Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
065-290-042
NOTES RESIDENTIAL 1065-290-042 014589 EARP, DYLAN IyS'OS MAGALIA DR. MAGALIA CONT: D & A CONST ` MH PERM FND NEW SITE f THE IACD FORM 40-1 A FOR THIS MH CANNOT BE RECORDED UNTIL ONE OF THE ! FOLLOWING HAS BEEN TURNED IN TO THE BUILDING DIVISION: (1) LICENSE PLATE(S) OR DECAL (THE INSPECTOR MUST RETREIVE) (2) STATEMENT OF FACTS (ONLY ON ' NEW MH'S.) INSPECTOR TO VERIFY SERIAL & LABEL #'S. II SPECIAL CONDITIONS 11 SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPY Address 1 : GAS Meter B ELEC Date% [ Met y JOB FINACE D(Date)/�`► /�/ /.,-1 Signature J4 i CHECKED BY ✓ = OK 0 = Not OK = Not Applicable = Not Ready RESIDENTIAL (S Date Underfloor (Plans) OK except #'s Hangers -Post Caps -Anchors -Connectors 1. Zoning -Setbacks- Easements -Flood -Slope Cling. Joist-Rftr. Ties-Purlin-Roff Brac.-Truss-Shting.-Ring. 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth Fireplace Ties or Type A Flue -Fireplace Throat Clearance 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ P' Ftg. Depth Attic Access; Size & Ramex Protection -Draft Stop -Ins. Baffles 4. Ftg., Porches & Decks; Soils -Steel-/ P' Ftg. Depth Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions _5. Stemwalls, Main; Steel-Blockouts-Wrapped Garage Fire Protection Framing 6. Stemwalls, Garage; Steel- Blockouts-Wrapped Property Line Firewall & Openings 6a. Hold Downs and Special Anchors Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits t ` 7. Slab, Steel -Wrapped Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 8. Piers -Fireplace Ftg.-Steel Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test Siding -Nailing Veneer 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 11. Water Pipe; Test -Anchors -Regulator -Service Test Glazing Area -Glass Protection -Skylights -Plastic 12. Electric Underground Shear Walls; Nailing -Bolts 13. Plenums & Ducts; Clearance -Material -Support -Ins. Brace Interior/Exterior Wall Panels 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies Insulation -Walls -Ceilings 15. Access & Ventilation Infiltration -Walls -Windows 16. Insulation Date Date Date Card B-1 Date Card B-1 Date _ Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Ext. Steps -Door & Sidelight Protection -Landings 17. Water Htr.; Vent -Access -Combustion Air Baffle Smoke Detector 18. Water Pipe; Test & Anchor -Nail Protection Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection Bedroom Exiting _ 20: Shower Pan; Test, First Floor -Tub Access 67. 21. Test Tub & Shower, Second Floor -Tub Access 68. 22r Gas Pipe; Sixe & Anchors 69. Stairs & Rails Date 70. Card B-1 Date Card B-1 Date 71. Card B-1 Date Card B-1 Date 72. ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors ' 25. Size Boxes & No. of Conductors Stapled ` 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At 30. Range Circle / / ga Cu or AI.Oven Circ. / / ga Cu or At Insulated Neutral Q Yes O No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector 84. A.C. Unit Disconnect, Electrical -Plumbing Date 85. Card B-1 Date Card B-1 Date 86. Card B-1 Date Card B-1 Date 87. MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic 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 FRAMING (Permit) OK except #'s Date 40. Sills Proper Materials & Anchors Comments at Final: 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing ingle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-Roff Brac.-Truss-Shting.-Ring. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Ramex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 82. Following Insild./Drive .J Yes J No/Walks J Yes J No/Planters J Yes D 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 = OK ' 0 = Not OK - = Not Applicable ' = Not Ready MOBILE HOMES Date MOBILE t!gME UTILITIES (Plans) OK except #'s quirements-Setbacks-Easements on' equirements-Setbacks-Easements Line oils; S ecial MH Support Sketch est Demand -Valve -Connector 3 ew ovation -Test -Fall -C/O -Concrete ' ; MH Test -Crossovers -Breakers -Clearances ater; Location -Test -Easement Needed (Sketch) est -Fall -Flex Connector 5. Elec y; Location-Clearances-Grnd-/ /Amp -Concrete Test -Regulator -Connector 6. as; Location -Test -Wrap;-/ /" L'ft. / /'Nat. or r,%/"L"ft.PLPG Sewer Connected -C/O to Grade -HD Approval 7. Well Clearance & Disconnect . Exit * 8. Utility Clearance ert. qLjOetupancy ermanent Foundation Only; License Decal Electric Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE H_WE INSTALLATION (Plans) OK except #'s onin quirements-Setbacks-Easements Ulm-ot—Igg"ize-Spacing-Marriage Line 3 s; est Demand -Valve -Connector lect ' ' ; MH Test -Crossovers -Breakers -Clearances rain; est -Fall -Flex Connector ate Test -Regulator -Connector 7 ate Sewer Connected -C/O to Grade -HD Approval 8. as and Electricity Tagged 9. Tie D =Type -Installation Cert. . Exit * sp.-Sketch ert. qLjOetupancy ermanent Foundation Only; License Decal Electric Date Card B-1 Dat Card B -i Date Card B-1 Date Card B-1 9. MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures -Pan elboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 BUILDING PERMIT NUMBER: 0 1- 15 89 Address or location of unit: 14805 MAGALIA DRIVE, MAGALIA, CA 95954 Legal Description of Real Property: A.P.065-290-042 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: DYLAN EARP Owner's address: 11 KIDWELL PINES, CHICO, CA 95973 INSIGNIA OR HUD NUMBER: RAD1342393/4 SERIAL NUMBER OR V.I.N.: 09-02-525-13063A/B MANUFACTURER'S NAME: CHAMPION HOMES BUILDERS YEAR: 2001 OFFICIAL APPROVING INSTALLATIO . DATE: 10/31/01 PHONE: (530) 538-7541 't H.C.D. 513C RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 COPY of Document Recorded 01 -Nov -2001 2001-0050991 Has not been compared with original BUTTE COUNTY RECORDER SPACE ABOVE "r111S 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. DYLAN EARP BUTTE COUNTY BUILDING DIVISION REAL PROPERTY OWNER/LESSOR LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 11 KIDWELL PINES DRIVE 7 COUNTY CENTER DRIVE MAILING ADDRESS CHICO, BUTTE, CA 95973 CITY COUNTY STATE ZIP 14805 MAGALIA DRIVE INSTALLATION MAILING ADDRESS. IF DIFFERENT MAGALIA, BUTTE, CA 95954 CITY COUNTY STATE ZIP SAME UNIT OWNER (if also property o.ner. write "SAME") MAILING ADDRESS CITY COUNTY STATE ZIP MAILING ADDRESS OROVILLE, BUTTE, CA 95965 ITYCOUNTY STATE ZIP 1-1589 (530)538-7541 'ILDI PER. IT TELEPHONE NUMBER MANUFACTURER'S NAME -10/31/01 SIGNATURE OF LOCAL AGENCY OFFICIAL DATE NONE RAD1342393/4 DEALER NAME (if not a dealer sale. write "NONE") NONE DEALER LICENSE NO. UNIT DESCRIPTION CHAMPION 2001 SOUTHWOOD MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAMEYNUMBER 09-02-525-13063A/B 24'X 56' RAD1342393/4 SERIAL NUMBERIS) LENGTH X WIDTH INSIGNIAlLABEL NUSIBER(S) RI --.AI. PROPERTY LEGAL DESCRIPTION SEE ATTACHED ASSESSOR'S PARCEL NUMBER A.P. #065-290-042 FICD FORM 433(A) REV. 8/91 WI IITE -County Recorder CANARY - HCD PINK -Applicant GOLDENROD - Building Dept LEGAL DESCRIPTION A.P. #065-290-042 All that certain real property situate in the County of Butte, State of California, described as follows: LOT 111, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "SIERRA DEL ORO ESTATES UNIT NO. V, ON AUGUST 23, 1963, IN BOOK 30, OF MAPS, AT PAGE(S) 47, 48 AND 49. EXCEPTING THEREFROM ALL MINERALS, OIL, GAS, ASPHALTUM AND OTHER HYDROCARBONS NOW OR AT ANY TIME HEREAFTER SITUATE THEREIN AND THEREUNDER AND WHICH MAY BE PRODUCED THEREFROM, TOGETHER WITH THE FREE AND UNLIMITED RIGHT TO MINE, DRILL, BORE, OPERATE AND REMOVE FROM BENEATH THE SURFACE OF SAID LAND AT ANY LEVEL OR LEVELS 200 FEET OR MORE BELOW THE SURFACE OF SAID LAND FOR THE PURPOSE OF ,DEVELOPMENT OR REMOVAL OF ALL OIL, GAS AND OTHER HYDROCARBONS AND MINERALS SITUATED THEREIN OR THEREUNDER OR PRODUCIBLE THEREFROM. ®rpe/_1 1 =STARE OF GILIFORMA BUSWM. TRANSPORTA'nM AND MOUSING AGENCY NUMBER: OA�INTOF►RMMWGANDtS&iNI,YD�DPMENT 8.-78439 OIVISION OF CODES AMD STANDARDS MANUFACTURW PROM M MANUFACTURER CERTIFICATE OF ORIGIN Oftw*AL 040410 FORYNMp TO TKVW~ORV CRWITOIl L"=4 IMM Iz :jr �N TO THE PURCiNSER (D6ALF1t OR TRA/ISFEREE). COPT 1(MR/RTc) FORwARO'TO THE OEPARTHENT AT P.O. SOIL im SACRAMENTO. G -180. N TWW FNA (5) DArt OF RELEASE DOPY 2 (vtLgLLa" DeU'* A TO THE TR#*WORTER TO ACCOMPAWT1E UNIT TO ITS OESTNATION. COPY 3 (OOLOCNIM) TO OE RETANEO BY THE M VAIFACTURER MCO 405.0 - Sift 1- (?A7) ❑ CHECK IF THIS IS A OUPLICATE MCOe LATER Ot00M40kL MCO No. -0 HOME OR T MANUFACTURED MOLiSINC3 SFO (SINGLE FAMILY DWELLING) ❑ MUMH (Mt�Ln-UNiT MANUFACTURED HOUSING NUMBER OF TRANSPORTABLE SECTIONS _ 2 QNSIC MAI rneryN• OCCUPANCY GROUP MANUFA MAMUFACTWER LICENSE NUM ER: ion Home Builders Co. 90086 MAN SU ESTER RETAIL PRICE: P.O. box 429 Lindea►y C CA 932 6 56,192.00 MANUFACTURER TRADE NAME ROYIUA MODEL NAME AND/OR NUMBER: -2 DATE OF A HAW OF DEALER TRANSFEREEEE (OVVNERSWP TRANVERRED TO): CALIF. DEALER NUMBER OR DATE OF T(tANSFER: Dupar and Angel Mfg Housing TRANSFEREE DESIGNATION: 09-10-01 oEALER OR INVENTORY CRE NAME: Deutsche Financial Services tNIVENTORY CREDITOR ADDRESS: 655 MARYVILLE CENTRE DRIVE ST. LOUIS '40 63141--5532 saa00) S4OTKIMMANUFACTURER SERNL NUMBER MCD INSIONN OR NUO LABEL MUMSER LENOTN WnTM WEIGHT 04 MIC MICItE8 POUNDS 1 --09---02-525-130C 1 3 11 1 AA TawivORTER NAME: TRANSPORTER ADDRESS: P.O_ Box 179s1..CA DESTINATION FOR UW DESCRIBED AWOE: sa+«(CmSul. law yW*KpwGNPNpr►rty1/101,Mws0yrSWAdCsNombMetoab"ImmNvwONao, Lyawno an 9 4 r tSuu) SKMATURE OF AUTHORWED AGENT: Oftw*AL 040410 FORYNMp TO TKVW~ORV CRWITOIl L"=4 IMM Iz :jr �N TO THE PURCiNSER (D6ALF1t OR TRA/ISFEREE). COPT 1(MR/RTc) FORwARO'TO THE OEPARTHENT AT P.O. SOIL im SACRAMENTO. G -180. N TWW FNA (5) DArt OF RELEASE DOPY 2 (vtLgLLa" DeU'* A TO THE TR#*WORTER TO ACCOMPAWT1E UNIT TO ITS OESTNATION. COPY 3 (OOLOCNIM) TO OE RETANEO BY THE M VAIFACTURER MCO 405.0 - Sift 1- (?A7) 09/14/01 10:51 BIDJELL TITLE CUSTOMER SERVICE 4 5305330125 RECORDING REQUESTED BY: Fidelity National Title Company of )ralifornla EacroW No, 302718 -WC Tide order No. 00392718 When Recorded Mail Document and Tax Statement To: Mr. Dylan Earp 11 Kidwell Pines Drive Chico, CA 95973 NO.96? P002 Ilil 1111111 II!l11711111i1u�lll II �mQlt 1--�028S;�A• Recorded Official Records CouuntyEOf MOCE J. 6RMS Recordder R08i:HARY GICKWN assistant 09:11110RM 03--Jul-2001 I � 1 00 .45 1 I I' I Vickie I Page 1 of Ar'N: V0a-tUV-U4L GRANT DEED SPACE ABOVE THIS LINE FOR RECORDER's USE The undersigned grantor(s) declare(s) Documentary transfer tax Is $10-45 ( x ) computed on full value of property conveyed, ;oi t ) computed on full value less value of liens or encumbrances remaining at time of sale, I 1 Unincorporated Area City of Unincorporated FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, Donald R. Fitch and Billie S. Fitch, husband and wife hereby GRANT(S) to Dylan Earp, An Unmarried Man the following described real property in the City of Unincorporated County of Butte, State of California: SEE EXHIBIT ONE ATTACHED HERETO AND MADE A PART HEREOF DATED: June 25, 2001 STATE OF COLORADO COUNTY OF G I =f ON � before me; 4w 14 7 C-f41Wff sonally appeared Donald R. Fitch THIS DEED IS BEING SIGNED IN COUNTERPART Donald -A. Fitch Billie S. -Fitch personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) istare subscribed to the within Instrument and acknowledged to me that he/she/they executed the same in hislher/their authorized capacity(Ies), and that by his/her their signatures) on the Instrument .the<s person (s), or the entity upon behalf . of person(s) acted, executed the instrument. Witness my hand a (ficial seal. .���`���,� �• •• ,,ye�'.' ~� Signature •, i ::;. ':: lr.