL PAD AT THE CEILING. PLACE THE BASE OF THE JACK ACROSS THE FLOOR MATING LINE SO THAT IS RESTS ON BOTH HALVES. JACK AGAINST CEILING ONLY IN AREAS WHERE THERE IS NO MARRIAGE WALL. Pad on ceiling section to be raised. Base over both floors at mating line. FIG. 5-8 rvmu119 11110 11111 /umt FIG. 5-8A ATTACHMENT OF GYPSUM PANELS AT DOUBLE -WIDE CENTERLINE Some multiple -wide units will have a gypsum panel left off at the centerline for field attachment. Fasten the factory supplied gypsum wallboard panel(s) at the center of the endwalls after the units have been attached. Fasten the panel(s) to the wall framing as described in figure 5-86 below. : Centerline of Unit. Blocking if required, will I Gypsum Wallboard be factory provided. I / Panels Fasten 5/16" gypsum panels to framing with 3/16'k1" staples or W for field installed 1"washer head screws 6" o.c. around perimeter 812" o.c. in gyp. Panel. I the field. Fasten 1/2" gypsum w/1-5/8" x 0.099" gypsum nails 8" o.c. or 1-1/4" type'W' drywall screws 12" o.c. It gypsum is overlaying 3.6mm lauan, then increase fastener lengths 1/4". _ Gypsum may be glued to framing (optional) in combination with INTERIOR VIEW w/mechanical fastening above. Use an approved glue. FIG. 5-8B 19 Center gypsum panel is field installed. required gypsum panels, fasteners and adhesives are supplied by the factory. SETUP PROCEDURES (Continued) MANUFACTURED HOME TIE -DOWN INSTRUCTIONS The support system must also resist lifting, sliding, and overturning forces resulting from side winds. A method used is to install ground anchors and tie -down straps in addition to the piers. Tie -downs as described are the minimum nec- essary if the home is to withstand its design loads without dislocation. On multi -section homes, sections must be fas- tened together and level before tie -down straps are installed. WARNING BEFORE GROUND ANCHOR INSTALLATION, DETER- MINE THAT THE ANCHOR LOCATIONS AROUND THE HOME WILL NOT BE CLOSE TO ANY UNDERGROUND ELECTRICAL CABLES, WATER LINES OR SEWER PIPING. FAILURE TO DETERMINE THE LOCATION OF UNDERGROUND ELECTRICAL CABLES MAY RESULT IN SERIOUS INJURY AND EVEN DEATH. NOTE: IN THE FRAME TIE -DOWN SYSTEM, IT IS IMPOR- TANT TO USE MATERIALS OF PROPER DESIGN AND OF ADEQUATE QUALITY. THE MATERIAL SPECIFICA- TIONS CONTAINED HEREIN SHOULD BE CONSIDERED AS MINIMUM REQUIREMENTS. Materials not furnished with the home which will be nec- essary to complete the tie -down system must meet the re- quirements set forth below. Such materials would include: 1. Cable or steel strap with a breaking strength of at least 4,725 pounds e.g. galvanized aircraft cable at least 1/4" diameter orType 1, Finish B, Grade 1 steel strapping 1-1/4" wide and.0.035" thick, conforming with ASTM D3953-91. 2. Galvanized connection devices such as turnbuckles, eyebolts, strap buckles, and cable clamps should be rated at 3,150 working load minimum. 3. Ground anchors — capable of withstanding at least a 4725 pound pull. Anchors must be installed as specified by the anchor manufacturer. Stabilizers or concrete col- lars may be required by anchor manufacturer. THE HOME MUST BE IN ITS FINAL LEVEL POSITION PRIOR TO TYING IT DOWN The procedure for tying down the manufactured home is as follows: 1. Position and install the ground anchors under exterior walls so that the final strap angle and height (H) will be within the limits shown in tables 5 thru 6C. 2. Connect the straps to the frame and ground anchors (See Figs. 5-9 and 5-10). 3. Tighten the straps using the tensioning device provided with the ground anchors. Use caution to avoid overten- sioning the straps which might pull the home off the piers. It is recommended that all straps be tightened only enough to remove slack. Then, after all straps are installed and the slack removed, tension the straps. 20 4. The Strap Tension should be rechecked at frequent in- tervals until all pier settlement has stopped. CAUTION. DURING THE RELEVELING PROCESS, DO NOT JACK THE HOME AGAINST TIGHT STRAPS. SETUP PROCEDURES (Continued) MANUFACTURED HOME TIE -DOWN INSTRUCTIONS (Continued) OPTIONAL OVER THE ROOF STRAP PROCEDURE If over -the -roof straps are provided (optional on all homes) the may be connected to ground anchors as specified in the following procedure in order to achieve additional stability in extreme winds. Note that the frame tie -down procedure on page 20 is still mandatory. STEP 1 STRAP BUCKLE NOT PROVIDED PULL TIGHT DOWN TO ANCF T. M ut/ - Q �N 21% tL �N .•Oo Strap to to frame tie -down procedure %''!0'98 Note: Beam attachment device may be run to top or FIG. J_9 bottom of I -Beam if device is approved in that manner. Materials not furnished with the home which will be nec- essary to properly connect the over -the -roof straps are: 1. Ground anchors capable of withstanding at least 4,750 pound pull when installed in the soil at the site. 2. Strap end connection devices (See Fig. 5-10). THE HOME MUST BE IN ITS FINAL LEVEL POSITION WITH FRAME TIES INSTALLED BEFORE CONNECTING THE OVER -THE -ROOF STRAPS. The procedure for over -the -roof strap installation is as follows: 1. Position and install the ground anchors so that the strap will be vertical after attachment to the anchor. The anchor may be installed slightly beneath the home to avoid in- terference with skirting (See Fig. 5-11). 2. Insert the minuteman connector yoke through the eye in the anchor and insert slotted bolt through the yoke. 3. Place end of strap through slotted bolt and remove slack by turning bolt. DO NOT TENSION UNTIL BOTH ENDS OF STRAP ARE CONNECTED. 4. Tension and lock minuteman connector in position; con- sult instructions furnished with connectors. 5. Check strap tension (See step 4 under frame tie -down procedure). 6. For double -wide homes see Fig. 5-12 for the splice con- nection at the centerline. I/ MIN. MINUTEMAN STRAP DEVICE OR OPTIONAL UNDER -SKIN STEEL STRAP EQUIVALENT (FACTORY INSTALLED) LiSTRAPS TO BE APPROVED INSTALLED ` ANCHOR .r VERTICALLY FIG. 5-10 ANCHOR FIG. 5-11 ANCHOR 1. Insert end of the strap through the slot on the splice device, allowing 15" of strap to extend DOUBLEWIDE OPTIONAL through the device. OVER -THE -ROOF STRAPS 2. Make a 180 degree bend in the strap and slide a STEP I - strap seal over the double thickness of strap, posiZ_j tioning the strap seal as close to the splice device as possible. Compress the strap seal on the strap® STRAP SEAL with a pair of vise grip pliers or hammer, or crimp strap seal with an A -B Chance crimping tool. (Make SPLICE DEVICE all bends in the strap as sharp as possible by © STEP 2 crimping with vise grip or larger pliers). 3. Bend strap back over the seal and insert back through the slot on the splice device. Flatten bend with vise grip pliers of hammer. 4. Repeat steps 1 through 3 with the mating strap. STEP 3 Draw the completed assembly down to the ridge FIG. 5-12Q beam by tensioning the strap in the ground anchor. 21 TABLES STRAP ANGLE TABLE FOR STANDARD HEIGHT PIERS SINGLE-WIDES WIND ZONE I WIND ZONE I ANCHORS/STRAPS 12'0.C. ANCHORS/STRAPS 14'0.C. MIN STRAP ANGLE 18 DEGREES 22 DEGREES MAX. STRAP ANGLE 47 DEGREES 37 DEGREES DOUBLE-WIDES ANCHORS/STRAPS 12'0.C. ANCHORS/STRAPS 14'0.C. MIN STRAP ANGLE 8 Degrees, 10.5 Degrees for 32' Wides 1 8 Degrees, 12.5 Degrees for 32' Wides MAX. STRAP ANGLE 43 Degrees, 54.5 Degrees for 32' Wides 33 Degrees, 47 Degrees for 32' Wides DOUBLE-WIDES WITH 5/12 ROOF PITCH ANCHORS/STRAPS 8'0.C. NA TRAP ANGLE 5.4 Degrees, 3.4 Degrees for 32' Wides 'F - ,., ��•.:12ZTRAP ANGLE 1 42.5 Degrees, 41.5 Degrees for 32' Wides - m . "315*I®IN./MAX. of ANCHORS/STRAPS 14'0.C. PIER HEIGHTS FOR STANDARD HEIGHT PIER SINGLE-WIDES WIND ZONE 1 75.5 82 99.5 A .• e• WIND ZONE 1 - - 12 32 12 39 12 45 - - - - 12 23 12 30 12 35 12 56 12 14 12 22 12 25 12 29 - - - - 12 19 12 23 12 27 - - ANCHORS/STRAPS 12'0.C. ANCHORS/STRAPS H MAX in 412-NEAM SPACING in 82 92.5 H MAX in 82 H MIN in H MAX in 28 ft WIDES 12.5 13.5 1 H 32 ft WIDES H MIN in WIDES H MAX in 36 32 23 25 34 14 ft H MIN in 14 12 12 17 13 WIDES H MAX in 48 44 35 34 31 16 ft H MIN in 16 13 12 19 15 WIDES H MAX in 60 56 47 42 40 18 ft H MIN in - - 12 - - WIDES H MAX in - - 58 - - DOUBLE-WIDES 14'0.C. 99.5 12 16 12 25 12 33 MAIN I -BEAM SPACING in ANCHORS/STRAPS 12'0.C. ANCHORS/STRAPS 14'0.C. 75.5 82 99.5 75.5 82 99.5 20 ft WIDES H MIN in 12 23 12 36 12 42 12 48 - - - - 12 32 12 39 12 45 - - - - 12 23 12 30 12 35 12 56 12 14 12 22 12 25 12 29 - - - - 12 19 12 23 12 27 - - - - 12 14 12 18 12 21 12 43 H MAX in 24 ft WIDES H MIN in H MAX in 26 ft WIDES H MIN in H MAX in 28 ft WIDES H MIN in H MAX in 32 ft WIDES H MIN in H MAX in ror aouoiewiaes wan n, cemng neignt ana wma cone i, suotract o-- trom max. pier neignt ana o aegrees -m max strap angle. Not appucame to an 2 root moaeis. DOUBLE-WIDES WITH 5/12 ROOF PITCH MAIN I -BEAM SPACING in ANCHORS/STRAPS 8' O.C. NA 75.5 82 99.5 75.5 82 99.5 28 ft WIDES H MIN in - - 12 - - 27.5 - - 12 - - 35.5 - - - - - - - - - - - - H MAX in 32 ft WIDES H MIN in H MAX in See Table 5 & 5A for spacing 6" typ. I -Beam A A Strap , Anchor ANCHOR TIE DOWN DETAIL FIG. 5-13 - See Fig. 5-9 trap - See page 20 for specs. 1" min I Main Frame H Strap Angle -------- --- �- Anchor rated and installed per , 22 Anchor manufacturer's instructions SECTION A -A •9� TABLE 5A STRAP ANGLE TABLE FOR HIGHER THAN STANDARD PIERS SINGLE-WIDES WIND ZONE I WIND ZONE I ANCHORS/STRAPS 8' O.C. ANCHORS/STRAPS 6' O.C. MIN STRAP ANGLE 18 DEGREES - MAX. STRAP ANGLE 63 DEGREES - MIN STRAP ANGLE s: v DOUBLE-WIDES ANCHORS/STRAPS 8'0.C. ANCHORS/STRAPS 6' O.C. 6 Degrees, 7 Degrees for 32' Wides 4 Degrees, 5.5 Degrees for 32' Wides 63 Degrees, 67 Degrees for 32' Wides 1 70 Degrees, 73 Degrees for 32' Wides OF If IMAX. PIER HEIGHTS FOR HIGHER THAN STANDARD PIERS SINGLE-WIDES WIND ZONE I 11 rl e® WIND ZONE I MAIN I -BEAM SPACING in ANCHORS/STRAPS 8' O.C. ANCHORS/STRAPS 6' O.C. 75.5 82 99.5 75.5 82 99.5 12 ft WIDES H MIN in 12 12 12 66 59 42 14 13 12 72 72 64 18 17 14 72 72 72 - - 18 - - 72 - - - - - - - - - - - - - - - - - - - - - - - - H MAX in 14 ft WIDES H MIN in H MAX in 16 ft WIDES H MIN in H MAX in 18 ft WIDES H MIN in H MAX in DOUBLE-WIDES MAIN I -BEAM SPACING in ANCHORS/STRAPS 8' O.C. ANCHORS/STRAPS 6' O.C. 75.5 82 99.5 75.5 82 99.5 20 ft WIDES H MIN in 12 42 12 67 12 72 12 72 - - - - - 12 60 12 72 12 72 - - - - 12 43 12 55 12 65 12 72 12 60 12 72 12 72 12 72 - - - - 12 72 12 72 12 72 - - - - 12 60 12 72 12 72 12 72 H MAX in 24 ft WIDES H MIN in H MAX in 26 ft WIDES H MIN in H MAX in 28 ft WIDES H MIN in H MAX in 32 ft WIDES H MIN in H MAX in See Table 5 & 5A for spacing V. typ. f— 1 -Beam A A Strap Anchor ANCHOR TIE DOWN DETAIL FIG. 5-14 23 Buckle - See Fig. 5-9 Strap - See page 20 for specs. 1" min I Main Frame H Strap Angle .......... - - ------ Anchor rated and installed per 01, Anchor manufacturer's instructions SECTION A -A TIE -DOWN DETAILS FOR EXTRA TALL PIERS (UP TO 8811) WIND ZONE I ONLY TABLE 5B Straps and 99.5" anchors to be la 'I 1 1 installed 6'-0" 'eoe�e Y ease o.c. maximum. Ae� •, H o��� • .Q:i&ST ,� • r OF 3 • �-------------- V ........ ........... --------------- --------� ------------ � - � .� o • oa TYPICAL SINGLEWIDE s ooe .�Lo�ev eaeeoeaeeo°°° 9� A - H Straps and anchors to be installed 12'-0" 99.5", except 24' wides ' O.C. maximum. may be 99.5", 82" or 8'-0" O.C. 75.5" I maximum for units with 5/12 roof pitch. TYPICAL DOUBLEWIDE A Notes: 1) Straps and anchors to be rated for 3150 lbs. of working stress min. 2) See page 20 for strap material specification, connection to I -Beam and all other setup information. 3) See page 9 for required pier construction. 24 NOMINAL UNIT WIDTH Singlewides Doublewides Doublewides with 5112 Roof Pitch 14' 16' 24' 28' 1 32' 28' 32' Strap Angle, A (degrees) Min. 8 8 9.1 12.1 15.7 10 7.5 Max. 69.9 63.9 39.9 34.6 32.2 34.6 32.2 Pier Height, H inches Min. 12 12 18 28 40 23 19 Max. 88 -88 88 88 88 88 88 Notes: 1) Straps and anchors to be rated for 3150 lbs. of working stress min. 2) See page 20 for strap material specification, connection to I -Beam and all other setup information. 3) See page 9 for required pier construction. 