�rn CAP 9l -14/".P MAIL TAkSTATEMENTS AS DIRECTED ABOVE FO -113 (Rev 7196) lapZiy DEED L 09/14!41 10:52 BIDWELL TITLE CUSTOMER SERVICE 4 5305330125 Order No. EXHIBIT "ONE" Lot 111, as shown an that certain MeP entitled, "Sierra Del Oro Estates Unit No. 1 ", tiled in the Office of the County Recorder of Butte County, California, on August 23, 1963, in Book 30, of Maps, at Page(s) 47, 48 and 49. EXCEPTING THEREFROM all minerals, oil, gas, asphaltum and other hydrocarbons now or at any time hereafter situate therein and thereunder and which may be produced therefrom, together with the free and unlimited right to mine, drlll, .bore, operate and remove from beneath the surface of said land at any level or levels 200 feet or more below the surface of said land for the purpose of development or removal of all oil, gas and other hydrocarbons and minerals situated therein or thereunder or producible therefrom. Assessor's Parcel No: 065.290.042 N0.967 Pb04 V STATE OF CALIFORNIA DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT DIVISION OF CODES AND STANDARDS REGISTRATION AND TITLING SECTION STATEMENT OF FACTS This unit is a: Mobilehome Commerical Coach Fl ating Home Truck Camper Decal (License) No. (s) Trade Name Serial No. (s) I/ We, the undersigned, hereby state that the unit described above: , C�.,�. ���- � -p�� N c��o� - ago � del a► b,� Affiant further agrees to indemnify and save harmless the Director of Housing and Community Development, State of California, and subsequent purchasers of said unit, for any loss they may suffer resulting from registration of the above- described unit in California, of from issuance of a California certificate of title covering the same. I./ We certify under penalty of perjury that the foregoing is true and correct. Executed on �1i��\ at: Oroville ,California �e) (City) (State) Signature of each affiant Printed name of each affiant HJ Address 1740 Feather River Blvd. City chelle Freel, Office Manacier Oroville , State California HCD 476.6 (Rev 11/86) r i i� , � �., COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-754 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT �l ASSESSOR PARCEL NUMBER 065-290-042 ZONING BUILDING PERMIT OWNER EARP DYLAN TELEPHONE 899-9470 SO. FT. OCC. BUILDING VALUATION 1344 .OWNERS MAILING ADDRESS 11 KIDWEL.L PINES, COHAS M., CA 99M CONrRACTOR'S NAME D & A CONSTRUCHON TELEPHONE 15 CONTRACTORS MAILING ADDRESS 1740 FEATHER CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ �9157� nn ARCHITECT OR ENGINEER LICENSE NO. Film Fee $ 20.00 Permit Fee$ 2.5900 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan CheckingFee $ 2200 BUILDINGADDRES Energy Plan Checking Fee $ - $ PERMIT FEE $ LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling ee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: MH ON FOUNDATION SYSTEM (NEW SITE) Gas piping system 1 - 5 outlets 15.00 99 Buildingsewer 15.00 ' Mobile Home I S I G I W 920.00 PERMIT FEE S ELECTRICAL PERMIT Ming ee 20.00 Main Service zoos oA .ss 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. - 1 _ �.�1.-��� �� License Class (� —j Lic. No. , ✓ "`""YYt" OWNER -BUILDER DECLARATION hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑. 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' consation insur rice carrier and policy number are: Carrier � �nGlC, Policy Number I\fin D \-13— n` (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. . X-(%�',� Date Signature of A plicant - ❑ Owner 3KContractor ❑ AgentAn OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. 00 Main Service 200A TO 1000A 46.00 ' NEW CONST. DWELLING OOCUP. : ( 3.50 ORNEW COONS MULACC �iET NON•RESIO. @7.50 PowER APPARATUS 8 SINGLE OUTLET CIR. 20@'.� Ex. Occup. ccu OUTLET OR FIXTURES BAL @ ,50 FIXEI Ex. Occup. OUTU Aa oR� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S MECHANICAL PERMIT Filin Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TTAL FEE -$410-00-, . HAZ. D. FE IMP Co DF ARCEL D U This permit is hereby issued nder t Le applicable of the utte Coun Code and/or Resolutions Ind i to b for hich fees have been By Date PERMIT EXPIRES ON l Delve provisions to do work paid. / O� Receipt No. 32 5012 /1 7 nn WHITE-D.D.S.-B.D. C NA AS SS0R PINK -INSPECTOR GOLDENROD -APPLICANT 1. `' COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 R T No. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBERZ 0ko5- a - I - BUILDING PERMIT OWNER T HONE SO. FT, OCC. BUILDING VALUATION OWNERS mAiuNGPbOAESS CONTRACTOR'S NAMETELEPHONE -9641 CONTRACTORS MAILING ADDRESS 1740 Feather River Blvd. Oroville 95965 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee S / 0 ' G - Z $ 2 �� ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee - $ BUILDING ADDRESS A � a • Energy Plan Checking Fee $ $ PERMIT FEE $ 2,,,d LOT NO. r SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome 1A Other - SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation Other ❑1 Describe Work: sl� On �a SV Gas piping system 1 - 5 outlets - 15.00 Buildin sewer 5.00 _ Mobile Home I S I G I W 920.00 PERMIT FEE $ S ELECTRICAL PERMIT Fling Fee 20.00 Main Service 20°AORLESs' 23.00 3,00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professicns Code, and my license is in full force and effect.P License Class C 4-7 Lic. No. 457364 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property,'am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service TO IOooA 46.00 NEW CONST. DWEWNG OCCUP. OR ADDNS. ( a ACC. eLnS. T SO 3.50FT. ,,oµgalp ' MULTI.OUTLETCIRCUITS g7.501 OWER APPARATUS a SINGLE oLmiT CIR. EX. Occup. OUTLET OR FIXTURES 2 I'50 SAL @ .50 Ex. Occup. ourLEEDTs RE'�Si&) E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ �' 3• WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is Issued. X1 I have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' c Tmpinsation insurance carrier and policy number are: Carrier S1t{�Q _�� Policy Number kgfi442lIGoZOI'13- O\ (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant - ❑ Owner X$ Contractor ❑ Agent. An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ TOTAL FEE $ HAZIMPFLOOD CDA PARC HD SUE CONdhelssued This permit is under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been By Date PERMIT EXPIRES ON provisions to do work paid. ate Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR OL ENROD-APPUCANT G TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance U� E.M. USE ONLY 9k, Plot Plen Aneched Floor Plen Attaehed Sent to B.O - /! � V cn��LU1ml—, . (� &6n:;a M!ajcLQ,� it- /D., . OCAS - Z9® - 042- Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public[ Private Well Clearance for 3 b dwelling. Other 12e^ n�t_4 of final for: Final clearance O.K. for: NOTE: w p ylo-"A, lk T&A- - alta -A- Acct lofiipn e&W( dttj & C -l", i 6 -z3 -01 Environmental Health Specialist Date .Y r ' �' �» = tf .viiM,�"Ft'JY�T►�u4s°E9 �S 1 Ttt tY1� ��e k4 ' ... '-'i t .tk.w'Y •+, - i `t 'COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION ' 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: n, ', %4- ASSESSOR PARCEL ER: 2 90 - 0 412 - Proposed Building se:h ai nCl �Ieu J Building Inspector: T Date: At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All iiems have been submitted.------------------------------------------------------------------------------------- V1. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ ❑3. Complete plans, 3/4 sets, signed by the prepares of plans. ----------------------------------------------------- t 06 Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans.-------- 115. ------- ❑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. --------------------------------------------------------- ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ ar, anufactured Home data and installation instructions including Tie Down Specifications.------------------ Fees of $ .Impact fees as shown on the attached schedule.-----------------------------------------------------------------9 / ev -L "2. California Department of Forestry plan approval/fees. ------ . 0 13. Flood elevation certificate. -------------= ------------------------------------------------------------------------- Sanitation and plot plan approval(�h I &C) Health Department. - - - - ------------------ ❑ 15. City of Chico plumbing permit. ----------------------------------------------------------------------------------- ❑l1`a --- 6. Plot plan and business license approval from the City of Biggs. ------------------------------------ - Z, 7. Planning approval for (A) Use: /K (B) Parking: ---(-----3`, Djo 9 ❑20 Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. Encroachment Permit for driveway (construction approval prior to occupancy). ---. Pre -inspection for required. Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). El 22. Workers' Compensation carrier and policy number. ----------------------- 1323. Owner -Budder Verification (Given to owner ❑, Mailed to owner ❑). - Letter of signature authorization .-------------------------------------------- 615"Recorded co of Agricultural Acknowled ent Statement. ------------- ❑ 26. Letter of intent on building use. ---------------------------------------------- 027. Manufactured Home utility clearance. --------------------------------------- -qtr -0 C. ;�P (Date) LI MIR SIX ivy_ ❑ Existing violations and/or ex .red permits. --------------------------- -------------------------------------- ❑4--------------- E130. / 33 A, Grant Deed, C1 M.H. Title, Check to H.C.D $ .--------------- ❑ 3 0. Other: ------ When you issue the permit, process as follows C1 Mail to owner, ❑ ail to contractor. � �� LL,, M Telephone s� 3 j !3 and hold for pickup at rOy�/�6 office. 11 Deliver with inspector. 1 Applicant:"' I �y� Date: LOI&7I&V�, Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution . 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: 1 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 i ' 'o counter, by ate: Plans reviewed by: iV` '� Date' • (g - p � Plans approved by: Date: Sets of plans 6n hold in ❑ Plan Cabinet, ❑ A.P. folder.4- Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. r 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 JA,� ��'r A. P, # 1-20 _61& PROPOSED BUILDING USE L - an (I DATE ! RECEIPT # DATE REC. 1. BUILDING PERMIT FEES --Balance Due ..... ................................... :................ $ --Additional Fees Due .....:...................................... $ --Additional Fees Due ............................................. $ -Revised Plan Checking Fee...................f $",U t -✓D/'^` 2. SCHOOL DISTRICT FEESA (AAL - Ce (paid at District Office) _Z3. SHERIFF FEES (paid at Building Division) Residential :.................'.................. x $360.00 =- Units Commercials ( q. ft.) ........:............. x $0.03 = $ Sq. ft. 4. URBAN AREA FEES. Residential .:.......................... x = $ # Units Amt. Commercial -(Sq. ft.) ............ x = $ Sq. ft. Amt. 5. RECREATION DISTRICT FEES 6. THERMALITO DRAINAGE DISTRICT FEES i �$510.00 (paid at Building Division) . 7. SRA FIRE INSPECTION AND PLAN CHECK 89.00 aid Building n $ ..(P at g Divisi o) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER 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. i APPLICANT 1J�l`7� � Q t i DATE o�^I Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 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. 6/00) -� .. �- - -- -►rte � -" COUNTY OF BUTTE- ' DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION p' 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER f "'/i' A. P. # PROPOSED BUILDING USE P7 ai z NeUJE1 DATE �/ ��✓ t J 1 RECEIPT # DATE REC. 1. BUILDING PERMIT FEES --Balance Due ...........:............................................ $ --Additional Fees Due ............................................ $ --Additional Fees Due ............................................ $ t "� `-Revised Plan Checking Fee..................E,�.� S4 2. SCHOOL DISTRICT FEESI A (At1 t� e ( )n I C1 O/(q11 (paid at District Office) //6 1 . 3..:SHERIFF•FEES (paid at Building Division) Residential ..................................... x $36G.- 01: 0t' �,� I ' Units 16 1 f n, — Commercial' (sq. ft.) ...................... x $0.03 - $ � ._ •' ( Sq. ft. rffAw ? Residential ............................✓� r' r" S� (eD�✓^f r,o d J 4: �`' URBAN AREA FEES , x =$ # Units Amt. Commercial (Sq. ft.) ............. -x-=$ I r Sq. ft. Amt. RECREATION DISTRICT FEES THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid afBuilding Division) WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) ` ,r OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. Th66 fees ` may be changed during the plan checking process. APPLICANT C)DATE Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 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 abovelmentioned items during.which you may protest. The requirements for iprotest.are specified in Government Code Section 66020(a). Original Ru,lding D,y:•, 2nd Copy '= Applicant 31Copy`I Owner — (Rev. 6/00) _)004��q -jm-6q_ -1mv�MW PLANNING DIVISION -BUILDING PLAN APPROVAL Use:-�� Date: SIN Par ng: Landscaping. Oth r• #llfeh+4-y ,ttt'st IP #A 9W) aY�?Y ._ro - -- tel- 6`)� �-C �o ,°1' x fie (zaGGLQ�� 0 ardd oza . 4. :� �J ��', ll�.�....cm. sn`a ��r�r.e,�nnc�.r+�s«ea�wn.uw�e�raow.+w.sr..«�rw...o..-�......a ��i � �� ��. � wur�.w..a.......:.M..-.. f K i�+'iS . r+...a+�ae.✓+r..wrnv�Y i. p E" •.....w.ww...•r .� • � �� •�� �lI'Lt�.•l {�"i�i/1�r^j 7l�{4 •y�(`�1✓L'?�1 �{s.., . .r .. �, � ' .` 4 . i� i i �� S .' J "i MOBILEHOME INSTALLATION DATA 1) Owners Name: 2) Assessors Parcel Number: US- - C -3-Q - 014 � 3) Installers Name: INTEGRITY HOMES, INC. 4) Is the site currently under permit? Yes [ ] No [A Permit No. 5) Is the`site an existing site? Yes [ ] No [ � (If yes, furnish two plot plans). 6) What is the electrical rating of the mobilehome? Dn Amperes. 7) What is the mobilehome site circuit breaker rating? Amperes. 8) What is the electrical rating of the mobilehome site? _Amperes. 9) Is the main service remote from the mobilehome site? Yes [ ] Nom] If it is, what is the rating? Amperes. 10) Is there any other electrical load to be served by the mobilehome site electric service (ie well, garage, etc.)? Yes [ ] No QC] If yes, please identify the load and size: a) The mobilehome site: Load- Amperes - b) The main service: 'Load- Amperes - 11) Type of gas service at mobilehome site: Natural [ ] Propane [o None[ ] 12) Size of gas pipe at the mobilehome site from the meter or tank: 3/4" . 13) What is the gas pipe length from the meter or tank to the mobilehome? L�5 (ft.) 1.4) What is the mobilehome gas demand? B.T.U. '(This information is not required if the pipe length is less than 6 feet on natural gas or less then 50 feet on propane). THE OTHER SIDE OF THIS FORM MUST BE COMPLETED IN ORDER TO PROCESS THIS PERMIT APPLICATION r MOBILEHOME SUPPORT DATA Mobile Manufacturer: �`,p +[�� Manufacture Year: If other then single wide, fumishSetup Model Number. Width: p1 (ft) Length: p (ft) Tagalong or Expando Size X On all mobilehomes manufactured after October 7, 1973, furnish manufacturers installation manual and structural setup sheets. FOOTINGS: Wood pressure treated or foundation grade`(] Other: SUPPORTS: Concrete block [ Other: Provide Tie Down Specifications for all Mobilehomes: ��,� C I L Pier Footings Sizes and Location SINGLE WIDE MULTI -WIDE Line 1 Line 1 Line 2line 2 ................................................................................................ Main Beams Lint2..................................:......................................................... e 2 Line 1 Uwe 3 Line 2 Main Beams ................................................................................................ Line 2 Line 1 ................................................. e S Tag or Triple e 4 ine I Line 1 Piers: Size minimum:]XI I Spacing maximum: From ends -max: " Line 2 Piers: Size minimum: x 1-101 Spacing maximum: From ends -max: Line 3 Roof Loads: Size minimum Location (from rear): Line 5 Roof Loads: Size minimum Location (from rear): Line 1 Openings Size minimum:]XI I Each side of openings " with width over: " Line 4 Piers: Size minimum:]XI I Spacing maximum: ' " From ends -max: " �3 S ^ a3'a'ST►e a�`td`��b JUN. I � -26' 01 (TVE) 12:05 o g i o a7iF•y Ye `e= _ I � 1 ��IC CHAMPION #0009 0 tE--:559 S62 146336 —.1.11 e•.n —j 02 - 1 all Irl OF/CL ! ON3 H)IIH AN -8 :N3 H)![H J;LN-a II 1 I I I I 1 o g i o a7iF•y Ye `e= _ I � 1 ��IC r Q p e • I 1 I I � _ y=� _a ae`E I =S r.5 a¢ re c � I I1 I I � � per• � 0 • t = Irl 7� ; I cr- • i ; �$� ��I , Int '$; , o� I cr- QJ V A( d n o u a r .$outhwood Model #525 1,307 Square Feet 23'-4"x56' Great Room 16'-11" ' (ReplacesMi %Room) Built By (gcHampion HOME BUILDERS CO. Lindsay, California Opt Bdrm #4 10' (Replaces Famry Room) 5 Opt Wvdow• O_ g 36'x 36' j Opt Glamour Bath (Opt. Piave Wrdows Replace 14' Widow) Model #525 1,307 Square Feet 23'-4"x56' Great Room 16'-11" ' (ReplacesMi %Room) Built By (gcHampion HOME BUILDERS CO. Lindsay, California Opt Bdrm #4 10' (Replaces Famry Room) 5 j r w _,.«,;� � °� ..:.� s4.�tk „Nr; •- i�i.r-r c� .,. s :. rda'� 1`-.s� •` «. .r..,,.. a..«., BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District « P(� f- C— Building Department No. A.P. Number �� "' rJ"l9 - o �'i 'L Jurisdiction: F-7 City County Property Owner 0--4 IOL A/ Fri r- to 1 Property Location/Address c - !R QL 1 a D 2 t UV t Q a a. I 1 Subdivision Lot No. .................................................................................................................... Residential Development Sq. Footage /3qq No of Living MOW, Home Addition/ *Supplementalto (Group R) Units Installation Conversion Permit # *(No foundation inspection) €................................................................................................................... Commercial/Industrial New AddRion Department (Floor Plans reviewed by School District Identification No. Dl r 1j School District certifies that �L�- (Street Address) (City) has complied with the requirements of Resolution No. representing 7 y square feet. School District Representative �-► Paid by Check # Z/ r Remarks: (State) Sq. Footage (Including Exterior Roofed Areas) Date (Applicant) ' (Phone Number) (Zip Code) by payment of $ AB 2926 $ FULL MITIGATION $ -t Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 660201a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this proiect may be subiect to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.x)s (10198)dmm w SITE PLAN REVIEW APPLICATION Date: �r �✓ 0/ AP# P&J-- ypol 9�— g Permit Number (if applicable) 69/ —%.S �? % APPLICANT INFORMATION Parcel Size: Owners Name: Q R P Q Owners Address: f l 1Ccr�..��/� %fir .✓cam 5 Cp�i1 �45�7-� G¢ Telephone No.: - b Situs Address: jylA"U 4 Proposed Use: Residential ❑ New Single Family Residential ❑ Single Family Addition Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel Other, ' ❑ Septic ❑ Well ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Sta/i Use) ved Conditionally Approved ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved Ste 4g9^,W4 r1.,A , 41?ft1Pwi47 M,4T 8F,0,440050• By ' Date Pagel of 5 !: 1 Parcel Is In: Snow Load Area: ❑ Land Conservation Act Minimum Acreage:' ❑ Nitrate Action Plan' (See Environmental Health for -standards) Verify residence can be built per contract ❑Watershed Protection Overlay Zone (See attached standards and requirements) Expansive Soils (Test for expansive soils and if verified proper foundation design. required) SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: • Flood Panel No.: Index Date: ❑❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑North Chico Specific Plan (See Development Fees Section and attached standards and requirements) Chapman/Mulberry (See attached standards'and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit E3 Minor Variance E] Administrative Permit ❑ Variance ---------------------- Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: Applicable Building Setbacks: Zoning Code Front a© ; Side Side Street Rear 5� - Height Waterway N/A ❑ Setbacks drawn on site Plan. Streets & Hig N/A ;hways Fire Prevention Subdivision Map N/A ❑ CDF approval needed for encroachments into SRA setbacks. Page 2. of 5 ' Applicable Development Fees: Standard Fees Amount . Formula ❑ Fire - . ' ❑ . School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other ------------------------------------------------------------------------------------------------------------------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) • Check with school district to verify actual -fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By ❑ Deeds: Date of Creation: Deed of Reference: Parcel Frontage on Publicly Maintained Road: Complies with County Standards for Deed Creation: Comments: Legal Access Provided: ❑ No Legal Access Required ❑ No ❑ No ❑ Yes, Road Name:. ❑ No ❑ Yes ❑ Yes ❑ Yes ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger E] Obtain a Lot Line Adjustment ❑ Com ply �with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 Subdivision Map/Parcel Map: Map Date of Recording: Lot: /d*/ ❑ Use Permit/Minor Use Permit Permit Number: Book: oZ ( Page: 34"f Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems . shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required: ❑ Property owners responsible for roa n Page 4 of 5 Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review: CAMP Document.ABuilding Permit Site Plan Reviewl.doc Page 5 of 5 y ■ Chapter 24 of the Butte County Code ■ SECTION 24-231 WIRELESS COMMUNICATION FACILITIES IN THE U (UNCLASSIFIED) ZONE Notwithstanding anything to the contrary in Section 24-230, Wireless Communication Facilities are not allowed in the U (Unclassified) zone unless a permit'is obtained, subject to the requirements of Section 24-262. (Ord. No. 3569, 12/7/99) SECTION 24-235 "WP" (WATERSHED PROTECTION OVERLAY) ZONE (a) Purpose and Intent: This district classification is intended to be utilized as an overlay zone which shall be overlaid onto other zoning districts to establish the boundaries of a watershed, and for the following purposes: (1) To protect the County's surface and ground water resources. (2) To reduce future governmental costs by preserving public water supplies. (3) To recognize the essentially public nature of the land and water resources of a watershed, and that their continued vitality is directly related to the social and economic welfare of the County and its communities. (4) To protect the public health, safety and welfare by requiring such additional restrictions upon the use of the land as are necessary to retain the natural balance and integrity of a watershed. (5) To recognize the uniqueness of each watershed by basing the selection of the most effective measures for their protection upon an evaluation of the soils, climatic conditions, topography, vegetation, drainage patterns, and any other specific conditions unique to the watershed. (6) To allow the County or its citizenry to identify watersheds where a natural or man-made imbalance in the environmental system occurs and provide a means for repairing or restoring the natural functions of these watersheds. (b) Adoption of Policies, Procedures and Standards: (1) In recognition of the unique characteristics of each watershed and the need