24 STANDARD TIE DOWN DETAILS TABLE 6 rp Ad- - - .1►°�+�i� F� C o " �asr •� W J � O • r p3 y� 14' = SEE NOTE /1 ` HGF O F•e-1 L"�T pIAN�: �, .a � W ri• Ss+ G� STRAP ANGLE STRAP ANGLE G N � 41' TO 50' `' �•� ANCHOR TO BE RATED FOR 36841 OF WORKING STRESS, TOTAL FOR BOTH STRAPS. <� (INSTALLED PER ANCHOR MANUFACTURES INSTRUCTIONS SEE NOTE 3) SINGLE WIDE DISTALL STRAP It ANCHORS 6'-S' ® ZONE II 5'-4' ® ZONE III a 4'-0' @ ZONE R a M FOR SHED ROOF SINGLEWIDES SEE TABLE FOR ELEVATION k STRAP ANGLE LIMITATIONS U SEE NOTE i1 F -a F r'T1 � rT1 I' -T STRAP ANGLE ANCHOR TO BE RATED FOR 36841 OF WORKING STRESS, TOTAL FOR BOTH STRAPS. (INSTALLED PER ANCHOR MANUFACTURES INSTRUCTIONS SEE NOTE 3) DOUBLE WIDE USE 24' WIDE RESULTS FOR 12' HALF OF 22' IDE DOUBLE HIDES. WIDTH WIND ZONE II MN. a MAX. YIN. 6 MAX. ELEVATION DIAGONAL STRAP ANGLE WIND ZONE III MDL & MAX. MDL 6 MAX. ELEVATION DIAGONAL STRAP ANGLE 12' z �N 25' TO 40' 14' TO 26' o� 14' 12' TO 27' 20.5' TO 40' 12' TO 28' 20.5' TO 41' m� 6 W - 41' TO 50' G N � 41' TO 50' 14 SHED ROOF 23.4 TO 38.4 <� 23.4 TO 38.4 T1 16' 16' TO 36' 20.5' TO 40' STRAP ANGLE 19.5' TO 41' SINGLE WIDE DISTALL STRAP It ANCHORS 6'-S' ® ZONE II 5'-4' ® ZONE III a 4'-0' @ ZONE R a M FOR SHED ROOF SINGLEWIDES SEE TABLE FOR ELEVATION k STRAP ANGLE LIMITATIONS U SEE NOTE i1 F -a F r'T1 � rT1 I' -T STRAP ANGLE ANCHOR TO BE RATED FOR 36841 OF WORKING STRESS, TOTAL FOR BOTH STRAPS. (INSTALLED PER ANCHOR MANUFACTURES INSTRUCTIONS SEE NOTE 3) DOUBLE WIDE USE 24' WIDE RESULTS FOR 12' HALF OF 22' IDE DOUBLE HIDES. WIDTH WIND ZONE II MN. a MAX. YIN. 6 MAX. ELEVATION DIAGONAL STRAP ANGLE WIND ZONE III MDL & MAX. MDL 6 MAX. ELEVATION DIAGONAL STRAP ANGLE 12' 14' TO 15' 25' TO 40' 14' TO 26' 25' TO 41' 14' 12' TO 27' 20.5' TO 40' 12' TO 28' 20.5' TO 41' 12' SHED ROOF 25.2' TO 34.6' 41' TO 50' 25.2' TO 34.6' 41' TO 50' 14 SHED ROOF 23.4 TO 38.4 36' TO 50' 23.4 TO 38.4 36' TO 50' 16' 16' TO 36' 20.5' TO 40' 15.5' TO 38' 19.5' TO 41' 18' 20' TO 44' 20.5' TO 40' 19' TO 47' 19.5' TO 41' 20' OR 22' 12' TO 15' 34' TO 40' 12' TO 16' 34' TO 42' 24' 12' TO 22' 24.5' TO 40' 12' TO 23.5' 24.5' TO 42' 28' 12' TO 23.5' 23' TO 40' 12- TO 25.5 23' TO 42' 32' 12' TO 33' 16.6' TO 39.3' 12' TO 36' 16.6' TO 41.8' NOTES : 1.) FOR STRAP MATERIAL SPECIFICATION, CONNECTION TO FRAME I -BEAN k OTHER SETUP INFORMATION, REFER TO SKYLINE INSTALLATION MANUAL 2.) FOR ANCHORING SYSTEMS, THE INSTRUCTIONS SHALL INDICATE : A) THE MINIMUM ANCHOR CAPACITY REQUIRED ; B) ANCHORS SHOULD BE CERTIFIED BY PROFESSIONAL ENGINEER, ARCHITECT, OR A NATIONALLY RECOGNIZED TESTING LABORATORY AS TO THEIR RESISTANCE, BASED ON THE MAXIMUM ANGLE OF DIAGONAL TIE AND/OR VERTICAL TIE LOADING AND ANGLE OF ANCHOR INSTALLATION, AND TYPE OF SOIL IN WHICH THE ANCHOR IS TO BE INSTALLED; C) GROUND ANCHORS SHOULD BE EMBEDDED BELOW THE FROST UNE AND BE AT LEAST 12 INCHES ABOVE THE WATER TABLE; D) GROUND ANCHORS SHOULD BE INSTALLED TO THEIR FULL DEPTH, AND STABILIZER PLATES SHOULD BE INSTALLED TO PROVIDE ADDED RESISTANCE TO OVERTURNING OR SUDING FORCES; E) ANCHORING EQUIPMENT SHOULD BE CERTIFIED BY A PROFESSIONAL ENGINEER OR ARCHITECT TO RESIST THESE SPECIFIED FORCES IN ACCORDANCE WMTH TESTING PROCEDURES IN ASTM STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL AND SEALS. 3.) ANCHORS RATED • 31501 OF WORKING STRESS TOTAL FOR BOTH STRAPS, MAY BE USED IF STRAP k ANCHOR SPACING IS REDUCED 10 5'-8' ® WIND ZONE II AND 4'-6' ® WIND ZONE IL STRAPS AND ANCHORS MAY BE INSTALLED 4'-0. O.C. ON SHED ROOF SINGLEWIDES WITH ANCHORS RATED III 3150. 4.) THE A -B CHANCE STRAP SEAL DEVICE DEPICTED BY FIG. 5-12 MAY BE USED AS DIRECTED FOR ATTACHING THE REQUIRED DOUBLEWIDE CENTERLINE STRAPS TO GROUND ANCHORS 5.) STANDARD TIEDOMM DETAILS ARE NOT APPUCABLE TO 5/12 ROOF PITCH DOUBLEWIDES 0 WIND ZONE II k 11. SKYLINE CORP. 25 Sidewall straps are factory installed. z Ground anchor (typical). TIE DOWN DETAILS FOR 5/12 ROOF PITCH DOUBLE WIDES AT WIND ZONE II & III TABLE M Optional Strap location A2 H1 Standard Strap Al NOTES: 1) Straps and anchors to be rated for 3150 lbs. of working stress (min.). 2) Use H1 and Al for standard strap location. Use H2 and A2 for optional strap location. 3) See page 20 for strap material specification, connection to I -Beam and other setup information. 4) The A -B chance strap seal device depicted by Fig. 5-12 may be used as directed for attaching the required doublewide centerline straps to ground anchors. 26 Straps and Anchors to be spaced 6'-0" o.c. max. @ Zone II 5'-4" o.c. max. @ Zone III. oc�a;,aoaao•- q.Z3.99 L_1 WIND ZONE 1/ (100 mph) Unit Width H max. H min. Angle max. Angle min. 24' 48" 12" 23.2 degrees 6.12 degrees 26' 48" 12" 20.3 degrees 6.12 degrees 28' 48" 12" 20.3 degrees 5.28 degrees 32' 48" 12" 18.96 degrees 4.91 degrees NOTES: 1) Straps and anchors to be rated for 3150 lbs. of working stress (min.). 2) Use H1 and Al for standard strap location. Use H2 and A2 for optional strap location. 3) See page 20 for strap material specification, connection to I -Beam and other setup information. 4) The A -B chance strap seal device depicted by Fig. 5-12 may be used as directed for attaching the required doublewide centerline straps to ground anchors. 26 Straps and Anchors to be spaced 6'-0" o.c. max. @ Zone II 5'-4" o.c. max. @ Zone III. oc�a;,aoaao•- q.Z3.99 L_1 WIND ZONE /it (110 mph) Unit Width H max. H min. Angle max. Angle min. 24' 30" 12" 15.0 degrees 6.12 degrees 26' 30" 12" 13.85 degrees 6.12 degrees 28' 32" 12" 13.85 degrees 5.28 degrees 32' 32" 12" 12.9 degrees 4.91 degrees NOTES: 1) Straps and anchors to be rated for 3150 lbs. of working stress (min.). 2) Use H1 and Al for standard strap location. Use H2 and A2 for optional strap location. 3) See page 20 for strap material specification, connection to I -Beam and other setup information. 4) The A -B chance strap seal device depicted by Fig. 5-12 may be used as directed for attaching the required doublewide centerline straps to ground anchors. 26 Straps and Anchors to be spaced 6'-0" o.c. max. @ Zone II 5'-4" o.c. max. @ Zone III. oc�a;,aoaao•- q.Z3.99 L_1 Factory installed sidewall strap. Not required at Wind Zone I. Ground anchor (typical). TIE -DOWN DETAILS FOR UNITS WITH 102" SIDEWALLS WIND ZONE 1 & II ONLY TABLE 6B Factory installed sidewall strap. Not required at Wind Zone I. H Tiedown Strap location Ground anchor _�♦�� (typical) 426 TYPICAL SINGLEWIDE NOTES: ) Straps and anchors to be rated for 3150 lbs. of working stress (min.). !) See page 20 for strap material specification, connection to I -Beam and other setup information. t) Main I -Beam spacing to be 99.5" min. on all units. i) Not available on 5/12 roof pitch units at Wind Zone II. 27 WIND ZONE I Unit Width H max. mn. Angie max. Angle min. 14'sin lewide 32" 45.0 degrees 19.0 de rees 16'sin lewide 44.5" 14" 46.0 degrees 18.0 degrees 28'doublewide 36" 50.0 degrees 7.0 degrees 32'doublewide 49.5" 12" 51.0 de rees 10.0 degrees 28' doublewide with 5/12 roof pitch 25.25' 12" 40.0 degrees 6.5 degrees NOTES: ) Straps and anchors to be rated for 3150 lbs. of working stress (min.). !) See page 20 for strap material specification, connection to I -Beam and other setup information. t) Main I -Beam spacing to be 99.5" min. on all units. i) Not available on 5/12 roof pitch units at Wind Zone II. 27 WIND ZONE 11 Unit Width H max. Hmin. Angle max. Angle min. 14' sin lewide 28" 13" 41.0 degrees 22.0 degrees 16' sin lewide 37" 17.5" 40.5 degrees 22.0 degrees 28' doublewide 25" 12" 41.5 degrees 23.0 degrees 32' doublewide 35" 12" 41.0 degrees 16.6 degrees NOTES: ) Straps and anchors to be rated for 3150 lbs. of working stress (min.). !) See page 20 for strap material specification, connection to I -Beam and other setup information. t) Main I -Beam spacing to be 99.5" min. on all units. i) Not available on 5/12 roof pitch units at Wind Zone II. 27 T 1 -BEAM ;,---L--------------�- L 1-�A11--- - TAG UNIT — L - TYPICAL DOUBLEWIDE W/TAG Glt011ND ANCHORS AL REDOWNS MAK HORIZONTAL ANGLE (SEE TABLE) n I-BEAMFRONT OR REAR CROSS MEMBER TOP VIEW END OF HOME MAIN I -BEAM FRONT ON REAR I — I CROSS MEMBER LONGITUDINAL TIEDOWNS L _ J T_ I MAX yE E TC��llf GROUND ANCHOR l� \j�l rGROUND LEVEL VERICAL ANGLE IS MEASURED FROM STRAP TO LEVEL HORIZONTAL PLANE 0 ANCHOR. ANGLES �1-------------- TYPICAL SINGLEWIDE TYPICAL DOUBLEWIDE TYPICAL TRIPLEWIDE / MAN I -BEAN \ SHOULDER -TYPE EYE BOLT, NUT & WASHER NOT PROVIDED P UI STRA CABLE-FRAME TIEDOWN CONNECTION SIDE VIEW 2 TIE -DOWN STRAPS @ FRONT & REAR OF EACH FLOOR. WIND ZONE II NONUNAL UNIT WIDTH Heel SNGLEWIDES DOUBLEWIDE9 I DOUBLEWIDES W/5/12 ROOF PITCH 2 TIE -DOWN STRAPS @ FRONT & REAR OF EACH FLOOR. WIND ZONE III NOMINAL UNT WIDTH (feeU SNGLEWADES OOUBLEWIDES I DOIBLEWDES W/5/12 ROOF I ANGLES (DEGREES) 1 12' 1 14' 1 16' 1 18' 1 24' 1 26' 1 28' 1 31' 1 24' 1 26' 1 28' 1 32' 1 TRIPLEWDES I TAG UMTS I ANGLES (DEGREESI 4 TIE -DOWN STRAPS @ FRONT & REAR OF EACH FLOOR. WIND ZONE 11 NOMINAL UNIT WIDTH (feel) SNGLEWIDES DOIBLEWIDES I DOIBLEWDES W/5/12 ROOF PITCH 4 TIE -DOWN STRAPS @ FRONT & REAR OF EACH FLOOR. WIND ZONE III NOMINAL UNIT WIDTH (f"Q SNGLEWIDES DOUBLEWDES I DOUN EWDES W/5/12 RO NA ANGLES IDEGREESI16' 1 18' 1 24' 1 26' 1 28' 1 31' 1 24' I 26' I 28' 1 32' ITRIPLEWDES I TAG UMTS 1 YAX. VERTICAL ANGLE 56 49 41 31 54 51 41 39 49 45 41 28 42 NA TABLE 6C NOTES: 1.) LONGITUDINAL TIEDOWNS ARE IN ADDITION TO DIAGONAL TIEDOWNS ALONG THE MAIN RAILS. 2.) GROUND ANCHORS, STAPS & CABLES (INCLUDING EYEBOLT, NUT, ETC.) SHALL BE CAPABLE OF RESISTING AN ULTIMATE LOAD OF 4725 lbs. (3150 lbs. DESIGN) MIN. INSTALL GROUND ANCHOR IN ACCORDANCE WITH GROUND ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS. SEE NOTE 2 FACE 25. 3.) ANCHORAGE SYSTEM SUBJECT TO LOCAL INSPECTION AT THE TIME OF INSTALLATION. 4.) OTHER METHODS APPROVED BY LOCAL BUILDING AUTHORITIES MAY BE USED. 5.) LONGITUDINAL TIEDOWNS ARE NOT REQUIRED AT WIND ZONE I. 6.) IF A DOUBLEWIDE UNIT HAS A ROOF PITCH EXCEEDING 3/12 (i.e. 4/12) THEN USE 5/11 ROOF PITCH REQUIREMENTS. 28 SETUP PROCEDURES (Continued) TIE DOWN STRAP INSTALLATION EXAMPLE To properly install ground anchors and tie -down straps for a home, certain criteria must be established. This criteria is as follows: 1. Width of the home. 2. Main I-beam spacing of the home. 3. Wind Zone area where home is to be placed. 4. Distance from bottom of I -Beam to ground. 5. Torque reading of the soil. 6. Nominal Roof pitch of unit (for doublewides). For this example assume the home being installed is a 14 foot wide (singlewide) by 66 feet long. The home is being installed in Wind Zone I, and the main I-beam spacing has been established at 99-1/2 inches. The home has a 12 inch tall I -Beam, and the clearance from the I-beam to the ground is measured at 20 inches. To determine the distance (H) from the ground to the underside of the floor add the I-beam depth (12") to the clearance between I-beam and the ground (20"). Therefore H = 12" + 20" = 32". - From Table 5 on page 22 (Wind Zone 1) determine the maximum allowable strap spacing. Enter table at left hand side for 14' wides, and check the maximum pier height (H) for 99.5" I-beam spacing. H max. = 35" with straps/anchors Spaced at 12' o.c. maximum. Therefore, tie -down strap 29 spacing should not exceed 12 foot on center. If the home were placed in a Wind Zone II or III area, the tables on pages 25 or 26 would be used. Next, determine the correct soil anchors to be used. An anchor soil test probe is required to test the soil where the example home is to be set. The soil test probe looks like a long drill bit with a fitting at the top which accepts a torque wrench. The torque required to turn the probe, when the probe reaches the desired anchor depth is measured. The anchor manufacturer provides a chart relating the measured torque value to the type of anchor required to provide the desired holding force. AN INCORRECTLY SELECTED ANCHOR WILL NOT PROVIDE THE REQUIRED LOAD RESISTANCE. For this example, assume a torque of 300 inch -pounds was measured at a probe depth of 4 feet. A class 4 soil is indicated from the anchor manufacturer data. The correct anchor would be identified and rated for a class 4 soil. Soil anchors must be installed as directed by the anchor manufacturer. If the direction of the pull is not in line with the shaft of the anchor, a concrete cylinder collar or a ground anchor stabilizer plate is required. The anchor manufacturer installation instructions should describe the correct anchor placement with regard to direction, water table level and frost line location. SET-UP PROCEDURES (Continued) DOUBLE -WIDE EXTERIOR CLOSURE HARDBOARD SIDING Fasten the precut strip of masonite with 8d galvanized nails (head should be painted to match the siding) 4" o.c. around the perimeter and 8" o.c. on the intermediate studs. Apply trim and caulking at the centerline, horizontal joints, and around windows (if required) as illustrated by the details in Figure 5-18. (in cases where the masonite has to be cut to fit in the field, the ripped edges should be stained to match the siding with acrylic latex stain.) Note: Use 8d galvanized Figure A Figure B box nails w/min. 3/16' Vertical Masonite Application Double Wide Masonite dia. heads at 4" o.c. around perimeter and 8" Close -Off Application o.c. at intermediate 16'o'c.max. studs. typical studs i Unit Centerline 3/8" Typ.- . .................... ........ .................. 8" Typ. Butyl caulking 4" Typ. at joint Masonite Siding Close -off n MasoitCl Typ. ff field installed w/8d galvanized box 8d galvanized nails 8" o.c. at Wind Zone 1, 6" box nails 4" o.c. Type.0 o.c. at Wind Zones 11 and Ill. • 4-3 1-1/8" Typ. Stain edges to match Perimeter Joist Masonite (See note 1) Centerline Stain bottom edge Figure C Figure D Vertical Joint Horizontal Joint Masonite Caulk joint w/Butyl caulking . . ........... Flashing Masonite Siding Masonite Siding Masonite Strip (rip from siding sheets) Use 8d galvanized box nails 4" o.c. w/min. 3/16" Stain Edges X. - dia. heads to match Use 8d galvanized box nails 4" o.c. Masonite Siding U , (May be lap siding) Figure E Typical Window Trim Application 8" Typ. At Wind Zone 1, 6" Typ. AtCaulk with butyl Wind Zone 11 & Jill caulking to match trim 1 IT, Typ. ll • rabbetted area) Use 8d galvanized box nails w/min 3/16" dia. heads NOTE: 1. All ripped edges to be stained with matching acrylic latex stain from siding mfg. 30 FIG. 5-18 Butyl caulking to match trim (fi Use 8d galvanized box nails w/min 3/16" dia. heads NOTE: 1. All ripped edges to be stained with matching acrylic latex stain from siding mfg. 30 FIG. 5-18 SET-UP PROCEDURES (Continued) DOUBLE -WIDE EXTERIOR CLOSURE VINYL LAP SIDING Apply a 2" wide strip of duct tape at the marriage joint of the endwalls for the entire height of the walls. Apply the duct tape directly over the sheathing. The siding panels should be attached using galvanized steel or aluminum 16 ga. 1/2 by 1" staples. (6d galvanized nails may also be used). Staples should be driven so that there is a 1/32" clearance between the siding and staple crown to allow some lateral movement. Fasten every 16" at the stud location. See Figure 5-19 Detail A for proper fastening. Snap the bottom course of siding into the starter strip and fasten to the wall. Leave a 1/4" space at corner posts and'S channels around window and door openings to allow for expansion. Do not fasten within 4" of an accessory. Ver- tical butt joints in panels should overlap 1 ". Do not fasten the panel within 4" of the joint. Install vinyl, aluminum, felt or other suitable material for flashing at bottom corners of doors and windows per Detail E. Apply caulk around siding and light blocks, water faucets, or other small penetrations. Install successive courses similarly to the first. Butt joints in adjacent courses should be offset by at least 24". Joints in alternate courses should be aligned vertically (see Figure 5-19 Detail B). Panels will have to be cut at headers and sills. A single panel should extend without joints across the width of the opening. When cutting a panel at a sill, measure the dis- tance between the bottom of the opening and the top lock of the lower course, then deduct 1/4" (See Fig. 5-19 Detail C). Slide the cut panel into the under sill trim and install. Note that the undersill trim piece may have to be furred to main- tain the proper pitch of the siding. Measure and cut the header panel in the same manner as indicated above. The top sections at the gable will need to be angle cut. Use two scrap pieces of siding to make a pattern (See Fig. 5-19 Detail D). Interlock one piece with the siding panel below. Hold the other piece on top against the gable. Mark a line on the bottom piece and cut. Use this piece as a pattern for cutting gable pieces. Install the gable pieces by inter- locking with the lower course, sliding into the gable IS rail and fastening. Ap Appisd AI'Appi d� DETAIL B DETAIL A - FIG. 5-19 31 DETAIL C MARK ANGLE 2 SCRAP FOR CUT i PIECES OF SIDING PATTERN FOR ANGLE DETAIL D J-TRIAA 4/0 i (�� pVEKTER i Yz-Mw. ALL PLURFb56 TRIM 1Z i i DETAIL E i t• � DETAIL B DETAIL A - FIG. 5-19 31 DETAIL C MARK ANGLE 2 SCRAP FOR CUT i PIECES OF SIDING PATTERN FOR ANGLE DETAIL D J-TRIAA 4/0 i (�� pVEKTER i Yz-Mw. ALL PLURFb56 TRIM 1Z i i DETAIL E SET-UP PROCEDURES (Continued) DOUBLE -WIDE EXTERIOR CLOSURE JAMES HARDIE "HARDIPLANK" OR HARDIPANEL" SIDING fasteners evenly spaced between studs into sheathing at "Hardiplank" and "Hardipanel" are fiber -cement siding Wind Zone II and III only. "Hardiplank" siding is not allowed panels. "Hardiplank" is a lap style siding, and "Hardipanel" is within 3 feet of a sidewall/endwall comer at Wind Zone III. a panel type siding. Fasten the siding panels to framing Finish siding by painting with a exterior grade, semi -gloss members with 6d galvanized nails (2" long min. - 2-1/4" with acrylic or latex paint. All ripped edges of panels should be "HardiPlank" at Wind Zones II and III) per the details shown in painted to match. Figure 5-20 below. "Hardiplank" siding requires 2 additional ME Figure A Hardiplank_ Siding 1/4" to 1/2" — Figure C Hardiplank Siding 1"x1" Wood E Starter Detail Figure B Rim Joist or Exterior wall Hardiplank bottom plate Siding „d" Lath starter strip Figure D Lap joints must fall at stud. Stagger joints at least 2 stud bays. 48" min. between joints at same course. 2 Stud Fasten with 6d nails ' bays required from wall 12" to 16" o.c. comer to 1 st joint. Inside Corner Figure E 6d nail req'd at each stud location (16" o.c.). 2 additional nails req'd at Wind Zones II and III. These fasteners shall be evenly spaced between studs into a 3/8" (min.) structural sheathing. 1• Flgure F Window frame Outside Comer Fasten with 6d nails 12" to 16" o.c. Joint ardiplank ding 3/4" to 1" Hardiplank Siding Flash, shim, gap 3/16" and caulk. 32 This fastening styli is req'd at Wind HardiPlank Nailing Zones II a III. Window Detail Figure G /2" min. from comers /i— �I NOTE: 6d nails 1 " o.. edges 8 12" o.c. in • .. ......... • • • Double studs are required within 3 feet of a sidewalVendwall field at Wind Zone I. ' ' comer at Wind Zones II and III. Fasten HardiPanel siding 6d nails 5" o.c. at • • panels to both studs at double stud locations. edges & 5" o.c. in • field at Wind Zones II • .. • Cover joints & III. • • • • • • • with lumber • ' battens or caulk. • �C Hardipanel L}1� • Siding • • • • • 3/8" min. 3!8" min. HardiPanel Application FIG. 5-20 32 SET-UP PROCEDURES (Continued) SHINGLE ROOF CLOSURE INSTALLATION OF SHINGLED ROOF: 1. Fold back underlayment paper. 2. Remove the 12 inch wide sheathing at the ridge beam of each half which was temporarily secured to the roof at the factory. 3. Bolt the ridge beam together as outlined on page 18. For models with heat ducts in the roof cavity make the inter- connection of two units by running the provided flexible duct through the access hole in the ridge beam. After the mechanical connection is made, tape the joint with 2 inch wide duct tape. 4. See Fig. 5-21. Reinstall the 3/8" x 12" wide sheathing using 15 gauge x 7/16" x 1-1/2" staples or 8d twist nails 4 inches on center at butt joints and at each truss between joints. Special fastening may be required at trusses located over shearwalls. These trusses will be marked with a paint spot on the truss top chord. Fasten roof sheathing to these trusses with fasteners spaced 2" o.c. (3" o.c. — if truss is doubled — to both trusses). 5. If home is to be set in a Wind Zone II or III area, then apply a 6" wide strip of asphalt cement to the roof decking on both halves of home, directly adjacent to the roof peak. 6.Tack roof underlayment paper back in place. 7. Staple additional underlayment strip down, centered at ridge. 8. Fasten drip cap to sheathing at roof edge (above felt). 9. Complete installation of shingles (See Fig. 5-22). 10. Cut shingles for ridge cap and install as shown in Figures 5-24 and 5-25. NOTE: TO PREVENT WIND LIFTING AND POSSIBLE LEAKAGE, THE RIDGE CAP SHINGLES SHOULD BE ORIENTED WITH RESPECT TO PREVAILING WINDS AS INDICATED IN FIG. 5-25. 11. Install closure cap at eave joint (See Fig. 5-26). 12. See supplement for ridge vent if applicable. 33 Q, FIELD INSTALLED SHEATHING RIDGE SHINGLES (3 COURSED UNDERLAYMENT PAPER SITE INSTALLED SHINGLES2v. UNDERLAYMENT STRIP J�,e��N�P �� c4E UNDERLAYMENT 24' SHINGLE PAPER FIELD INSTALL FOLDED BACK FOR �yy �� INGLE BEAM BOLTING -'*-,-I SHEATHING 5 `� DRIP FIELD FIELDD INSTALLST CAP SHINGLE FIE FIf1D NSTALL SEE FIG. 16 FOR RUSTENNG RIDGE BEAM REOUIREMENT IF THE ROOFRIG MI THE AREA OF THE PROM NIKE 105 BEEN W4Rm 10 PROW FROM WOO OMAHGE DURNG UNU19L 111E PIpTECTME COVERHNG AM rASTENERS ANE 1D BE CMEFULLY REMOVED. SEAL THE FASTENER HOLES MIM ASPHALT RO NVc WIENT. FIG. 5-21 FIG. 5-22 OPTIONAL CENTERLINE METAL FLASHING AND SHINGLE INSTALLATION. 10" STRIP OF UNDERLAYMENT PAPER INSTALLED INSTALL SHINGLES (EACH SECTION) TO CENTERLINE OVER METAL FLASHING AND SHINGLES. SHINGLE RIDGE CAP INSTALL PER FIGURES 5-23 8x32 GA. (MIN.) OR .019 (MIN.) ALUMINUM METAL THROUGH 5-25 OF INSTALLATION MANUAL. ROLL FLASHING. FASTEN WITH t"x 1 1/4"x 16 GA. GALVANIZED STAPLES OR ROOFING NAILS ® 16" O.C. BOTH SIDES. FIG. 5-22A 33 SET-UP PROCEDURES (Continued) DOUBLE -WIDE SHINGLED ROOF FASTENERS: USE I" -CROWN X I" LEG IG GA GALVANIZED STAPLES OR 1%4r 12 GA. GALVANIZED ROOFING NAILS WITH %' DIAMETER HEADS 3G" SHINGLE x x x x 12 WIND ZONE I 3G' SHINGLE x X X x x x 12,r WIND ZONES ]IS= NAIL I" FROM EACH END 5 5/BABOVE EXPOSED BUTT 8 5/BABOVE EACH CUT OUT FIG. 5-23 NAIL OR STAPLE RIDGE SHINGLES AS INDICATED. SEE FIG. 16 FOR FASTENER R17F.q FIG. 5-25 5" EXPOSURE 34 CUT SHINGLE INTO 3 PIECES AS SHOWN BY DOTTED LINE FIG. 5-24 SET-UP PROCEDURES (Continued) DOUBLE -WIDE UTILITY INTERCONNECTION ELECTRICAL INTERCONNECTION OF DOUBLE-WIDES Bonding Chassis halves floor joist construction are to be bonded together with the provided bonding wire and lugs (See page 46). Electrical Crossover NOTE: ALL ON-SITE ELECTRICAL WORK MUST BE PERFORMED BY QUALIFIED PERSONNEL. BEFORE CONNECTING ELECTRICAL CROSSOVER ASSURE THAT POWER HAS NOT YET BEEN CONNECTED. Endwall Crossover The procedure for this interconnection is as follows: 1. Feed wires from side B through metallic wire protectors into junction box or Sub -Panel in side A (See Fig. 5-27). 2. Staple wires within 8 inches of junction box or Sub Panel to side of stud at centerline of stud. 3. Remove cover from junction box inside home; cut wires to length allowing a minimum of 4 inches of free wire extending from box. 4. Strip approximately 1 inch of wire and connect like circuit numbers (white to white, black to black, ground to ground, red to red on multi -circuits and 240V circuits with the provided wire nuts. 5. Push wires into box and replace cover. NOTE: SOME MODELS MAY HAVE ELECTRICAL CROSSOVERS AT FRONT AND REAR. Below Floor Crossover The correct procedure is as follows: 1. Remove the pull box covers and install the provided con- duit and conductors between the boxes (See Fig. 5-28). IMI Endwall ACCESS TO JUNCTION Endw 11 Side A / BOX - INSIDE HOME Side B ( FACTORY INSTALLED — — — WIRE PROTECTORS I FIG 5-27 PULL BOX PULL BOX FIELD INSTALLED CONDUIT & CONDUCTORS (MATERIALS PROVIDED) FIG. 5-28 2. Using the provided wire connectors, connect like circuit numbers (white to white, black to black, ground to ground, red to red on multi -circuits and 240V circuits). 3. Push wires into boxes and replace covers. Below Floor Crossovers In Floor Pull Box The correct procedure is as follows: 1. Remove plywood access covers and cut bottom board for access to wires (See Fig. 5-28A). 2. Feed wires around bottom of marriage line floor joists and into junction box. 3. Cut wires to length allowing a minimum of 4" free wire extending into box. 4. Strip approximately 1 inch of wire and connect like circuit numbers (white to white, black to black, ground to ground, red to red on multi -circuits and 240V circuits). 5. Replace access covers and tape bottom board with provided tape. In Floor Pull Box The correct procedure is as follows: 1. Remove plywood access cover to pull box and cut bottom board on opposite half for access to wires (See Fig. 5-286). 2. Feed wires through hole or notch in joists into junction box. 3. Attach wires as described in steps 3 and 4 for endwall crossover. 4. Replace access cover and tape bottom board with pro- vided tape. SET-UP PROCEDURES (Continued) UTILITY INTERCONNECTION In Floor Cable Splice The correct procedure is as follows: 1. Remove bottom board access covers (See Fig. 5-28C). 2. Feed cable through hole or notch in joists. 3. Connect cable splice together. 4. Replace access covers with provided bottom board tape. DUCT NOTE: Some models may require that an axle or axles be removed to connect the crossover duct or connect the home air distribution system to the heating - cooling appliance. SUPPORT L STRAPS (TYP.) Note: If unit has multiple cable splices the circuits will be identified by the attached code markers. Endwall Cable Splice The correct procedure is as follows: 1. Remove access panels on exterior side of endwall (See Fig. 5-28D). 2. Uncoil wire located inside endwall. 3. Connected cable splice halves together. 4. Reinstall access panels. Note: If unit has multiple cable splices the circuits will be identified by the attached code markers. Heating Crossover There are two basic hookup procedures for all designs. The first procedure is the standard design and is a single 12" diameter flexible duct. The second procedure is an optional design that includes a varying number of 5" or 6" crossover ducts that are installed in the floor. The method of installation for the standard design is as follows: 1. Connect each end of the provided insulated 12" diame- ter flexible duct to the metal duct connector on each half of the home by sliding duct over metal tabs on duct connector. 2. After mechanical connections are made, tape each con- nection with 2 -inch wide duct tape to ensure an airtight seal. 3. Permanently secure the crossover duct with straps as shown in Fig. 5-29. Do not allow duct to rest on the ground. Maintain at least a 4 -inch clearance between duct and the ground. The method of installation for optional design with stan- dard frame is as follows: 1. Remove access panels at crossover ducts. The access panels are located below the floor. 2. Cross cut bottom board at 8" holes in reinforcing plates. 3. Extend the flexible ducts from each half through the access holes (See Fig. 5-29A). CROSSOVER DUCT FIG. 5-29 36 DUCT NOTES: 5 STRAPS AS SHOWN TO FLOOR &STS. MINIMUM CLEARANCE TO GROUND TO BE 4". Cable Splice Hole or notch in joists FIG. 5-28C Endwall 20 Amp Non - studs Metallic cable Exterior access panel plice - Type NM -mor on both cable splice halves. manufactured Fasten with by Molex -etc wood screws (part no. to wall studs. 19045). Factory installed wire protectors over notches in studs Marriage Line for During transit free ends of cable are coiled and secured in the wall cavity. Double wide FIG. 5-28D DUCT NOTE: Some models may require that an axle or axles be removed to connect the crossover duct or connect the home air distribution system to the heating - cooling appliance. SUPPORT L STRAPS (TYP.) Note: If unit has multiple cable splices the circuits will be identified by the attached code markers. Endwall Cable Splice The correct procedure is as follows: 1. Remove access panels on exterior side of endwall (See Fig. 5-28D). 2. Uncoil wire located inside endwall. 3. Connected cable splice halves together. 4. Reinstall access panels. Note: If unit has multiple cable splices the circuits will be identified by the attached code markers. Heating Crossover There are two basic hookup procedures for all designs. The first procedure is the standard design and is a single 12" diameter flexible duct. The second procedure is an optional design that includes a varying number of 5" or 6" crossover ducts that are installed in the floor. The method of installation for the standard design is as follows: 1. Connect each end of the provided insulated 12" diame- ter flexible duct to the metal duct connector on each half of the home by sliding duct over metal tabs on duct connector. 2. After mechanical connections are made, tape each con- nection with 2 -inch wide duct tape to ensure an airtight seal. 3. Permanently secure the crossover duct with straps as shown in Fig. 5-29. Do not allow duct to rest on the ground. Maintain at least a 4 -inch clearance between duct and the ground. The method of installation for optional design with stan- dard frame is as follows: 1. Remove access panels at crossover ducts. The access panels are located below the floor. 2. Cross cut bottom board at 8" holes in reinforcing plates. 3. Extend the flexible ducts from each half through the access holes (See Fig. 5-29A). CROSSOVER DUCT FIG. 5-29 36 DUCT NOTES: 5 STRAPS AS SHOWN TO FLOOR &STS. MINIMUM CLEARANCE TO GROUND TO BE 4". SETUP PROCEDURES (Continued) UTILITY INTERCONNECTION 4. Connect the flexible ducts together per the provided manufacturer instructions using the splicing collar provided. 5. Install a strap around duct and attach to the rim joists. 6. Tape bottom board closed with provided tape. The method of installation for the optional design with Integral floor/frame or Perimeter frame is as follows: 1. Locate crossover locations as indicated by spray paint on rim joists and bottom board. 2. Cut out bottom board at rim joists for crossover connec- tions. 3. Cut the bottom board below floor for access to flexible ducts (See Fig. 5-29A). 4. Extend the flexible ducts through the cutouts in the rim joists from the half with the furnace to the other half. 5. Connect the flexible ducts together per the provided manufacturer instructions using the splicing collar provided. 6. Push the floor insulation against rim joist and tape bot- tom board closed with provided tape. INSULATION RIM JOIST FLEXIBLE DUCT FLOOR DECKING PLYWOOD REINFORCING BOTTOM BOARD PLATE (TYR EACH SIDE) STRAP SPLICING COLLAR OPTIONAL CROSSOVER DUCTS FOR STANDARD FRAME FLEXIBLE DUCT RIM JOISTSPLICING COLLAR FLOOR DECKING 111111 \\\\ 11 1 1 1 1 1 1 1 1 1 1 1 1 LSL OR LVL BEAM s/ INTEGRAL FLOOR FRAME STEEL I -BEAM W/PERIMETER FRAME BOTTOM BOARD/ r ACCESS AREA (TYP.) OPTIONAL CROSSOVER DUCTSFORINTEGRAL FLOOR/FRAME OR PERIMETER FRAME. FIG. 5-29A Heating Crossover with V -Bonnet Some doublewide units will require a V -Bonnet duct connector be installed prior to connection of the crossover ducts. The proper method of installation is as follows: 1. Remove axle if required for access to furnace area. 2. Fit tabs inside V -Bonnet and secure with #8x3/4" screws in holes provided on tabs (3 per side —12 total), See Fig. 5-296). 3. Install flexible crossover ducts per the standard crossover duct design described on the previous page. Gasline Crossover Applicable only to models with gas appliances on both halves. The listed flexible connector supplied with the home must be used to make the connection. This connector will be located beneath the home. NOTE: DO NOT USETOOLSTO CONNECT OR REMOVE FLEXIBLE CONNECTOR QUICK DISCONNECT. 1. Remove protective caps from the connector. 2. Connect the quick disconnect fitting. 3. Test for leaks with soapy water. Waterline Cross Connect Applicable only to models with plumbing on both halves (See Fig. 5-30, 5-31, and 5-31 A). 1. Remove the shipping caps from water lines and install provided connector. 2. Check for leaks. 3. In areas where exposed piping is subject to freezing, protect exposed piping with heat tapes listed for use on manufactured homes, and insulation. It is recom- mended that only U.L. listed heat tapes be used and installed in accordance with their listing. SETUP PROCEDURES (Continued) UTILITY INTERCONNECTION Drainage Line Cross Connect Applicable only to models with plumbing on both halves. The connection may be made with field assembly of factory supplied parts (Refer to drainage of 2 bath models, page 45), or when the below floor plumbing is factory installed, a flexible coupler is used as follows: Use only the approved flexible coupler provided (1-1/2 inch, 2 inch or 3 inch, as required). See Fig. 5-32. 1. Slip the flexible coupler over one end of the drainage line. 2. Align the pipes and center the coupler over the joint. 3. Tighten the clamps and check for leakage. �DRAINAGE PIPE IF APPROVED FLEXIBLE FIG. 5-32 COUPLER METAL ROOF TIGHTENING Metal roofs may be tightened by the use of bonded wash- ers secured to the roof truss with #8x1-1/4" screws, placed in rows of four across the width of the roof and spaced at approximately 48" o.c. along the length of the roof. Care must be taken to assure that the screws are placed to penetrate the truss. After application the screw heads and washers are to be sealed with a roof sealant material. 38 INSTALLATION OF EXTERIOR LIGHT FIXTURES ELECTRICAL CONNECTIONS SHOULD BE MADE ONLY BY QUALIFIED PERSONNEL. MAKE SURE POWER IS OFF BEFORE INSTALLING LIGHT. The correct procedure is as follows: 1. Install threaded tube in the strap secured to the fixture outlet box as shown in Fig. 5-33. 2. Apply caulking around base of light fixture to insure a water tight seal to side wall. (NOTE: On units with Masonite or vinyl siding, make certain the flashing ring is installed around outlet box.) 3. Connect wires, black to black, white to white, and ground to ground, using wire nuts. 4. Push wires into box and secure fixture in position using the nut provided on the threaded tube. Install the bulb. NOTE: SOME LIGHTS WILL USE TWO BOLTS WHICH THREAD INTO THE MOUNTING STRAP IN LIEU OF THE THREADED ROD ILLUSTRATED FIG. 5-33 FACTORY INSTALLED ROD �V VENTILATION OF SKIRTING AND CRAWL SPACE ENCLOSURE Skirting or other crawl space enclosures, such as foun- dations, not only add to the appearance of the home but also provide important benefits in the reduction of heat loss. Enclosures also aid in reducing the danger and inconve- nience of damaged plumbing through freeze-up. Skyline Corporation recommends enclosing the underside of the home; however, it is very important that any enclosure be adequately ventilated. Ventilation openings need to be provided in the foundation or skirting along at least the two long walls of the home. The total area of ventilation openings should be at least 1 square foot for each 150 square feet of crawlspace area. An opening should be located within 3 ft. of each corner. PORCHES AND DECKS Some Skyline manufactured homes are constructed with factory -built porches or decks along the front, rear or main entry door side of the home. Porches and decks may be constructed with pressure treated wood floors which readily permit the passage of rain and/or snow through the floor. The area under porches or decks constructed with pressure treated decking lumber must be separated from the crawl space enclosure of the remainder of the home. Excessive moisture in the crawl space can be the cause of window or ceiling condensation and other problems associated with high moisture levels in the home. ALT. WATER LINE CROSSOVER HOLES IT SIDE AST BRASSADAPTER COPPER REIT PIPE BOOR OELKWG� O O ----------------- r� BRASSADAPTER INSUUTRIN NOTE : FIG. 5-30 WRAP WATER WE CONNECTOR INSPECMW MSI ACCESS COVERS D PUTT CONNECTION ANAT 1NTHAVISMION 01 FREEDNG,�I TE&TT�O WATER CLIMr} FLOOR 7 MAKE WATER CROSSOVER WITH CONNECTORS PROVIDED WITH FIG. 5-31 THE HOME Alt. Waterline Crossover Centerline Q3 QMMW EX Access Access Panels panel FIG. 5-31A frame Drainage Line Cross Connect Applicable only to models with plumbing on both halves. The connection may be made with field assembly of factory supplied parts (Refer to drainage of 2 bath models, page 45), or when the below floor plumbing is factory installed, a flexible coupler is used as follows: Use only the approved flexible coupler provided (1-1/2 inch, 2 inch or 3 inch, as required). See Fig. 5-32. 1. Slip the flexible coupler over one end of the drainage line. 2. Align the pipes and center the coupler over the joint. 3. Tighten the clamps and check for leakage. �DRAINAGE PIPE IF APPROVED FLEXIBLE FIG. 5-32 COUPLER METAL ROOF TIGHTENING Metal roofs may be tightened by the use of bonded wash- ers secured to the roof truss with #8x1-1/4" screws, placed in rows of four across the width of the roof and spaced at approximately 48" o.c. along the length of the roof. Care must be taken to assure that the screws are placed to penetrate the truss. After application the screw heads and washers are to be sealed with a roof sealant material. 38 INSTALLATION OF EXTERIOR LIGHT FIXTURES ELECTRICAL CONNECTIONS SHOULD BE MADE ONLY BY QUALIFIED PERSONNEL. MAKE SURE POWER IS OFF BEFORE INSTALLING LIGHT. The correct procedure is as follows: 1. Install threaded tube in the strap secured to the fixture outlet box as shown in Fig. 5-33. 