for individual evaluation, the policies, procedures and standards for each watershed shall be adopted on an individual basis by ordinance in'conjunction with adoption of a "WP" Zone for a watershed. The procedure for adopting said policies, procedures, and standards shall be in accordance with Section 24-25.20 through, 24-25.45 of this Chapter. ■ Comprehensive Zoning Ordinance ■ ■ Chapter 24 of the Butte County Code ■ (c) Application: f (1) The "WP" appearing after a zoning designation on the Comprehensive Zoning Plans indicates that the properly so classified is subject to the provisions of this Article in addition to those of the underlying zoning district onto which it is overlaid. (2) The regulations of the "WP" district specified within this Article and as specified in an ordinance adopting policies, procedures and standards shall prevail over any conflicting regulations of any zoning district onto which the "WP" district is overlaid. (Ord. No. 3176, § 1 (Exh. A), 1-24-95; Ord. No. 3431, § 1, 6-9-98) SECTION 24-235.10 ' POLICIES, PROCEDURES AND STANDARDS FOR THE FIRHAVEN CREEK, PARADISE RESERVOIR, AND MAGALIA RESERVOIR WATERSHEDS (a) Land Use: (1) <fCurrent lot or parcel si e in the Firhaven Creek Watershed shall be stringently maintained. No further division of lots or parcels shall be permitted. (2) Current zoning shall be maintains; within the Magalia Reservoir, Paradise Reservoir andF uhaven reek Watershed. Consideration of zoning proposals to a larger minimum parcel size is allowed. (3) No change in zoning shall be made and no use permit shall be issued unless and until the individual and cumulative impact of additional sewage disposal and surface water runoff created by new development which such zone change or use permit might allow can be proven to the approving authority by the applicant(s) to have no adverse effect upon the water quality of the watershed. (4) Notwithstanding the permitting requirements in any zone district which underlies the Watershed Protection Zone, a Second Dwelling Unit pursuant to Section 24-280, shall require a Use Permit within the boundary of the Watershed Protection Zone. (5) Notwithstanding the provisions of any zone district which underlies the Watershed Protection Zone, the use of the Flexible Lot Size Provisions in Section 24-82 shall not be allowed within the boundary of the Watershed Protection Zone. (b) Sewage Disposal: (1) A one hundred -foot (100) sewage disposal setback from a perennial stream, a fifty (50) foot setback from an ephemeralstream or drainage way, and a two hundred (200) foot setback from a lake or reservoir shall be strictly enforced for all lots or parcels within the Firhaven Creek, Paradise Reservoir and Magalia Reservoir Watersheds regardless of the date the lot or parcel was created. ■ Comprehensive Zoning Ordinance ■ III - 96 ■ Chapter 24 of the Butte County Code ■ (2) Appendix VII of the Butte County Improvements Standards for Subdivisions and Parcel Maps and Site Improyements pursuant to Chapter 20 of the Butte County Code which now applies only to single-family residential lots or parcels created after April 4, 1974, shall also apply to. all other development, including multi -family residential, commercial, and industrial, on all lots or parcels regardless of date of creation. The gallonage of sewage application shall be pro -rated in proportion to the usable area of the lot or parcel as detennined in accordance with Appendix VII, using the Table I value of three hundred fifty (350) gallons/day area requirement. a. A variance may be granted, pursuant to Section 19-21 of the Butte County Code, only on an existing lot or parcel when special circumstances are applicable to the property involving the soil characteristics, topography, or .surrounding property characteristics. Variances may be granted only to the usable area requirements of Appendix VII, Table 1. Cumulative effects within the hydrologic basin shall be considered prior to issuance of any variance. In no event shall a variance be granted that would provide less usable area than the requirements of Butte County Code, Chapter 19, Section 19-12. b. An application for a variance shall be made in writing on a form prescribed by the health department. Upon receipt of the application, the Health Officer together with the Manager of the Paradise Irrigation District, and the Chairman of the Water Committee of the Upper Ridge Coordinating Council, shall make an investigation .to determine whether a variance should be granted. At the conclusion of the investigation, the Director of Environmental Health shall prepare a written order granting or denying the variance, and shall include in such written order specific findings of fact and reasons for its granting or denial. If the Environmental Health Division of the Health Department denies the application for Variance, the applicant may file an appeal with the State Regional Water Quality Control Board within ten (10) days after denial. The decision by the State Regional Water Quality Control Board shall be final. (c) Erosion Control Measures: (1) All drivewa s for new home sites on new or existing lots shall be surfaced with at least two (2) inches of Class 2 aggregate base, unless required to be developed to a higher standard. (2) All roads created as a result of any land division shall be surfaced with a minimum of two (2) inches of Class 2 aggregate base, to a minimum width of twenty (20) feet, unless required to be developed to a higher standard by other code requirements. This standard shall apply from a maintained County road, or existing road of a higher standard, through the parcel being divided. (3) All roads and driveways shall meet the minimum requirements as prescribed by Public Resources Code 4290 and 4291 and Butte County Fire Safe Regulations, or as ■ Comprehensive Zoning Ordinance ■ III - 97 ■ Chapter 24 of the Butte County Code ■ prescribed by the Butte County Department of Public Works. (4) Erosion and sediment control plans, including provisions for wet weather conditions, shall be submitted with all Building permits, discretionary development projects, and grading plans, excluding structures that fall under the provisions of Section 26-3.1 of the Butte County Code. The erosion and sediment control plans shall include both temporary (first year) and permanent erosion control protection measures that prevent sediment and other pollutant discharges from reaching watershed drainages and .streams. The erosion and sediment control plans shall comply with the recommendations of a'qualified professional involved in the preparation of erosion control plans. Said plans shall be reviewed and approved by the Department of Development Services. (5) The erosion and sediment control plan shall include the time of year for construction activities. No soil disturbance shall occur after November 15 or before April 1 unless the Director of Development Services, or his or her authorized agent, determines project soil conditions to be adequate to accommodate development activities. All such areas where land clearing has been completed between April 1 and November 15 shall be revegetated, hydro -seeded, mulch protected or otherwise stabilized no later than December 1. Should grading be permitted during the rainy season, the smallest practicable area of erodible land shall be exposed at any one time and the time of exposure shall be minimized. Temporary erosion control measures shall be in place on a daily.basis. (6) No structures shall be placed within two hundred (200) feet of the high water mark of the Paradise or Magalia Reservoirs or within fifty (50) feet of the top of the bank of any perennial or ephemeral water course, as shown on the most recent edition of USGS 7.5 minute topographic maps, in the Firhaven Creek, Paradise Reservoir, and Magalia Reservoir watersheds. This provision shall not preclude development on a parcel that would otherwise become undevelopable due to this provision. (7) The location of homesites (building envelopes) shall be shown on all future parcel and subdivision maps in the Firhaven Creek, Paradise Reservoir, and Magalia Reservoir watersheds. (8) Erosion and sediment control plans prepared by a qualified professional involved in the preparation of erosion control plans shall be submitted for all three -acre exemption conversion timber operations in the Firhaven Creek, Paradise Reservoir, and Magalia Reservoir watersheds. (9) Three -acre exemption conversion timber harvest operations shall not be conducted in the Firhaven Creek, Paradise Reservoir, and Magalia Reservoir watersheds during the period from November 15 to April 1. (Ord. No. 3431, § 2, 6-9-98; Ord. No. 3536, § 3,,7-13-99) ■ Comprehensive Zoning Ordinance ■ IV -I RECOI. DING LO RUE 0 Br� FIDELITY turnOM AL mt� CO. 1 AND WHEN RECORDED MAIL TO: 14 BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 Zp52gq f- 200 1 —00351063 Recorded OfficialRecords Co f BUTTE CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 09:00AM 07 -Aug -2001 REC FEE 7.00 PENALTY 3.00 Fay Page 1 of 1 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, !ovLin c�nrnrLnn +1n�+,rPLnn • and 1'P:P-�'eStu:^ Wh:Ch QC:.:aio:,al. CnCri 1 a , F- 'b' r , 'bD b, b 'y g ate &4 sm0kc, noise, and odor. Butte CUuntyhi is 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: Low- Ilk, qs Since n c.eric� '!x&cn— "Del oyb £5-4�.�e$ 1,1►1►+ l -1p. l ��ic1n �Ao-p eS c-1-1 vl�s and Cl P 5 , Date ` ©1 PROPERTY OWNERS: State of Caliform ) County of ) before me, personally appeared in ersonally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and ficial seal ,CP D P Signature Seal: ,- s;' °e� J.TUNISON 0 COMM. # 1234972 @ fRV NOTARY PUBLIC -CALIFORNIA &S BUTTECOUNTY 0 A.P. #C --090-04c 'i MY COMM. EXPIRES SEPT 18, 2003 � ENCROACHMENT PERMIT COUNTY OF BUTTE ♦ DEPARTMENT OF PUBLIC WORKS 7 County Center Drive ♦ Oroville, CA 95965 ♦ Phone: (530) 538-7681 ♦ Fax: (530) 538-4356" Download Forms: vwvw.buttecounty.net/publicworks NOTIFY COUNTY 24 HOURS BEFORE WORK IS TO BE DONE Permit Number District Phone: (530) 538-7339 a 108E APPLICATION I I WE, the undersigned, hereby apply to the County of Butte for an encroachment permit to do the following work under or over the County roads and highways, all in accordance with County ordinances and general laws. All information except signature must be typed or legibly rinted. 1. Applicant's Name: 2. Address: 11 UO (� C Ori 3. Phone: ��� _ 4. Assessors Parcel Number. O (.Q _ a 0 ^614 a, 5. Location of Work to be Done: f 4 80-3 p -k t 0. �0 t {Y\ 6. Applicant' Signature: 7. Date: t I 1 CONTRACTORS INFORMATION I 8. Contractors Name: 9. Address: 10. Phone: 11. Fax: 5�3= O�aS 12. Contractor's Number. 13. Certificate of Insurance: Yes o No k] 14. Contractor's Signature: 15. Authorized Agent O9 TYPE OF WORK TO BE DONE 16. Please Che& ' Curb: ❑ Gutter: ❑ Sidewalk: ❑ 17. Driveway (List Type): t'l (-CLU 18. other. PERMIT GRANTED In compliance with the above request, and subject to all terms, conditions (including those printed on the back of this form) and special conditions written below, permission is hereby ranted. 19. Conditions Underground Service Alert U.SA must be notified two working days prior to any excavation. 