2. Apply caulking around base of light fixture to insure a water tight seal to side wall. (NOTE: On units with Masonite or vinyl siding, make certain the flashing ring is installed around outlet box.) 3. Connect wires, black to black, white to white, and ground to ground, using wire nuts. 4. Push wires into box and secure fixture in position using the nut provided on the threaded tube. Install the bulb. NOTE: SOME LIGHTS WILL USE TWO BOLTS WHICH THREAD INTO THE MOUNTING STRAP IN LIEU OF THE THREADED ROD ILLUSTRATED FIG. 5-33 FACTORY INSTALLED ROD �V VENTILATION OF SKIRTING AND CRAWL SPACE ENCLOSURE Skirting or other crawl space enclosures, such as foun- dations, not only add to the appearance of the home but also provide important benefits in the reduction of heat loss. Enclosures also aid in reducing the danger and inconve- nience of damaged plumbing through freeze-up. Skyline Corporation recommends enclosing the underside of the home; however, it is very important that any enclosure be adequately ventilated. Ventilation openings need to be provided in the foundation or skirting along at least the two long walls of the home. The total area of ventilation openings should be at least 1 square foot for each 150 square feet of crawlspace area. An opening should be located within 3 ft. of each corner. PORCHES AND DECKS Some Skyline manufactured homes are constructed with factory -built porches or decks along the front, rear or main entry door side of the home. Porches and decks may be constructed with pressure treated wood floors which readily permit the passage of rain and/or snow through the floor. The area under porches or decks constructed with pressure treated decking lumber must be separated from the crawl space enclosure of the remainder of the home. Excessive moisture in the crawl space can be the cause of window or ceiling condensation and other problems associated with high moisture levels in the home. CHAPTER 6 INSTALLATION OF OPTIONAL FEATURES ELECTRIC DRYER VENTING GAS DRYER INSTALLATION Homes factory equipped with an electric dryer receptacle will also have the moisture -lint exhaust system roughed -in. To complete the moisture -lint exhaust system the following must be performed - 1 . erformed: 1. Remove the covers over the vent hole in the floor. 2. Push the duct through the hole provided in the floor and connect to the dryer in accordance with the dryer manu- facturer's instructions. NOTE: Some dryer manufacturers require that metallic duct be connected to the dryer and routed through floors and/or sidewalls. 3. Secure the termination fitting at the outside edge of the floor. NOTE: The termination fitting must be installed such that the dryer does not exhaust beneath the home. This may be accomplished by attaching the fitting to a piece of exterior grade plywood or, if the home is skirted, directly to the skirting. 4. Secure the flexible duct to the termination fitting with the provided clamp. (Do not use sheet metal screws or other devices which extend into the interior of the duct. 5. Seal the duct penetration through the floor with a good grade of caulking. CAUTION: MATERIALS WHICH MAY BE PROVIDED FOR THE MOISTURE -LINT EXHAUST SYSTEM ARE NOT ACCEPTABLE FOR INSTALLATION OF GAS DRYERS. Homes factory equipped with a gas dryer will also have the moisture -lint exhaust duct and termination fitting pro- vided. To complete a roughed -in system follow steps 1-5 under Electric Dryer Venting. Homes with "stubbed -in" gas service will also have the moisture -lint exhaust system roughed -in. However, the ex- haust duct and termination fitting are not provided. Such termination fittings should be supplied with the dryer at time of installation. The gas connection and completion of the moisture -lint exhaust system must be made by qualified personnel in accordance with the dryer manufacturer's installation instructions. The gas connection must be tested (See Utility Hook-up and Testing) prior to use of the appli- ance. To complete the moisture -lint exhaust system, follow steps 1-5 under Electric Dryer Venting. GRILL/RANGE VENTING When a home is provided with a combination range (cook top)/grill that contains its own exhaust system, the exhaust must be routed such that it does not terminate beneath the home. To complete the exhaust system the following must be performed: 1. Remove the cover on the factory installed exhaust pipe protruding from beneath the floor in the vicinity of the range. 2. Secure the provided termination fitting at the outside edge of the floor. 3. Run the provided flexible metallic duct between the elbow protruding from the floor and the termination fit- ting. Support the duct and make the connections per the manufacturer's installation instructions provided with the grill/range. GAS WATER HEATER VENTING Homes factory equipped with certain types of gas water heaters may require special provisions to ensure proper ventilation. If the gas water heater installed in your home is not independently vented to the exterior of the home through a grilled opening in an exterior water heater door, then the following provisions must be followed. A. If the home is set on a crawlspace, or piers and skirting is used, then an air intake opening with a minimum free area of 32 square inches must be provided in the foundation wall or skirting. If the opening is covered by louvers or screen, the total free area must be 32 square inches. The air intake opening should be located as close as practical to the water heater location. B. If the home is set on a basement, then the following steps must be taken: 1. Fabricate a plenum box to encompass the air inlet assembly without alteration to the air inlet assembly itself. This plenum must have a minimum horizontal dimension of eight (8) inches. The minimum clearance between the air inlet assembly and the inner wall of the plenum shall be two (2) inches. The vertical height of the plenum shall be as necessary to ac- commodate the air inlet assembly without alteration. The air inlet assembly is a round tube that is extended from the bot- tom of the water heater through the floor. 2. To ensure proper air entry into the fabricated plenum box, a 6 inch minimum round (or equivalent cross-sectional area) duct is required. The duct shall be of a smooth surface, rigid variety (no flex pipe) and shall be connected to the plenum in a manner that does not reduce the cross sectional area of the pipe. 3. The air inlet shall be of damper less type and provide a free area not less than the cross-sectional area of the duct. A screen, if used, shall be 1/4 x 1/4 inch minimum. 39 INSTALLATION OF OPTIONAL FEATURES (Continued) PADDLE FAN INSTALLATION FOR DOUBLE WIDE HOMES WIRED FOR MOUNTING ON CENTER BEAM A. FLUSH RIDGE BEAM For proper ceiling fan installation, an electric outlet box and the decorative center beam to contain the box have been provided for attachment to the ridge beam at the unit centerline. CAUTION: BEFORE FOLLOWING THE STEP-BY-STEP PROCEDURE, BE SURE THAT POWER TO FAN WIRE IS OFF. 1. Remove the fan manufacturer's installation instructions from the package and determine the method of fan at- tachment to the beam. (Also see Fig. 6-1 below.) 2. If the center beam (shipped loose) does not contain a precut hole for the electrical box, cut a hole with a hole saw approximately •/4" larger than the box diameter at the proper location (center line of hole should line up with location of supply wire through ceiling) and centered in the width of the beam. 3. Install the box in the hole and secure flange (Plastic box only) to the center beam with 4 - #6 x 1" screws. 4. a. Insert the ceiling wire through a knock out hole in the side of the electrical box. NOTE: It may be necessary to cut a notch from the top on the supply wire side of the center beam hole to allow the supply CEILING BOARD' / SUPPLY WIRE COILED & SECURED/ FOR SHIPMENT NOTCH BEAM AT HOLE IF NECESSARY FOR WIRE CHASE SECURE BOX TO 2x6 CENTER BEAM WITH 4-#6x1" WOOD SCREWS (FIELD INSTALLED) wire to be inserted in electrical box without binding against center beam during installation. b. Leave approximately 4" of wire free in the box. 5. Secure the center beam in place over the center line joint. Be sure that fan supply wire is not pinched or penetrated with beam fasteners. 6. Secure electrical box to ridge beam with #8 x 21/2" wood screws through the two holes in the top of the box. 7. Strip about 3/4" of insulation from the white and black conductor ends. 8. Position the non-combustible flash ring (provided) over the electrical box so that finished surface (adjacent to electric box) which is to be covered by fan canopy is not exposed. 9. Follow the manufacturer's installation instructions for mounting the fan assembly to the box and for electrical wiring of the fan. Use provided electrical connectors for splicing wire. Be certain that fan is grounded as specified in manufacturer's instructions and that wires are connected properly (white to white and black to black). DOUBLE WIDE RIDGE BEAM 2x6 CENTER BEAM — SHIPPED LOOSE FOR FIELD INSTALLATION – HOLE FOR BOX CUT THROUGH 2x6 (MAY BE CUT IN PLANT OR IN FIELD - SECURE BOX TO RIDGE BEAM WITH 2-#8x21/2" WOOD SCREWS (FIELD INSTALLED) ELECTRICAL BOX (SEE NOTE 1) SUPPLY WIRE INSERTED IN FIELD THROUGH SIDE KNOCKOUT OF BOX NOTE: APPLICABLE TO U.L. LISTED PADDLE FAN WITH A SWIVEL TYPE MOUNTING BRACKET. FIG. 6-1 40 INSTALLATION OF OPTIONAL FEATURES (Continued) B. PROTRUDING RIDGE BEAM 3. Place the prefab box in its final position on the beam and For proper ceiling fan installation, a prefabricated box has secure the box to the beam with #6x2" wood screws been provided and includes the electrical box for contain- (provided) in the metal corner braces. ment of the spliced wires with their connectors. 4. Strip about 3/4" of insulation from the white and black The prefab box is also designed to conceal the wire which conductor ends. is run through the ceiling where the fan is to be located. 5. Position the non-combustible flash ring (provided) over CAUTION: BEFORE FOLLOWING THE STEP-BY-STEP the electrical box so that the finished surface (adjacent PROCEDURE, BE SURE THAT POWER TO FAN WIRE IS to electrical box) which is to be covered by fan canopy OFF. is not exposed. 1. Remove the fan manufacturer's installation instructions 6. Follow the manufacturer's installation instructions for from the package and determine the method of fan mounting the fan assembly to the box and for electrical attachment to the beam. (See Fig. 6-2) wiring of the fan. Use provided electrical connectors for 2. Insert the ceiling wire through a side knock out hole in splicing wires. Be certain that fan is grounded as speci- the electrical box. Secure the wire in the electrical box fied in manufacturer's instructions and that wires are clamp at a point approximately 4" from its end. connected properly (white to white and black to black). �Z \ FAN WIRE FROM CEA.R4 QAMEAM P VA I AT INLET; V/2 -16K SOA WIENO GE FIG. 6-2 cruu �IIOAT 9660if C. FALSE RIDGE BEAM For proper ceiling fan installation, an electrical box and a decorative foam block has been provided for attachment to the false beam at the unit centerline. The prefab box is also designed to conceal the wire which is run through the ceiling where the fan is to be located. CAUTION; BEFORE FOLLOWING THE STEP-BY-STEP PROCEDURE, BE SURE THAT POWER TO FAN WIRE IS OFF. 1. Remove the fan manufacturer installation instructions from the package and determine the method of fan attachment to the beam. (See Fig. 6-2A) 2. After ridge beam halves have been secured together, fasten bottom halves of false beam together w/1 6d nails 16" o.c. (max.) 3. Attach gypsum close -off panel (provided) with staples 6" o.c. around perimeter. 4. Secure decorative foam block to false beam with 2-16d nails or 2 #8x3" screws. 5. Attach electric box (U.L. listed for use with paddle fan) per its listing (installation) requirements (provided). 6. Strip about 3/4" of insulation from the white and black conductor ends. 41 7. Follow the manufacturer's installation instructions for mounting the fan assembly to the box and for electrical wiring of the fan. Use provided electrical connectors for splicing wires. Be certain that fan is grounded as speci- fied in manufacturer's instructions and that wires are connected properly (white to white and black to black). ♦� Ridge Beam False Beam FIG. 6-2A moi-- -- Electrical wire -' -♦e Toe -nail bottom halves factory installed of false beam together for paddle pan. w/16d nails 16" o.c. gypsum close -off I /Decorative foam block. panel -fasten to false Fasten to beam w/2 -16d beam w/staples 6" o.c. © nails or 2-#8x3" screws. around perimeter. D Electric box - U.L. listed for use with paddle fan. Secure to false beam per it's installation requirements. FIG. 6-2A INSTALLATION OF OPTIONAL FEATURES (Continued) AIR CONDITIONING ELECTRICAL CONNECTION (Factory Provided Circuits) THE ELECTRICAL CONNECTION SHOULD BE MADE ONLY BY QUALIFIED PERSONNEL. THE COMPLETED INSTALLATION MUST CONFORM TO ARTICLE 440 OF THE NATIONAL ELECTRICAL CODE AND APPLICABLE LOCAL CODES. Factory installed branch circuits for air conditioning are in- dicated on the data plate under the heading "Rating of Factory Installed Circuit:' The maximum full load ampere draw for the desired air conditioning unit must not exceed the indicated branch circuit rating. "A" coil air conditioning units installed must be listed for use with the furnace in this home; for air condi- tioning installation, see the instructions shipped with the air conditioner. If a self-contained air conditioner is to be installed and connected to the heating supply duct the installation must include a damper beneath the furnace to prevent cool air from "backing -up" into the furnace during the cooling mode and a damper at the air conditioner supply to prevent heated air from "backing -up" into the air conditioner during the heating mode. It is recommended to wrap the dampers with insulation. The electrical connection is via a branch circuit terminating in a junction box beneath the home (See Fig. 6-3). The field installation wiring beyond the junction box, must incorporate a fused disconnect (sized in accordance with NEC Article 440) located within sight of the condensing unit. The maximum fuse size to be used with the fused disconnect is marked on the condenser data plate. The acceptability of the air conditioning equipment, rating the location of disconnect means, fuse type branch circuit protection, and connections to the equipment are to be determined by the local inspection authority. For some models the electrical connection is made to the home via a separate rigid conduit. The conduit is 1"and is run from the panelboard and terminates below the bottom board. A PVC cap is cemented to the end of the conduit and this must be cut off to provide access to the panel board. Wiring is then installed from the panelboard to the air conditioner per all applicable NEC & local codes and all requirements listed above. Condensation should not be allowed to drain under home. NOTE: REFER i0 N C.C. AND' AIR COND. INSTRUCTIONS FOR INSTALLATION REQUIREMENTS DISTRIBUTION P'ANCLBOARD FIELD PROVIDED Q INSTALLED JUNCTION BOX--/ + FUSED DISCONNECT BENEATH I-IOMC REMOTE CONDENSING UNIT CONDUIT FIG. 6-3 NOTE: THE ELECTRICAL CONNECTION SHOULD BE MADE ONLY BY QUALIFIED PERSONNEL. On models equipped for installation of optional evaporative cooler, install the roof -mounted cooler ac- cording to the instructions with the cooler. For coolers without an integral air duct the cooler box shall be lin- ed with .016 in: metal. The factory installed branch cir- cuit for the cooler is sized for a maximum cooler elec- trical load of 12 amperes. 120 V. AC, 60 Hz. 2. Remove the cover from the roof -mounted junction box and make the connection of the color -coded wires us- ing the provided wire nuts. The electrical portion of the installation is now complete (See Fig. 6-4). COLOR CODE WHITE ................................. Neutral YELLOW ................................. Pump 42 BLACK ................................ High Fan RED .................................. Low Fan GREEN ................................ Ground EVAPORATIVE COOLER INSTALLATION OF OPTIONAL FEATURES (Continued) STANDARD BLEND -AIR INSTALLATION WITH DEALER INSTALLED EXTERIOR HEATING/COOLING Figure 6-5 below depicts the Evcon standard Blend -Air installation used with homes desinged for. dealer installed exterior heating -cooling systems. The Evcon standard Blend - Air unit provides whole -house ventilation and is designed to operate when the exterior heating or cooling system is in use. The following information is important when electrically interconnecting that Standard Blend -Air with the exterior heating -cooling unit system: 1. The standard Blend -Air must be connected to a heating - Chase fully enclo, Standard Blend -Air Access panel rem exposing damper t assembly. Grille with filter (Ac to Blend Air filter) 4 -Wire thermostat to outdoor unit. Se manufacturer instra for wiring to exterio cooling unit. — cooling unit with transformer having at least a 40 Va. Capacity. 2. The wiring of 4 -wire thermostat cable from the Blend -Air control to the exterior heating -cooling controls is to be as follows: - Green connector - blower continuous run - Red connector - 24 v. supply - white connector - system heating - yellow connector - system cooling oved, control box ube cess Box ai return cable e ctions r heat - Return Air FIG. 6-5 43 Factory installed 4 -wire thermostat cable to indoor thermostat. r -tight (except @ air & grille with fitter). Note: The Unit must be operated from one transformer having at least 40 Va. Capacity. INSTALLATION OF OPTIONAL FEATURES (Continued) EXPANDING ROOMS, SLIDE -OUTS, ETC. Where optional expanding rooms, slide -outs, tip -outs, provided for proper installation and set-up. etc. are provided, specific instructions and directions are INSTALLATION OF SITE INSTALLED ATTACHED STRUCTURES All site installed attached structures, including garages, facturer's installation instructions and all applicable local porches, steps, stairways and landing must be designed codes. In particular, attached garages generally require fire and constructed to support all of their own dead load and all protection and GFI electrical circuit protection as required by of the live load to which it will be subjected. Attached struc- local code. tures should be constructed in accordance with the manu- INSTALLATION OF SITE ON GARAGE The outside area of the home that is covered with Type"X" gypsum is intended to be the area for installation of a site built garage. The garage that is to be built MUST BE COM- PLETELY SELF SUPPORTING (See paragraph above). No part of the manufactured home may be used for structural support of the garage. The garage shall be designed and constructed to meet all applicable building codes. Before starting construction of the garage: 1. The soil must be graded on all sides to channel storm runoff away from the home and the garage. 2. Remove the temporary transportation cover. Note that early removal of this cover may cause damage to the gypsum board if left exposed to the elements. Two electrical circuits have been factory provided to service the garage. One circuit will be 15 amp, and one will be 20 BUILT ATTACHED GARAGE READY UNITS amp. The 20 amp circuit will be GFCI protected and is dedicated to the garage area. The 15 amp circuit is for light- ing ONLY. The electrical circuits will be wired to junction box(es) that are installed inside the floor and adjacent to the exterior wall at the garage area. A 20 amp GFCI protected receptacle has been installed in the exterior wall at the garage area. If the home has a factory built dormer intended for attachment of a site built garage, then 8 to 24 inches of shingles will be left off the edge of the dormer. These shingles are left off to more easily facillitate the inter- connection of the garage and the home. Therefore, the remaining shingles for the dormer must be field installed. Install the remaining shingles and complete the valley construction per page 33 and the shingle manufacturer instructions or per the Asphalt Roofing Manufacturers Association (ARMA) Residential Asphalt Roofing Manual. HINGED ROOFS AND EAVES Where optional hinged roof and/or hinged or pre- mental installation instructions are provided. fabricated field installed eaves are provided, supple - CEILING (PADDLE) FANS Site provided and installed ceiling fans are to be installed from the trailing edge of the fan blade to the floor must be in accordance with the manufacturer's installation instruc- in accordance with the manufacturer's requirements. tions. To reduce the risk of injury, the minimum dimension TELEPHONE AND CABLE TV Careless installation of telephone and cable television placing cables in these cavities. FAILURE TO FOLLOW lines may be hazardous. Electrical circuits, plumbing and THESE INSTRUCTIONS MAY RESULT IN SERIOUS duct work are contained in the floor and walls of the home. PERSONAL INJURY OR DEATH. Avoid contact with these systems when drilling into and FIREPLACE Because of transportation restrictions, fireplaces require on-site installation of additional section(s) of approved, listed chimney pipe, a spark arrestor and a rain cap assembly. SITE INSTALLED FIREP The home will be shipped with fireplace installed. The blocking between the bottom of the fireplace and the floor shall be removed. The carpet where the hearth is going to be placed shall be removed. A bead of non-cumbustible fireplace mortar or gasket cement shall be run to seal the joint between hearth extension and face of the fire- place. The edge of the hearth extension shall be placed under the fireplace surround and centered in front of the fireplace. The carpet tackstrip shall then be placed around the hearth to secure it. (See Fig. 6-6). INSTALLATION The fireplace manufacturer's installation instructions and all required components for proper installation are included in each home with a fireplace. LACE HEARTH EXTENSION 44 CHAPTER 7 UTILITY SYSTEM CONNECTION AND TESTING Many local jurisdictions have special requirements for utility connections and on-site inspection of these connec- tions. Consult with the proper authorities prior to utility con- nection. Only qualified service personnel, familiar with local codes and licensed where required. The drainage and water systems were tested for leaks prior to shipment from the factory. It is essential that they be rechecked by qualified personnel for leaks that may have been caused by vibration during transportation. WATER The water system has been designed for an inlet water pressure of 80 psi. If the manufactured home is installed in areas where the water pressure exceeds 80 psi, a pressure reducing valve should be installed. The water system may be connected to any safe, potable water source. The connection is via a single 3/4 inch inlet beneath the home. A master shut-off full flow valve must be installed in the water supply line adjacent to the home; this valve should be a full port gate or ball valve with threaded or solder joints. After removing the aerators from all the faucets, open all the faucet valves and allow the water to run for 15 minutes. This should remove any foreign particles left in the line that might cause an unpleasant taste or become lodged at faucet washers and cause dripping faucets. All exposed water piping subject to freezing should be protected by in- sulation and electric heat tapes (with an integral thermostat) listed for use with manufactured homes. It is recommend- ed that only UL listed heat tapes be used and installed in accordance with their installation instructions. DRAINAGE — CONNECTION The drainage connection is made at the 3 -inch main drain outlet. Care should be exercised to slope and sup- port the drain line from the home to the site sewage system ('/4" per foot slope). DANGER: IMPROPER OR INADEQUATE TESTING, CON- NECTION OR MODIFICATION OF ANY PART OF GAS OR ELECTRICAL SYSTEMS, ESPECIALLY BY UNQUALIFIED PERSONNEL, MAY BE EXTREMELY DANGEROUS AND MAY RESULT IN SERIOUS PERSONAL INJURY OR DEATH. 45 DRAINAGE —1, 1 %, 1 % & 2 BATH When applicable the parts required to bring all drain lines to a single point are provided as follows: 1. Pipe and fittings. 2. 1/4 pint of ABS solvent cement. 3. 10 feet of 3/4" x -28 gauge plumbing strap. 4. Ten 1/4" x 1" stove bolts. The procedure for bringing all drain lines to a single point is as follows: 1. Remove caps on drain outlets and connect supplied parts together as shown by the drain line schematic shipped with the house. (Do not apply cement.) 2. Check to be sure that the assembly has the proper 1/4 inch drop per foot. 3. Mark each joint to aid in reassembly. Start at outlet end of system and remove, cement and reassemble each slip joint one at a time. Be sure to apply the cement on both male and female ends with a good even coating. 4. Using the 3/4" x 28 gauge strapping, strap the drain line to the center crossmembers of the frame placing a strap at each member (4 feet apart). Use a 1/4" x 1" stove bolt to secure strap in place. 5. Connect home drain to site sewage system as for single bath previously discussed. 6. Check completed system for leaks. GAS — The gas piping system was designed for a range of 7 to 101/2" of water column for natural gas and 11 to 14" of water column for LP gas. The manufactured home gas supply pressure must be within this range for safe and effi- cient operation of the gas piping system. UTILITY SYSTEM CONNECTION AND TESTING (Continued) The gas piping system was pressure tested for leaks prior to shipment; however, it is essential that the system be retested by qualified personnel for leaks prior to use. (Many utility companies require this on-site test.) The in- structions printed on the tag near the gas supply connec- tion must be followed (See Fig. 7-1). In some localities, utility companies and/or building in- spectors may require additional tests as follows: 1. Isolate all appliances with appliance shut-off valves. PRESSURE SHALL BE MEASURED WITH A MER- CURY MANOMETER OR SLOPE GAUGE CALI- BRATED IN INCREMENTS OF NOT GREATER THAN 1/10 POUND. 2. Pressurize the system to 3 psi and isolate the source of pressure from the gas piping. 3. Check the gauge after 10 minutes; there should be no drop in pressure. 