800-227-2600 20. O Al work shall conform to accompanying: Detail O Plans 0 Special Conditions O 21. Date Issued: �l , a 22. Expiration Date: 23. Surety Y No 0 Mike Crump, Director of Public Works By: 'Note: If permits are faxed to any number besides (530)5384356, they can be delayed up to one week. Page 1 of 2 General Conditions — See Page 2 STATE OF CALIFORNIA DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT DIVISION OF CODES AND STANDARDS RLaGISTRATION AND TITLING SECTION STATEMENT OF FACTS This unit is a: Mobilehome Commerical Coach Floating Home Truck Camper Decal (License) No. (s) Trade Name Serial No. (s) I/ We, the undersigned, hereby state that the unit described above: be P' \a Q.d M oL PLr r QXLr -K+ oo c©��s Affiant further agrees to indemnify -and save harmless the Director of Housing and Community Development, State of California, and subsequent purchasers of said unit, for any loss they may suffer resulting from registration of the above- described unit in California, of from issuance of a California certificate of title covering the same. I / We certify under penalty of perjury that the foregoing is true and correct. Executed on `p'a�I� at: Oroville ,California (Date) (City), (State) Signature of each affiant Printed name of each affiant Address 1740 Feather River Blvd. City chelle Freel. Office Manaaer Oroville State California HCD 476.6 (Rev 11/86) t KV Building Permit Number: 01 Owner Name: t- tay- 0 Residential Construction Requirements IMPORTANT This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or alterations on same without written permission from the Building Division, County of Butte. All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 1998 California Building Code (1997 U.B.C), 1998 California Plumbing Code ( 1997 U.P.C.), 1998 California Mechanical Code (1997 U.M.C.) and the 1998 California Electrical Code (1996 N.E.C.) COMPLY WITH ITEMS CHECKED BELOW Your parcel lies within a designated 100 -year flood plain. Finish floor, electrical, H.V.A.C. equipment and services shall be a minimum of one foot above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate will also be required Note: We will normally accept the following as compliance with the flood elevation requirements: 1. Building is anchored to concrete stemwall system with conventional anchor bolts. 2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24" above grade, or engineered design required). 3. Electrical, heating, ventilation, plumbing and air conditioning equipment and facilities located above the plate. 4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total net area of not less than 1 square inch for every square foot of enclosed area. 5. The bottom of the openings shall be no higher than 1 foot above grade. 6. The openings may be screened or covered with other devices that will permit automatic entry and exit of floodwater. Page 1 of 2 Building Permit Number: (91 S$ 9 ' Owner Name: n r 12 Parcel lies within the State Responsibility Area (SRA). Comply with attached requirements. Fire sprinklers are required in this structure. The following parcel map requirements shall be met: 1 e ►tee_ All structures and`e equipment including overhangs shall be clear of all easements. A setback ofoJnde_e from the side and250 feet from the rear property lines and 20 feet (25 feet if Federal Aid Route) from the edge of the right of way shall be clear of structures and equipment except for a 2 foot overhang. Expansive soil may be encountered on this site. This condition may require the foundation to be designed by a California registered engineer or licensed architect. Page 2 of 2 Fa-r WED BY . FIRE DEPT. w I STRUCTURES AND EQUIPMENT INCLUDING T. of FORESTRY OVERHANGS SHALL BE CLEAr�j O A Wt5. r approvedas submitted ASI=? BACK OF _� '" FROMTHE SIDE AND with conditions S4k6t��ROM THE RvAR PROPER'v' LI�fE.S AND -d s eet. FT. FROM THE €�OA."� CEN`�ERLg3�'E SHALL BE ®GLEAR OF STRUCTURES Ahs D EQUIPMENT EXCEPT Date FOR A 2 FT. EAVE OVERHANG. J -PR.e PA -1C, ' I V4 a C� CP P C7 MNuuFXCTuQE.D AA09.E MA-AllQ -1bg-w �. i ai E COUNI FRA -MW DEPWRCT q°- .' qty•+ \.., til CDF FIRE SAFE REQUIREMENTS A� 611) �� Z! �_ / - Z � __SE 4-- _00"_ ;) �/, / AP# PERMIT, # " Nal Under authority of PRC 4290, -the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County. local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building 'Department for compliance. [ 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of.properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in•these standards, annual maintenance must be provide for by the land owner. Driveway Standards J,,�12 73.0 2 . -Surf ace_,_:A11,dr-iveway_ surfaces _and.. s.truc:tures,.....( bridges.,..... 1273.07 culverts and other apF..rteaant structures which supple- ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. J 'j 273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius 1. No roadway shall.have a horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet. radius; 2 feet.to' those from 100-200 feet. 2. The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. [&],-'1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [L}/1273.05 Turnouts. Shall be a minimum.of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. [ 12'70.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of .3-, AP # PERMIT # NAME [1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 8.00 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet,.turnouts shall be provided no more than 400 feet apart. [4 1273.10 Turnaround. A turnaround shall be provided at all building sites -on driveways over 300 feet in length and shall be within 50 feet of the.building. 1273.11 Gates [�T 1. Gate entrances shall be at least two feet wider than the roadway it serves. 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. 3. Where- a---one-way--road-w.i-t.h -a- sing.l.e -traffic lane-, provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space. J 1. All parcels l acre and larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from ul] property lines and/or the center of the road. [' 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. [ 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction ,r fi_-ial inspection of a building permit. Page 2 of 3 e!L -a 90 r &-� �4Z AP # D / -If ffI .PERMIT # Other Requirements If Buildinc-Setback is 15 to 30 Feet: - Class A or B roof Enclosed eaves NAME [ ] If Building Setback is Less Than 15 Feet. Choose any.3 of the following: - Metal or no doors on side toward property line with insuffi- cient setback - Class A or B roof with enclosed eaves - Interior automatic sprinkler system per-NFPA 13D - Glass area not -to exceed 10% of wall area toward property line with insufficient.setback - Siding from the following list: Stucco - 3 coat Hardi-Board or Plank Masonry <..>�. Ma°sonry—veneer=.;_,.r.._..:�� Metal Other Butte County Fire Department approved materials Date Signat e Page 3 of 3 Z a a r, ae iG-. l PLA 4NING DIVISION -BUILDING PLAN APPROVAL Use )"'Y Date: XN Par ng: Landscaping: 0th r: 9114fitw4 ..lft! t itr A&Wd . JJS2yC. ro 1-C I I °1S X I}, -Lo O -3rvd oza, ■ Chapter 24 of the Butte.County Code ■ (2) Appendix.VII of the Butte County Improvements Standards for Subdivisions and Parcel Maps and Site Improyements pursuant to Chapter 20 of the Butte County Code which now applies only to single-family residential lots or parcels created after April 4, 1974, shall also apply to all other development, including multi -family residential, commercial, and industrial, on all lots or parcels regardless of date of creation. The gallonage of sewage application shall be pro -rated in proportion to the usable area of the lot or parcel as determined in accordance with Appendix VII, using the Table I value of three hundred fifty (350) gallons/day area requirement. a. A variance may be granted, pursuant to Section 19-21 of the Butte County Code, only on an existing lot or parcel when special circumstances are applicable to the property involving the soil characteristics, topography, or surrounding property characteristics. Variances may be granted only to the usable area requirements of Appendix VII, Table 1. Cumulative effects within the hydrologic basin shall be considered prior to issuance of any variance. In no event shall a variance be granted that would provide less usable area than the requirements of Butte County Code, Chapter 19, Section 19-12. b. An application for a variance shall be made in writing on a form prescribed by the health department. Upon receipt of the application, the Health Officer together with the Manager of the Paradise Irrigation District, and the Chairman of the Water Committee of the Upper Ridge Coordinating Council, shall make an investigation to determine whether a variance should be granted. At the conclusion of the investigation, the Director of Environmental Health shall prepare a written order granting or denying the variance, and shall include in such written order specific findings of fact and reasons for its granting or denial. f C. If the Environmental Health Division of the Health Department denies the application for Variance, the applicant may file an appeal with the State Regional Water Quality Control Board within ten (10) days after denial. The decision by the State Regional Water Quality Control Board shall be final. (c) Erosion Control Measures: (1) All drivewa s for new home sites on new or existing lots shall be surfaced with at least two (2) inches of Class 2 aggregate base, unless required to be developed to a higher standard. (2) All roads created as a result of any land division shall be surfaced with a minimum of two (2) inches of Class 2 aggregate base, to a minimum width of twenty (20) feet, unless required to be developed to a higher standard by other code requirements. This standard shall apply from a maintained County road, or existing road of a higher standard, through the parcel being divided. (3) All roads and driveways shall meet the minimum requirements as prescribed by Public Resources Code 4290 and 4291 and Butte County Fire Safe Regulations, or as ■ Comprehensive Zoning Ordinance ■ III - 97 MOBILEHOME INSTALLATION DATA 1) Owners Name: \ Q 2) Assessors Parcel Number: ( us- - C;k9-Q - cm � 3) Installers Name: INTEGRITY HOMES, INC. 4) Is the site currently under permit? Yes [ ] No [>I Permit No. 5) Is the site anexisting site? Yes [ ] No [ � (If yes, furnish two plot plans). 6). What is the electrical rating of the mobilehome? _��ZAmperes. 7) What is the mobilehome site circuit breaker rating? Amperes. 8) What is the electrical rating of the mobilehome site? a Amperes. 9) Is the main service remote from the mobilehome site? Yes [ ] Nov] If it is,. what is the rating? Amperes. 10) Is there any other electrical load to be served by the mobilehome site electric service (ie well, garage, etc.)? Yes [ ] No QC] If yes, please identify the load and size: a) The mobilehome site: Load- Amperes - b) The main service: Load- Amperes - 11) Type of gas service at mobilehome site: Natural [ ] Propane [4 None [ ] 12) Size of gas pipe at the mobilehome site from the meter or tank: 3/4" . 13) What is the gas pipe length from the meter or tank to the mobilehome? 14) What is the mobilehome gas demand? B.T.U. '(This information is not required if the pipe length is less than 6 feet on natural gas or less then 50 feet on propane). THE OTHER SIDE OF THIS FORM MUST BE COMPLETED IN ORDER TO PROCESS THIS PERMIT APPLICATION �PKDJNG DEPARWEj�w, PPROVE�' MOBILEHOME SUPPORT DATA Mobile Manufacturer: Loa i(`M 0 \ CY) Manufacture Year: If other then single wide, fumishSetup Model Number: ' Width: p7 (ft) Length: C,�,p (ft) Tagalong or Expando Size X On I all mobilehomes manufactured after October 7, 1973, furnish manufacturer's installation manual and structural setup sheets. FOOTINGS: Wood pressure treated or foundation grade`[] Other: SUPPORTS: Concrete block Other: Provide Tie Down Specifications for all Mobilehomes: SINGLE WIDE MULTI -WIDE Line 1 Line 1 Line 2 Line 2 ..................................... Main Beams Lin- 2................................................................................................ e 2 Line I Line 3 Line 2 ................................................................................................ Main Bea= .............................................................................................. Line 2 Line I ................................................. ine S Tag or Triple e 4 ine l Line 1 Piers: Line 1 Openings Size minimum: I 1x[Size minimum: x Spacing maximum: Each side of openings " From ends -max: with width over: " Line 2 Piers: , Line 4 Piers: Size minimum: 141 x Size minimum:]XI I Spacing maximum: p ' Spacing maximum: " From ends -max: I a'p From ends -max: " Line 3 Roof Loads: Size minimum Location (from rear): Line 5 Roof Loads: Size minimum Location (from rear): ,� 3o a x 3c Qq AJ FTE COM ti DEPT RTVI - P a JUN. -26' 01 ITLIEI 12:05 CHAMPION 00009 TEI-:559 562 146336 P 0u1 •- • .Irl � � .Irl 7t I ' L- = � 1 O W Ot ON3 H)IIH +ILII -L :N3 H311H l;eH-fl 1. L i cm Z�_ 1 0 I i L gg %.J Ln 1—'-------_1 I_ z a.1 c; ------'-1 • i I i i I �a _" • I 1 I I � te cn Lp �LA i I ► ! —•' ro'( ' Imo; • � I ��i ISI I�� 8� I iii ��'����Jd� � L�''� W 1 - `t G DUN �! Q JM l� IE ;' g E E •.�++}i4}� Jun 05 01 03:17p INTEGRITY HOMES 1 5303433032 p.4 JK 1 South ---d *o A Ohnsion of Cfu,atpan Kwre guad■■C(:L LkIdSayy. CCa.Gfomta Opt t%,ft Farrl y Ro= -- - T'M d _^ r—r ' :,, 8&M#3 9• -10 - -I (lai t1 z Uvi>q Room ia-v zr apt 6drm c-•1 Y -1a• c.*t'-f*,a c..... 810 'd 9Q91 !9S GCS 930 W sten 8orm 75-6' APPROVED Butte County ~" Ofx Environmental Health - Date Signature _ Opt Climotr8ath environmental Health J U L 2 0 2001 Chico, Califomia Model #557 1.7075eI efeet z5-13-xGs Wni r A5 �. -PRA PA4E Q )3 ' a► MI�uuF�cruP� i�OuE U1,11 ,W6 o p4e o� �\IEVol / ©S 3t APPROVED Butte County Environmental Health MAS Q �Ds�►v __- _ 23 -6/ Date -- -mature Champion Home Builders Co. Manufactured Home Setup and Installation Manual «+ _ int"�' � >� �� S "'"►S -�•2 « �.r 71 + M S. I vr e J• a .; S t t � r --L -L 4-h,� INSTALLATION N III MANUAL LINDSAY, CA MANUFACTURED Q Q HOUSING CONSTRUCTION Wj 6 SAFETY STANDARDS V Q APR 2 12000 23 � Q CONTENTS 1 - Introduction 1 1.1 How to use this manual 1 1.2 Pre -installation considerations 1 1.3 Safety 1 1.4 Important documents 2 1.5 Consumer Information Cards 2 2 - Definitions 3 3 - Site preparation 4 3.1 Location and layout 4 3.2 Soil conditions 4 3.3 Removal of organic material 6 3.4 Drainage 6 3.5 Ground moisture control 6 4 - Foundations 7 4.1 Piers 7 4.2 Footings 9 4.3 Other foundations 15 4.4 Special considerations 15 4.5 Reference documents ' 15 5 - Installation procedures 20 5.1 Moving home to location 20 5.2 Positioning home 20 5.3 Interconnection of multi -section homes 22 5.4 Anchoring instructions 27 5.5 Skirting 36 6 - Installation of optional features 36 6.1 Hinged roofs 36 6.2 Garden, bay and accessory windows 36 6.3 Awnings and carports 36 6.4 Installation of on-site attached structures 36 6.5 Accessory windows 37 6.6 Miscellaneous lights and fixtures 37 6.7 Optional panels, siding and molding 37 6.8 Exterior coverings 37 6.9 Telephone and cable television 37 6.10 Continuous ridge vent 37 Page i x.04 C) MOUSING CONSTRUCTION L" G SAFETY STANDARDS 0 ca APR 2 12000 C= Q `c 23 Q DAM Approval Stamp 7 — Preparation of appliances { 42 7.1 Heating appliances 42 7.2 Clothes dryer vent 42 7.3 Comfort cooling systems 42 7.4 Chimneys and air inlets 43 7.5 Range, cook top and oven venting 44 87 Utility system connection and testing 44 8.1 Proper procedures 44 8.2 Water supply 44 8.3 Drainage system 46 8.4 Gas supply 47 8.5 Heating oil systems 48 8.6 Electricity 49 9 — Final inspection 54 9.1 Water and drain systems 54 9.2 ' Appliance function and operation 54 9.3 Windows, doors and drawers 54 9.4 Exit windows 54 9.5 Exterior siding and trim 54 9.6 Stack heads and vent pipe flashing on roof 54 9.7 Composition roof 54 9.8 Perimeter 54 9.9 Low -hanging trees or bushes 54 9.10 Exhaust fan operation and airflow 54 9.11 Bottom covering 54 9.12 Ground cover 54 9.13 Anchors and straps 54 9.14 Interior details 54 9.15 Retailer inspection 54 10 — Relocating the home 54 10.1 Relocation of the home 54 11 — Window and glass door protection 55 11.1 Wind protection 55 Page ii 2000.04 1 HOUSING CONSTRUCT ON Wj G SAFETY STANDARDS =W V n Q APR 2 12000 � 33 DAPIA 4?F11 Stamp I - Introduction 1.1 How to use this manual — Manufactured Homes are built in factories under some pretty rigorous controls and procedures. They are then shipped to a home site, perhaps after intermediate stops in the distribution process, where they are installed on a foundation and connected to the utilities. Each of those two separate components - building the houses in the factory and installing them on-site — are equally important in providing homeowners with the quality, durable homes that they expect. The marriage of the house to the land is the setup and the installation process and its importance must never be underestimated. If you are reading this, then you are probably somehow involved with the installation and setup process. If you are professionally, responsible for overseeing or completing installation and setup of manufactured homes, then you are the person for whom we are writing and directing this manual. This is not intended to be either a training guide or a step-by- step "how to" instruction for the homeowner or the untrained, inexperienced apprentice or handy man. Today's manufactured housing is much too compli- cated of a product to be installed by person's not qualified to do so. We assume that as a professional, you have the necessary knowledge and skills gained from experience and training that will allow you to perform your job safely, competently, and in accor- dance with all applicable codes, standards, rules and regulations. We also assume that you meet all necessary qualification tests including any license and certification requirements that may be in effect in your area. The manual includes one approved method of installing a manufactured house. But of course there are numerous other ways in which a house can be properly installed and so much of the manual is dedicated to specifying the boundaries of each step of the process. There are several pages of charts and tables that are necessary to allow persons responsible for designing the foundation the flexibility to consider costs, terrain, climatic conditions, local requirements, and of course the intended end use of the product. In some cases in this manual, we make recommenda- tions rather than set requirements for installation. In general, a requirement is given in order to make the home comply with the minimum federal and local codes and standards. Recommendations, on the other hand, are practices that in the opinions of our engineers are good and sound; that give value to the homeowner by reducing the chance that minor cosmetic or durability related complaints might arise; 2M.a but which even if not followed will not cause the home to be out of compliance with the standards. Although compliance with a recommended installation process is optional, in some cases you or whoever made the decision to not follow the recommendation may become responsible for any complaints that likely would not have arisen had the recommendation been followed. In many areas of the country, the state or local authorities regulate the installation and setup process, and often a local building inspector will need to inspect and approve the actual installation. Usually, the requirements they apply will be the requirements specified in this manual. You must be aware that in some cases, the local authority may demand compliance with a "recommendation", or in other instances, may waive a "requirement" if it is judged not necessary under the circumstances of that particular installation. In other instances, installation practices that are different than what is described in this manual may be acceptable to the jurisdictional authority as long as a licensed engineer or architect has approved them. In other words, there are situations where the professional judgement of you, the local authorities or outside consultants may justify variations in the installation specifications of this manual. We, of course, cannot be held responsible for the consequences of any errors in those judgements. Due to the many variations in the configurations of homes and in the sites and conditions, which may be encountered, there may be circumstances of the installation, which are not addressed herein. Refer to local building officials if uncertainties arise. 1.2 Pre -Installation Considerations — Refer to the Data Plate (see 1.4.1) and the design load zone maps (see 3.1.1) to make certain that the home is suitable for the geographic zone where a qualified installer will install it. Prior to locating or relocating the home, contact the local authority having jurisdiction over the installation to see if permits for such procedures -as blocking, anchoring or utility connections are required. Inspections may be required during installation. On private property, zoning or development covenants may apply and must be taken into consideration. 1.3 Safety — There are inherent hazards associated with the installation of a manufactured home. We expect that you or your supervisors, as experienced professionals, recognize these hazards, are qualified to work with them, and are capable of providing safe work practices and equipment that minimize the risks of injury. T AJp%aNWFAttl nd obvious, especiallyCO i itpersons who O Page 1 = APR 2 12000 23 Q throughout this manual for the purpose of reminding you of the importance of safe work practices. WARNINGI Manufactured houses and sections of houses are large, heavy products and contain energized systems after they are connected to utilities. FAILURE TO COMPLY WITH MINIMUM SAFETY PRECAUTIONS MAY RESULT IN SERIOUS INJURY OR DEATH. • Never position yourself under a moving, heavy load without adequate safety bracing. Always comply with applicable safety requirements when working on ladders, rooftops, or other elevated surfaces. Never work on an energized electrical or fuel supply system for which you are not qualified. Other, more specific WARNINGS are placed throughout this manual in various locations and have the following format: WARNING! Identification of Hazard • IDENTIFICATION OF HAZARDOUS RISK • Steps to Take to Minimize Risk Additionally, we are publishing NOTICES where we want to bring to your attention particular damage that can be caused to the house by failure to follow a specified practice. NOTICES look like this: NOTICE . Statement of potential damage and specified practice. WARNINGS and NOTICES are published as reminders. As qualified professionals in the field of manufactured housing installation and setup, you are the experts and you must be aware of the hazards and conditions that you face. These published reminders are not intended to represent or identify all hazards, all potential hazards, or all possible consequences of improper or unsafe installation and setup practices. 2M.04 1.4 Important Documents — In addition -to this Installation Manual, there are several documents that must be reviewed prior to the installation of this home: 1.4.1 Data Plate — The Data Plate is an impor- tant document located either at the main electrical panel, in the utility room, in a bedroom closet, or in a cabinet in the kitchen. The Data Plate provides various identification numbers -for the home and identifies the wind zone, roof load zone and cli- matic zone for which the home was designed. Zone maps, included on the Data Plate and repro- duced in Figure 3.1, geographically identify the wind, roof load and climatic zones for the United States. This home shall not be located in or relo- cated to a zone, which has requirements exceed- ing those for which it was designed. Review the information on the Data Plate and the Zone Maps to determine that the home site location is within the acceptable boundaries. For clarification, the counties or parishes, and states in Wind Zones II and III have been listed. 