4. Check the piping to appliances by pressurizing to at least 10 inches but no more than 14 inches water col- umn and applying a bubble solution to all joints and flexible connectors. CAUTION: DO NOT PRESSURIZE THE SYSTEM ABOVE THE PRESSURES STATED ABOVE. The connection to the gas supply should be made only by authorized representatives of the utility. NOTE: BEFORE A TEST IS BEGUN, THE TEMPERATURE OF THE AMBIENT AIR AND OF THE PIPING SHOULD BE APPROXIMATELY THE SAME — CONDUCT THE TEST AT SUCH A TIME DURING THE DAY WHEN AIR TEMPERATURES WILL REMAIN CONSTANT. Combination LP—Gas and Natural Gas System This gas piping system is designed for use of either liquefied petroleum gas or natural gas. NOTICE: BEFORE TURNING ON GAS BE CERTAIN APPLIANCES ARE DESIGNED FOR THE GAS CONNECTED AND ARE EQUIPPED WITH CORRECT ORIFICES. SECURELY CAP THIS INLET WHEN NOT CONNECTED FOR USE. When connecting to lot outlet, use a listed gas supply connector for manufactured homes rated at O 100,000 Btuh or more. O 250,000 Btuh . Before turning on gas, make certain all gas connections have been made tight, all appliance valves are turned off, and any unconnected outlets are capped. After turning on gas, test gas piping and connections to appliances for leakage with soapy water or bubble solution, and light all pilots. Fig. 7-1 NOTE: DO NOT BUBBLE CHECK BRASS GAS LINE FITTINGS WITH SOLUTIONS CONTAINING AMMONIA. 46 UTILITY SYSTEM CONNECTION AND TESTING (Continued) ELECTRICAL ALL ELECTRICAL WORK SHOULD BE PERFORMED ONLY BY QUALIFIED PERSONNEL. The electrical supply connection to the manufactured home may be made by any of the following methods depending on the manufactured home construction and electrical service: a. Listed 50 ampere manufactured home power supply cord. (50 amp service only) b. Permanent feeder connected to a factory installed mast weatherhead assembly. The routing, connection and support of the service drop is to be in accordance with local codes. c. Permanent feeder routed to the distribution panel through the factory installed feeder raceway which ter- minates beneath the manufactured home. A junction box or approved fitting must be used to connect the manufactured home feeder raceway to the supply raceway beneath the manufactured home. The proper feeder conductor sizes and the required junction box sizes are given in Table 7. After the connection has been made, the following tests should be conducted using approved test equipment: 1. Continuity test of circuit conductors 2. Polarity test 3. Continuity test of electrical grounding system OUTSIDE DISTRIBUTION PANEL BOARD Accessibility to distribution panel board, and the use of unit switches as disconnect means, is subject to the re- quirements of the local inspection authority. ELECTRICAL SYSTEM TEST With approved testing equipment, the following tests should be performed before connecting to the power source: • Continuity Test of Circuit Conductors A continuity test with all branch circuit breakers and switches controlling individual outlets in the "on" posi- tion should be conducted. There should be no evidence of connection between any of the supply conductors (in- cluding neutral) and the grounding circuit. • Continuity Test of Electrical Grounding System All noncurrent carrying metal parts of the electrical system including fixtures, appliances and the chassis of the home should be tested for continuity with the grounding circuit. The following test should be conducted after connec- ting and energizing the electrical system. • Polarity and Grounding Tests of 15 and 20 AMP Recep- tacle Outlets With circuits and lighting circuits energized, use a receptacle polarity tester to check polarity and ground- ing of each receptacle outlet. MANUFACTURED HOME ELECTRICAL SUPPLY REQUIREMENTS TABLE 7 MAXIMUM LOAD & MAIN BREAKER SIZE (AMP) CONDUCTOR SIZE' (AWG) (TWO LINE AND ONE NEUTRAL) GROUNDING CONDUCTOR SIZE (AWG) FACTORY INSTALLED FEEDER RACEWAY' TRADE SIZE (IN.) MINIMUM JUNCTION BOX SIZE 50 6 #10 1 " 6" x 6" x 4" 100 3 #8 11/4 " 8" x 8" x 4" 125 1 #6 11/2" 10" x 109'x 4" 150 1/0 #6 11/212 10" x 10" x 4" 200 1 3/0 1 #6 1 2" 12" x 12" x 4" 'Conductor size and feeder raceway sized for copper. 7500 rated conductors, types RH, RHH, RHW without outer covering. THW or XHHW. WARNING t CARELESS INSTALLATION OF TELEPHONE AND CABLE TELEVISION LINES MAY BE HAZARDOUS. The manufactured home walls contain electrical circuits and the floor section may contain electrical circuits, plumbing or duct work'. Extreme care must be exercised during drilling 47 through and placing of communication cables within these cavities, to avoid contact with these home systems. Such work should be performed only by qualified personnel. FAILURE TO FOLLOW THESE INSTRUCTIONS MAY RESULT IN SERIOUS PERSONAL INJURY OR DEATH. UTILITY SYSTEM CONNECTION AND TESTING (Continued) Multisection Frame Bonding B HALF Ground damp with screw Ground wire should be the same used on panel box Typical Under Chassis Feed Connections a. Flex conduit a CONDUCTORS b. Feeder conductors c. Junction box B - Black'hor d. Raceway a R - Red 'hor e. Conduit connector W - White'neutr f. Approved electrical G • Green'grour connectors g. Insulated bushing b Typical Meter Base Installations and Grounding SRANCN Cry AUN f DISCONNECT NAETENI i NwE GROUNDING EXTERIOR METER / PANEL BOX COA6EMTION ELECTRODE OVERHEAD ENTRANCE rxLAsss INONDeD Comm OR w� CAKE SERVICE GROUNDING. IANC ON aNAass L: 111111111110 To oROLalloeaN GROUNDING ELECTRODE EU CTFAW INA 48 Front or rear crossmembers or any set of outriggers on opposite halves F.; MAN MAN REI i PANEL .ASE ELECTRODE . ELECTTIODE W SERVICE - DROP CONDUCTOR UNDERGROUND ENTRANCE CLEARANCES AND ATTACHMENT SNAIL BE PER NEC M24 AND M26. MAN PAPKL RVICE SEDMETEa uU HEAD STRAP CONUR OR0UNOW ELECTROOE ENTRANCE BELOW ROOF UNE UTILITY SYSTEM CONNECTION AND TESTING (Continued) METER BASE AND PANELBOARD WIRING WITH MASTHEAD ALL ELECTRICAL WORK SHOULD BE PERFORMED ONLY BY QUALIFIED PERSONNEL. For homes with a factory installed meter base and mast- head, the correct procedure for wiring is as follows: 1. The outdoor (weatherproof) meter socket and service entrance panel may be mounted at any location on the exterior walls of the home with a fixed roof overhang. 2. Bond the service entrance conduit to the service entrance panel with an insulated bonding & grounding bushing. Use #6 (AWG) copper between ground lug on the bush- ing & terminal on the panel. Use #4 (AWG) copper between ground lug on the bushing & terminal on the panel with 200 and 225 amp service. Where threaded coupling and threaded bosses on enclosures with joints exist, they shall be made up wrench -tight in lieu of grounding bushing and strap. 3. A label is attached outside the home and near the service entrance conduit termination which reads: "This connection for 120/240 volt, 3 Pole, 3 Wire, 60 Hertz Ampere Service:' The correct ampere rating is marked in the blank space. 4. A red label is attached adjacent to the service entrance breaker, which states: "WARNING — Do not provide electrical power until grounding electrode is instal- led and connected (see installation instructions):' 5. The grounding conductor shall be connected to the grounding fitting suitable lugs, pressure connector, clamps. Connections depending on solder shall not be used. Rod and pipe electrodes shall not be less than 8 feet (2.44m) in .length and shall consist of the following materials, and shall be installed in the following manner: (1) Electrodes of pipe or conduit shall not be smaller than 3/4 inch trade steel and, where of iron or steel, shall have the outer surface galvanized or otherwise metal -coated for corrosion protection. (2) Electrodes of rods of steel or iron shall be at least 5/8 inch (15.87mm) in diameter. Nonferrous rods or 1/4" x 3" lag screws 2 hole galvanized pipe strap --_ Service Entrance Breaker Run feeder in Rigid or EMT conduit. 1-1/4" min. at 100 amp 1-1/2" min. at 150 amp 2" min. at 200 amp .2-1/2" min at 225 amp 1-1/4" min. at 100 amp 1-1/2" min. at 150 amp 2" min. at 200 amp 2-1/2" min at 225 amp U. L. listed outdoor (Type 3R) meter socket and service equipment panel. Pictoral only, actual equipment may vary with each manufacturer. their equivalent shall be listed and shall be not less than 1/2 inch (12.7mm) in diameter. (3) The electrode shall be installed such that at least 8 feet (2.44m) of length is in contact with the soil. It shall be driven to a depth of not less than 8 feet (2.44m) except that where rock bottom is encoun- tered, the electrode shall be driven at an oblique angle not to exceed 45 degrees from the vertical or shall be buried in a trench that is at least 2-1/2 feet (762mm) deep. The upper end of the electrode shall be flush with or below ground level. Other methods of grounding electrode shall be in accor- dance with National Electric Code Article 250, Part H. 6. Equipment grounding connectors shall be bare, covered, or insulated. Covers or insulation shall be continuous and green or green with one or more yellow strips. 7. Approved fittings to be site installed on end of service entrance conduit to protect cables from abrasion. 8. Connect feeder conduit to conduit stub at distribution panelboard. 9. See Fig. 7-2 below. Site Installed Mast Head The mast head may be shipped loose for field installation due to transportation height. The correct procedure for install- ing mast head is as follows: 1. Remove the temporary transportation cover from the meter base. 2. Remove the 3" lag screws and the straps from the 2x4 blocks between the wall studs. 3. Install the mast head and the feeder conductors as shown in Fig. 7-2 below. 4. Reinstall the 3" lag screws and the straps over the conduit. 5. Note that all the conductors are to extend 18"(min.) from the weather head. The mast head shall extend at least 30" (min.) above the roof line. Clamp -on wea Roof flashing Field install 4 wire feeder to distribution panelboard. Use copper degree C rated conductors (types RH, RHH, RHW, w/o covering XHHW). At 100 amp service - 343 (AWG) w/#8 (AWG) ground At 150 amp service - 2-1/0 (AWG), 142 (AWG) w/#6 (AWG) gr At 200 amp service - 2-3/0 (AWG), 1 -1 /0 (AWG) w/#6 (AWG) gi At 225 amp service - 2-3/0 (AWG), 1 -1 /0 (AWG) w/#6 (AWG) gi Service grounding electrode conductor, #6 (AWG) bar copper. Coil 6' below floor to grounding electrode. (U; #4 AWG with 200 or 25 amp service.) FIG. 7-2 49 ED SLACK /HITE reutral) ,aded Hub Conduit, rigid or EMT. To be field installed CHAPTER 8 PROTECTIVE WINDOW COVERINGS If your home is destined to be set in Wind Zones II or III, then it has been designed to install protective window and door coverings, in the event of a wind storm. Two different types of protective coverings are available. Your home may have either, or both of these types. The first type of protective window covering is to attach plywood to a 2 x 4 member that has been installed around window and door openings. The plywood is attached to the 2 x 4 members with #8 wood screws. The type of plywood, screw length, and screw spacing will vary with the window or door size. See Table 8 for these requirements. Note that the window sizes listed in Table 8 are the small dimension of the window or door (See Figure 8-1). Large openings (such as sliding glass doors) are required to be covered with a plywood and lumber frame assembly. See Table 8 to determine when this is required, and Figure 8-2 for frame construction. Window 2x4 Receiver Fasten Plywood to 2x framing members w/full PVA whf to glue and 6d nails or #8x2" screws 6" o.c. all around. 02 SPF 2x4s, laid flat, 16" o.c. Fig. 8-2 50 Mndow iize. See fable 8. _ CERT #09703 --ci yo-- '. STATE OF ; /NDIANP''V���: ,//,ON At 2x4 Receiver X3/8" Plywood, APA Rated Exterior p Sheathing with 20/0 san rating. Fasten 2x2s to 2x4s with 2-8d nails et each connection. Plywood seem over 2x4. #8x3-1/2"wood screws, 6"o.c. into 2x4 receiver. PROTECTIVE WINDOW COVERINGS (Continued) PLYWOOD TYPE REQUIREMENTS Table 8 WIND ZONE II 1 WIND ZONE III MAXIMUM WINDOW -SIZE STANDARD WALL AREA WALL AREA WITHIN 3' OF CORNER STANDARD WALL AREA WALL AREA WITHIN 3' OF CORNER WOOD SCREW SPACING 14.5" 1 1 1 1 16" O.C. 24.5" 2 3 3 4 16" O.C. 30.5" 4 5 5 7 16" O.C. 36.5" 6 7 6 8 12" O.C. 40" 7 8 8 9 12" O.C. 46.5" 8 10 10 10 10" O.C. 72" 10 1 10 10 10 1 6" O.C. All -plywood for protective window coverings is APA rated exterior sheathing. Thickness and span ratings will vary with win- dow or door size. Plywood listed below, with a higher number than is required by Table 8, may be substituted for a lower num- bered plywood. 1. 3/8" with 20/0 span rating. Fasten to receiver w/#8 x 2" wood screws. 2. 