1.4.2 Addendum — Supplemental addendum pages may be included with this manual. These addendum identify requirements for special fea- tures included in the home which are not covered in the manual, or which differ from details in the manual. 1.5 Consumer Information Card — The distributor or retailer of the manufactured home must fill out the consumer information card and return it to the home's manufacturer, so that the consumer may be notified of revised instructions, recalls or safety modifications. FEDERAL MANUFACTURED Q C) HOUSING CONSTRUCTION W G SAFETY STANDARDS ' CDV APR 2 12000 Page 2 Q °C 23 Q 2 - Definitions Anchoring equipment - straps, cables, tumbuckles, and chains, including tension devices, that are used with ties to secure a manufactured home to ground anchors. Anchoring system - a combination of ties, anchoring equipment, and ground anchors that will, when properly designed and installed, resist the wind overturning the home or moving it sideways. Authority having jurisdiction - the organization, office, or individual responsible for approving plans, equipment, an installation, or an alteration procedure. Data plate - an information sheet located at the main electrical panel, in the utility room, in a bedroom closet, or in a cabinet in the kitchen. It provides the various identification numbers and identifies the wind zone, roof snow load zone, and climatic zone for which the home was manufactured. Evaporative cooler - a roof or window mounted cooling device utilizing air drawn through water soaked panels. Used primarily in acid climates. Footing - that part of the support system that sits directly on the ground at, below, or partly below grade to support the piers. Ground anchor - a device placed at the manufactured home stand designed to transfer home anchoring loads to the ground. Information packet - the important papers provided with the home including appliance instructions, warranties, high wind covering sizes, etc. Labeled - equipment or materials to which has been attached a label, symbol, or other identifying mark of an organization that is acceptable to the authority having jurisdiction; that is concerned with product evaluation; that maintains periodic inspection of production of labeled equipment or materials; and that provides labels, the use of which indicates a manufacturer's compliance with appropriate standards or performance in a specified manner. Listed - equipment or materials included in a list that is published by an organization acceptable to the authority having jurisdiction; that is concerned with periodic evaluation; that maintains periodic inspection of production of listed equipment or materials; and that produces listings that state either that the equipment or materials meet appropriate standards or have been tested and found suitable forSS��� manner. FEDERAL M�►Nu{►�T� HoLAJ SAFETY STANDARDS V O APR 21 2000 2M.04 °C 23 Local building authority - county or city inspector from building department or zoning department. Whoever issues required permits in the area. See "authority having jurisdiction". Must- indicates a mandatory requirement. N/A - indicates not applicable. Pier - That portion of the support system between the footing and the manufactured home, exclusive of caps and shims. Types of piers include, but are not limited to, the following: 1. Manufactured steel stands (See 4.1.2) 2. Manufactured concrete stands (See 4.1.2) 3. Concrete blocks (See 4.1.2) Qualified - has the necessary knowledge and skills gained from experience and training that will allow performance of the job safely, competently, and in accordance with all applicable codes, standards, rules and regulations and meets all necessary qualification tests including any license and certification requirements that may be in effect in the area where the home will be installed. Should - indicates a recommendation or that which is advised but not required. Shall - indicates a mandatory requirement. Site for a manufactured home - a designated parcel of land designed for the accommodation of one manufactured home, its accessory buildings or structures, and accessory equipment, for the exclusive use of the occupants of the home. Skirting - a weather resistant material used to enclose the space from the bottom of the manufactured home to grade. Stabilizing system - all components of the anchoring and support systems, such as piers, footings, ties, anchoring equipment, ground anchors, or any other materials and methods of construction that support and secure the manufactured home to the ground. Stand, manufactured home - that area of a manufactured home site which has been reserved for the placement of a manufactured home. Support system - A combination of footings, piers, caps, and shims that will, when properly installed, support the manufactured home. Page 3 Utility connections - the connection of the manufactured home to existing utilities that include, but are not limited to, electricity, water, sewer, gas, or fuel oil. 3 — Site preparation 3.1 Location and Layout 3.1.1 Use of zone maps — The home is designed for certain weather conditions and roof loads. See the zone maps included on the home Data Plate. Do not site or relocate the home in a zone requiring greater wind, roof load, or heating or cooling capabilities than those for which it was designed. However, it is safe to locate the home in an area with lower load requirements or less weather requirements. For example, a home designed for a roof load of 30 PSF may be sited in the 20 PSF load zone. 3.1.2 Access for transporter — Before attempting to move the home to the installation site, ensure that the transportation equipment and home can be routed to the installation site. Fill any holes or soft places in the access road. Remove any overhanging branches which are in the way (get approval first if they are not on the property), and have a qualified person raise any overhead wires that are in the way. Special transportation permits may be required from state, county, or city officials. 3.1.3 Encroachments and setback distances — Local laws regarding encroachments in streets, yards, and courts shall be obeyed, and permissible setback distances from property lines and public roads shall be met. 3.1.4 Issuance of permits — Ensure that all necessary local permits have been obtained and fees paid. 3.2 Soil Conditions TABLE 3.1 3.2.1 Requirements — A firm foundation is absolutely necessary before the home is blocked and leveled. If the site is on filled in soil, it must be compacted to at least 95% of its maximum relative density. If unsure of soil bearing capacity, confer with the local building authority for the recommended soil bearing capacity in the location. Installation on loose, uncompacted fill may void the home's limited warranty. 3.2.2 Bearing capacity — After completing any grading and filling, test the bearing capacity of the soil at the depth of the footings (refer to paragraph 3.2.3.) before designing the foundation. If the soil cannot be tested, but its type can be identified, use the foundation bearing pressures shown in Table 3.1 as a guide. If the soil cannot be identified, or if the soil appears to be composed of peat or uncompacted fill, consult a local geologist or a registered professional engineer for their analysis to determine the bearing capacity. 3.2.3 Soil bearing testing methods and equipment — Use a pocket penetrometer (available from engineering supply houses) or other methods acceptable to the local jurisdiction having authority. General Description of Soils Soil Type Allowable Pressure (lbs. per sq. ft.) (Based on the Unified Classification System) (No allowance made for overburden pressure, embankment depth, water table height, or settlement problems) Rock or Hard Pan 4,000 Sandy Gravel and Gravel 2,000 Sand, Silty Sand or Gravel, Clayey Sand or Gravel 1,500 Clay, Sandy Clay, Silty Clay, or Clayey Silt 1,000 Unconsolidated Fill Special Analysis Required Peat or Organic Clays Special Analysis Required NOTE: This table to be used only when none of the following is available: a. Soils investigation and analysis of the site FEDERAL MANUFACTURED b. Compliance with the local building code Q HOUSING CONSTRUCTION c. Competent opinion by a local engineer or code official V b SAFETY STANDARDS Page 4 x.04 APR 2 1 2000 23 Heating and Cooling Zone Map FIGURE 3.1 Wind Load Zone Map Roof Load Zone Map WIND ZONE 111 (110 MPH) The following local governments listed by State (counties or parishes, unles specified otherwise) are within Wind Zone III: FLORIDA FL (cont'd) LA (cont'd) Broward Manatee Plaquemines Charlotte Monroe St. Bernard Collier Palm Beach St. Charles Dade Pinellas St. Mary Franklin Sarasota Terrebonne Gulf LOUISIANA NORTH CAROLINA Hendry Jefferson Carteret Lee LeFourche Dare Martin lOrleans jHyde The following states and territories are within Wind Zone Ill: State of Hawaii All Alaska coastal regions between the 90 mph isotach on ANSI/ASCE 7-88 wind map and the coast U.S. Territories: America Samoa Guam Northern Mariana Islands Puerto Rico Trust Territory of Pacific Islands U.S. Virgin Islands 2000.04 03AQHddV inz LA (cont'd) a0o NC (cont'd) cl� o <,Zz Dukes z lam- Kieberg 4C U } N l7 Perquimans ZLL FLORIDA Lu'n'n Q =w -b Nueces All counties except those LaFayette 03ada WIND ZONE 1(15 PSF9 Consists of those areas of the United States and its territories that are not identified as in Wind Zone II or III. this home has not been designed for the higher wind pressure and anchoring provisions required for ocean/coastal areas and should not be located within 1,500' of the coastline in Wind Zones II and III, unless the home and its anchoring and foundation system have been designed for the increased requirements specified for Exposure D in ANSI/ASCE 7-88. WIND ZONE 1/ (100 MPH) The following local governments listed by state (counties or parishes, unless specified otherwise) are within Zone It: ALABAMA LA (cont'd) MA (cont'd) NC (cont'd) TX (cont'd) Baldwin Iberia Dukes Pander Kieberg Mobile Iberville Nantucket Perquimans Matagorda FLORIDA Jefferson Davis Plymouth Tyrrell Nueces All counties except those LaFayette MISSISSIPPI Washington Orange identified as being within Livingston George SOUTH CAROLINA Refugio Wind Zone III Pointe Coupee Hancock Beaufort San Patricio GEORGIA St. Helena Harrison Berkeley Willacy Bryan St. James Jackson Charleston VIRGINIA Camden St. John the Baptist Pearl River Colleton The Cities of Chatham St. Landry Stone Dorchester Chesapeake Glynn St. Martin NORTH CAROLINA Georgetown Norfolk Liberty St. Tammany Beaufort Horry Portsmouth McIntosh Tangipahoa Brunswick Jasper Princess Anne LOUISIANA Vermillion Candem Williamsburg Virginia Beach Acadia Washington Chowan TEXAS Allen West Baton Rouge Columbus Aransas Ascension West Fellciana Craven Brazoria Assumption MAINE Cunituck Calhoun Calcasieu Hancock Jones Cameron Cameron Washington New Hanover Chambers East Baton Rouge MASSACHUSETTS Onslow Galveston East Feliciana Barnstable Pamlico Jefferson Evangeline Bristol Pasquotank Kennedy Page 5 3.3 Removal of organic material — Removal of all decayable material, such as grass, roots, twigs, and wood scraps, from beneath the home is required in areas where footings are to be placed, to minimize settling of footings and insect damage. Remove shrubs and overhanging branches from the immediate vicinity of the home site to prevent windstorm damage. 