1/2" with 24/0 span rating. Fasten to receiver w/#8 x 2" wood screws. 3. 3/8" with 24/0 span rating. Fasten to receiver w/#8 x 2" wood screws. 4. 1/2" with 32/16 span rating. Fasten to receiver w/#8 x 2" wood screws. 5. 5/8" with 32/16 span rating. Fasten to receiver w/#8 x 2-1/4" wood screws: 6. 3/4" with 40/20 span rating. Fasten to receiver w/#8 x 2-1/4" wood screws. 7. 5/8" with 40/20 span rating. Fasten to receiver w/#8 x 2-1/4" wood screws. 8. 7/8" with 48/24 span rating. Fasten to receiver w/#8 x 2-1/2" wood screws. 9. 3/4" with 48/24 span rating. Fasten to receiver w/#8 x 2-1/4" wood screws. 10. Plywood with wood frame required. 3' 3• 3• 3' FIG. 8-3 CERT #09703 - '. STATE OF '4/1DI ANP. �N�\ p N A. `; 0., l In the event of a wind storm, the corners of this home will sustain higher wind pressure than the rest of the home. Therefore, it is required that windows and doors located within 3 feet of any corner be designed to withstand these higher pressures. Figure 8-3 shows the typical locations of the corners. Table 8 has separate columns indicating the plywood requirements for standard wall area and wall area that is within 3 feet of a corner. • After the wind storm is over and the plywood has been removed, all holes made by the screws in the 2 x 4s should be filled with a weather. resistant caulk. 51 PROTECTIVE WINDOW COVERINGS (Continued) The second type of protective covering is to attach 3/4" plywood directly to the window frame. The plywood is attached to the window frame with #8 screws around the windows frame (top, bottom and sides). The specific instructions for each window manufacturer are shown below and on the next page. DANGER: STORM SHUTTERS CANNOT WITHSTAND SEVERE STORMS. TO AVOID PERSONAL INJURY OR DEATH, CONTACT LOCAL EMERGENCY SERVICES NOW TO IDENTIFY EMERGENCY SHELTER IN THE EVENT OF SEVERE WEATHER. This direct fastening application was designed and tested for use on Philips Products series #22, 23 and 24 lap windows. Do not use on any other products. DUE TO THE LIMITED TIME BETWEEN WHEN A STORM INSTRUCTIONS FOR INSTALLING SHUTTERS ONTO WARNING IS ISSUED AND WHEN THE STORM COULD A PHILIPS PRODUCTS LAP MOUNTED ALUMINUM HIT AT YOUR LOCATION, WE RECOMMEND YOU DO WINDOW THE FOLLOWING BEFORE A STORM WARNING IS ISSUED: 1. For each window size, measure the width and height of 1. Purchase #8 x 1" sheet metal screws (enough for all the windows). 2. Buy shutters and get them cut to size, and marked. The shutters must be 3/4" thick plywood. 3. Store shutters and screws together in a dry place where they will be accessible. SCREW LOCATION DETAIL 3/1l (* & old r maximum /11r (bottom an SCREW LOCATION DETAIL VERTICAL CROSSECTION OF SHUTTER ATTACHED TO FRAME HEAD AND SILL (YPORrAMt: DUE TO THE SHORtMM OF c FRALIEEIXBTH DMN410HE MUST BE IWNTAINEQ � ff33 J 3/1r (bottarn any) the exterior flange of the window. (These become the shutter dimensions.) 2. Determine how many shutters of this size are needed and get them cut to the proper dimensions. 3. Mark each shutter as to where on the home it goes, as well as marking which end goes up. 4. Mark the screw locations on the shutter (as shown below). 5. With the help of an assistant, lift the shutter up to the window and center it on the window. 6. Position the shutter so that the bottom edge of the ply- wood is even with the bottom of the exterior flange of the frame sill. 7. Fasten the shutter to the window with #8 x 1" sheet metal screws. Make certain the shutter does not shift out of position. HORIZONTAL CROSSECTION OF ATYPICAL ALUMINUM WINDOW INSTALLATION WITH AN ATTACHED STORE SHUTTER "IUM FRAME IMS —\ MAIDOW EXTERIOR FLANGE 1 FRMS HUD FRAME SILL Fig. 8-4 52 3/4" shutter EXTERIOR f ox1' tcm ROUM OPENMG STUD INSrAL1A7fON FASTENER 7/1C HARDBWD f\_ 7/1 $ TRW I 3/V (at top and sides) PROTECTIVE WINDOW COVERINGS (Continued) 500 AIRPORT DR. MANSFIELD, TEXAS 76063 (817) 473-4421 INSTALLATION OF PROTECTIVE COVERING AS REQUIRED BY H.U.D. FOR ZONE II AND III The following pages illustrate the application of an exterior window protection in the event of storms (such as hurricanes) as required by H.U.D. Please Note: Installation of protective coverings (such as those listed below) will Negate Egress of the window. Homes with protective coverings (such as those listed below) can not be occupied while the coverings are in place. Parts Required: 1.3/4" plywood — enough for each window in the home. 2. #8 x 1" wood screws or longer (see below for quantity). The installation steps apply to both the vertical and horizontal sides of windows. The size of the window will affect the num- ber of fasteners needed. For windows with a face measurement of 30" wide by 30" high (or any smaller size), install 3 fasteners, spaced eight (8) to twelve (12) inches apart on the head and on the sill. Install four (4) fasteners, spaced eight (8) to twelve (12) inches apart on both the left and right frame sides. For windows larger than 30" x 30" with 46" x 60" being the Maximum size, add one fastener to each side for each addi- tional eight (8) to twelve (12) inches in width and height. To determine the plywood size, (use 3/4" thick plywood) measure the width and height of the outside (exposed) return fin (edge to edge). Position plywood over the window. With plywood supported, drive one fastener through the plywood and window return fin near center of the window sill. Repeat this procedure for the other required sill fasteners. With covering attached at sill, continue driving fasteners around perimofor of +ho nkminnrf using the above spacing formula. After the storm has passed, reverse the above procedure to remc Store materials for future use. HARDBOARD 7/16 3/4 FL`. 7/16 TRIM T_ Wood As Required By Design Nood APPR XO 1/2" 1 F #8X 1" Screw ® 12" O.C. Max. As Per MFG. Standard r INTERIOR OF iiOME 11 WINDOW RETURN V 53 4- SETUP PROCEDURES (Continued) 500 AIRPORT DR. MANSFIELD, TEXAS 76063 (817) 473-4421 Installation of Protective Covering as Required by H.U.D. for Zone II and III The following pages illustrate the application of an exterior window protection in the event of storms (such as hurricanes) as required by HUD. Please note: Installation of protective coverings (such as those listed below) will Negate Egress of the window. Homes with protective coverings(such as those listed below) can not be occupied while the coverings are in place. Parts required: 1. %" plywood — enough for each window in the home. #8 x 11/4' OR 1 1/2' wood screws (see below for quantity). The installation steps apply to both the vertical and horizontal sides of windows. The size of the window will effect the number of fasten- ers needed. For windows with a face measurement of 30" wide x 30" high (or any smaller size), install 3 fasteners, spaced eight (8) to twelve (12) inches apart on the head and on the sill. Install for (4) fasteners, spaced eight (8) to twelve (12) inches apart on both the left and right frame sides For windows larger than 30" x 30"with 46" x 60" being the Maximum size, add one fastener to each side for each additional eight (8) to twelve (12) inches in width and height. To determine the plywood size, (use 3/4" thick plywood) measure the width and height of the return fin (edge to edge). Position plywood over the window. With plywood supported, drive one fastener through the plywood and window nailing fin near center of window sill. Repeat this procedure for the other required sill fas- teners. with covering attached at sill, continue driving fasteners around perimeter of the plywood using the above spacing formula. After the storm has passed, reverse the above procedure to remove the covering. Store materials for future use. Be sure to fill all holes left by the removal of the screws with a suitable silicone type sealant. Material should have a long life rating. This will prevent water and air from entering the home. 54 Exterior Sheathing �On II VINYL WINDOW FRAME %" PLYWOOD k 6 X 1'/." SCREW ® 12" O.C. MAX 4440, WINDOW RETURN FIN VINYL SIDING AS PER MFG STANDARD HOME INTERIOR WOOD AS REOD. BY DESIGN Exterior Sheathing g -17- 9Z PROTECTIVE WINDOW COVERINGS (Continued) Protective coverings may also be installed over doors and sliding glass doors in a different manner than described previously. First, remove the mounting screws holding the door frame to the exterior wall. Then place the plywood (or wood frame) from Table 8 over the door opening and fasten the plywood and door frame back into the wall studs through the same holes in the door frame. Use #8 x 3" wood screws 12" o.c. for doors. Use #8 x 4" wood screws 6" o.c. for sliding glass doors. See Figure 8-6 for a typical application of this type of protective covering. Door Size' See Table 81 1 1 1 / l 1 e to e / 1 1 1 1 1 Plywood 1 face 1 grain 1 1. #8 x 3" Wood Screws 12" o.c. max. #8 x 4" Wood Screws 6" o.c. for a sliding glass door Door Frame Wall Studs ``����ttllrrrrr� .� CERT #09703 STATE OF /4 .. �. N A Lfill t \\\��. a, , l Fig. 8-6 /8x3" Wood Screws 12" o.c. max. /8x4" Wood Screws8" o.c. for a sliding glass door. SECTION B -B rIywooa rrem lame s Due to the limited time between when a storm warning is issued and when the storm could hit at your location, Skyline recommends that the items necessary for the protective coverings be purchased and prepared before a storm warning is issued. Cut plywood to size and mark it relative to window/door location. Store plywood and fasteners together in a dry place where it will be accessible. Once the protective coverings have been installed, the home should not be occupied. 55 CHAPTER 9 FINAL INSPECTION Make a final inspection when home installation is complete to make sure that no items have been overlooked and that all work was done properly. Place special emphasis on the following "checklist' items: Water and Drain System. All water and drain systems work properly and do not leak. Appliance Function and Operation. All fixtures and appli- ances have been tested and work properly. Windows, Doors and Drawers. All windows, doors and draw- ers work properly. Egress Windows. One window in each bedroom is desig- nated as a secondary exit to be used in case of emergency. Each exit window is labeled as such with operating instruc- tions. All shipping hardware should be removed, and the window should operate as explained in the window manu- facturer's instructions. Exterior Siding and Trim. There are no gaps, voids, or miss- ing fasteners, and all seams are sealed. Stack Heads and Vent Pipe Flashings on Roof. All stack head or vent pipe flashings are properly attached and sealed. Composition Roof. All shingles are properly attached, none are loose or missing, and all holes are filled. Skirting Ventilation. The skirting around the home has non -closing vents, located at or near each corner as high as possible to cross -ventilate the entire space under the home. 56 The free area of these vents must be equal to at least one - square foot for every 150 square feet of floor area of the home. The vent size must be increased to allow for insect screens, slats, louvers, etc., used over the open vent area. Low -Hanging Trees and Bushes. If there are any low -hang- ing trees or bushes near the home, trim or cut them. Think about the plants' possible movement during windy condi- tions or when covered by snow or ice. Exhaust Fan Operation and Air Flow. Check all exhaust fans for proper operation and air flow. Bottomboard. Carefully inspect the bottom covering of the home for loosening or tears from installation of pipes or wires. Seal openings around the floor perimeter, pipes or pipe hangers and splits or tears with weather -resistant tape. Anchors and Straps. Be sure the correct number of anchors have been installed at the proper angle, and that all straps have been tightened. Interior Details. Inspect for, and correct, all interior finishing details, such as loose molding, carpet seams, etc. The retailers' representative should inspect the home with the homeowner, give the homeowner a copy of the Home- owner's Manual, and brief the homeowner about main- taining the home. INSTALLATION INSPECTION CHECKLIST TO ENSURE PROPER. HOME INSTALLATION AND HOMEOWNER SATISFACTION, THE FOLLOW- ING ITEMS SHOULD BE CHECKED DURING OR PROMPTLY AFTER THE INSTALLATION AND BEFORE THE HOMEOWNER TAKES POSSESSION: INSTALLATION / PLACEMENT: ❑ Alignment/Close-Off DW ❑ Foundation ❑ Level ❑ Tie Downs ❑ Fuel ❑ Water ❑ Electric UTILITY CONNECTIONS ❑ Sewage ❑ Cross -Over Duct EXTERIOR ❑ Doors ❑ Windows ❑ Ceiling ❑ Trim ❑ Electrical Systems/Fixtures ❑ Cabinets ❑ Furniture ❑ Keys ❑ All Warranties INTERIOR 57 ❑ Roof ❑ Siding/Trim ❑ Paneling ❑ Floor Covering/Drapes ❑ Doors ❑ Plumbing ❑ Appliances ❑ All Manuals 1 Corporate Office — P.O. Box 743 — Elkhart, Indiana 46515 DCP 6-99