3.4 Drainage 3.4.1 Purpose — Water must be directed away from the home. Proper drainage helps prevent water build-up under the home which, may cause settling of the foundation, dampness in the home, damage to the siding and bottom covering, buckling of the walls and floors, and problems with the operation of doors and windows. Damage caused by water build-up or ponding under the home is not covered by the warranty. NOTICE Inadequate drainage can cause structural damage to the home. Proper drainage must be provided to prevent water build-up under the home. DO CROWN AND GRADE SITE TO SLOPE (2-5i) AWAY FROM HOME. DO NOT GRADE SITE SO THAT WATER COLLECTS BENEATH HOME. 2000.04 3.4.2 Elimination of depressions — Grade the home site to permit water to drain from underneath the home. See Figure 3.2. 3.4.3 Drainage structures — Depending on the local landscape and local codes, ditches and culverts may be needed to drain surface runoff. If so, consult a registered professional engineer. 3.5 Ground moisture control FIGURE 3.2 3.5.1 Vapor retarder — A uniform 6 -mil polyethylene sheet material or equivalent vapor retarder material installed on the ground surface beneath the home is recommended but not required. A vapor retarder will not correct poor drainage and when used should be in addition to proper drainage and grading. 3.5.2 Proper installation — When used, a vapor retarder should cover the entire area under the home with the sheeting overlapped at least 6 inches at all seams. It is not necessary that the vapor retarder be stretched tight. Where soil and frost conditions permit placement of footings at grade level, place the sheeting directly beneath the footings. ELIMINATION OF WATER BENEATH THE HOME SINGLE - SECTION MULTI - SECTION Page 6 FEDERAL MANUFACTURED 11=11 MOUSING CONSTRUCTION G SAFETY CTAMMAene ca APR 2 1 2000 CC=" Q � `� 23 Q 4 - Foundations 4.1 Piers 4.1.1 Importance — Incorrect capacity or location of piers may cause structural damage (e.g. sagging floors, walls, and roofs, inoperative doors, etc.) which is not covered by warranty. NOTICE Some homes require both perimeter and frame footings and piers in order to safely support the home and prevent serious structural damage. Refer to the Data Plate and any addendum. If the serial number contains a "P" or if perimeter blocking is specified then both perimeter and frame blocking must be installed. 4.1.2 Acceptable types — Piers may be concrete blocks, capped and shimmed with wedges, or manufactured metal or concrete devices (see Figure 4.1). 4.1.3 Design requirements 4.1.3.1 Load -Bearing Capacity — The load that each pier must carry depends on factors such as the dimensions of the home, the roof load, the spacing of the piers, and the way the piers are used to support the home. See Tables 4.1A & B, and 4.2A & B for minimum pier capacities. These tables allow eaves up to 16 -inches for 12, 13 and 14 wide sections and eaves up to 12 -inches for 16 and 18 wide sections. Manufactured piers must be rated at least to these capacities, and locally constructed piers must be designed to transmit these loads safely (see 4.1.3.2). Page 7 2M.04 Use 4 -inch x 6 -inch hardwood shims to level the home and fill any gaps between the base of the I-beam and the top of the pier cap. Always use shims in pairs and drive them in tightly so they occupy no more than 1 inch of vertical space. When the space to be shimmed is more than 1 inch, up to 3 inches of dimension lumber may be used under the shims. See Figure 4. 1.) All piers must rest on footings that are placed on either undisturbed soil or compacted fill and are protected from the effects of ground frost heave. 4.1.3.3 Clearance under the home — A minimum clearance of 12 inches shall be maintained beneath the lowest member of the frame in the area of utility connections. No more than 25 percent of the frame shall be less than 12 inches above the ground and no part of the frame shall be in contact with the ground. Wood floor joists, including perimeter joists, shall be a minimum of 6 inches above the ground. Additionally, sufficient clearance shall be maintained to allow interconnection of multi - section units and for proper installation of ground anchors at the required anchor strap angle. 4.1.4 Design 4.1.4.1 - Piers up to 36 inches high — Piers up to 36 inches high may be constructed of single, open, or closed -cell concrete blocks, 8 inches x 8 inches x 16 inches. Install them so that the long sides are at right angles to the supported I-beam and open cells are vertical. See Figure 4.1. Horizontal offsets shall not exceed 1/2 inch top to bottom. Mortar is not normally required. Manufactured piers shall be listed and labeled for the required load capacity. Adjustable risers of manufactured piers shall not extend more than 3 inches or beyond the limits specified by the pier manufacturer, whichever is less, when finally positioned. 4.1.4.2 Piers 36 to 80 inches high — Up to 25 percent of the piers may be more than 36 inches high but no pier may be more than 80 inches high. Construct all piers that will be over 36 inches high, and all comer piers that will be over three blocks high, out of double interlocked concrete blocks. See Figure 4.1. Mortar will not normally be required. Piers over 36 inches high must be spaced not more than 8 feet on center. Elevated Homes — When more than 25 percent of the required support piers will be over 36 inches high, or any pier will be more than 80 inches high, or any other criteria or combination of parameters of the installation are 4.1.3.2. Configuration — Figure 4.1 shows the recommended arrangement of concrete block piers constructed on site. Load bearing (not decorative) concrete blocks shall have (1` 0 V Vominal dimensions of at least 8 inches x 8 1� a nches x 16 inches. They must be stacked with R-0 their hollow cells aligned vertically. When piers are constructed of blocks stacked side by side, 4WD every layer shall be at right angles to the zwF.� Crevious one (see Figure 4.1). .ko> �a hollow block piers as shown in Figure 4.1 P P 9 a i0r a to distribute the structural load evenly across �56 Q them. Caps may be of solid masonry or wood. _0 All caps shall be of the same length and width O^ a V v as the piers they rest upon. Avoid plywood, as a �I it may lead to unwanted settling or movement. Page 7 2M.04 Use 4 -inch x 6 -inch hardwood shims to level the home and fill any gaps between the base of the I-beam and the top of the pier cap. Always use shims in pairs and drive them in tightly so they occupy no more than 1 inch of vertical space. When the space to be shimmed is more than 1 inch, up to 3 inches of dimension lumber may be used under the shims. See Figure 4. 1.) All piers must rest on footings that are placed on either undisturbed soil or compacted fill and are protected from the effects of ground frost heave. 4.1.3.3 Clearance under the home — A minimum clearance of 12 inches shall be maintained beneath the lowest member of the frame in the area of utility connections. No more than 25 percent of the frame shall be less than 12 inches above the ground and no part of the frame shall be in contact with the ground. Wood floor joists, including perimeter joists, shall be a minimum of 6 inches above the ground. Additionally, sufficient clearance shall be maintained to allow interconnection of multi - section units and for proper installation of ground anchors at the required anchor strap angle. 4.1.4 Design 4.1.4.1 - Piers up to 36 inches high — Piers up to 36 inches high may be constructed of single, open, or closed -cell concrete blocks, 8 inches x 8 inches x 16 inches. Install them so that the long sides are at right angles to the supported I-beam and open cells are vertical. See Figure 4.1. Horizontal offsets shall not exceed 1/2 inch top to bottom. Mortar is not normally required. Manufactured piers shall be listed and labeled for the required load capacity. Adjustable risers of manufactured piers shall not extend more than 3 inches or beyond the limits specified by the pier manufacturer, whichever is less, when finally positioned. 4.1.4.2 Piers 36 to 80 inches high — Up to 25 percent of the piers may be more than 36 inches high but no pier may be more than 80 inches high. Construct all piers that will be over 36 inches high, and all comer piers that will be over three blocks high, out of double interlocked concrete blocks. See Figure 4.1. Mortar will not normally be required. Piers over 36 inches high must be spaced not more than 8 feet on center. Elevated Homes — When more than 25 percent of the required support piers will be over 36 inches high, or any pier will be more than 80 inches high, or any other criteria or combination of parameters of the installation are 4' FIGURE 4.1 TYPICAL FOOTING AND PIER INSTALLATION PIER 1 PIER 2 PIER 3 SINGLE BLOCKS MAX. HEIGHT IS 36 INCHES. (MAX. LOAD 8,000 LBS) FLOOR JOIST 10' MAX. - HARD WOOD SHIMS iOD BLOCKING AE WIDTH AND VGTH AS CAP) '-- BEAM 3' MAX. OR PI T ISTING, WHICH IS LESS PIER PIER 4 DOUBLE INTERLOCKED BLOCKS MAX. HEIGHT IS 80 INCHES. (MAX. LOAD 16.000 LBS) PIER 5 G FR STEEL OR CONCRETE MANUFACTURED PIER. MAX. HEIGHT IS 16 INCHES MIN. BASE IS 12 INCHES (MAX. LOAD LISTED BY MANUFACTURER) FOOTING FOR FROST AREAS FOUNDATION PERIMETER CENTERLINE FOOTING ABOVE GROUND STEEL OR CONCRETE MANUFACTURED PIERS - 1. A BEAM OF (2) SPF @3 2XBX24' IS TO1111=1111 1111=1111 BE PLACED ON THE ADJUSTING SCREW AND SELECT MANUFACTURED PIER HEIGHTS SO THAT- =1111=1111 1111=1111=_1111=1111==1111=11i1= SHALL BARE ON (2) FLOOR JOISTS. THEIR ADJUSTABLE RISERS DO NOT EXTEND Ig1=211= 2. PIERS ARE TO BE LOCATED NOT MORE THAN 48' ON CENTER AND 10' FROM THE EDGE MORE THAN 3 INCHES WHEN AT THEIR MAXIMUM OF THE FLOOR. HEIGHT. 3. FOOTING SHALL BE SIZED FOR A PIER CAPACITY OF 2500 POUNDS. ALL CONCRETE BLOCKS SHALL BE ASTM C.90.GRADE N MIN. 0 HOUSING MANUFACTURED La G SAFETY STANDARDS ' V 0 Q APR 2 12000 d9C° 0- 23 a Page 8 2000.04 o�1s�w oP ST ERF ((I 8503593 = STATE OF'� .o � 14100 NMiL.S/ONAL E a not specifically addressed by this manual, the foundation and stabilizing devices shall be designed by a qualified registered professional engineer or architect and the installation shall be approved by the authority having jurisdiction. 4.1.5 Location and spacing — The location and spacing of piers depends upon the size and weight of the home, the roof load zone, the type of construction (single or multi -section), and other factors such as the locations of the doors or other openings. Figures 4.3, 4.4 and 4.5 show the location of piers. Tables 4.1A, 4.113, 4.2A and 4.2B specify pier spacing requirements. 4.1.5.1 Sidewall piers. — Refer to Tables 4.2A and 4.26 for pier spacing for homes with both frame and perimeter piers. Refer to Tables 4.1A and 4.113 for pier spacing for "frame blocking only" homes. Homes also require perimeter piers on both sides of all sidewall openings greater than 4 feet (such as doors, sliding glass doors and recessed entries) and under porch posts. Sidewall piers shall be designed for half the values in Tables 4.113 and 4.213. Piers are not normally required for endwall openings. Additionally, to stabilize entry doors, place one perimeter pier or approved adjustable outrigger at the hinge side of each door opening in the sidewall except when a factory installed outrigger is within 8 -inches of hinge side of the door. A listed adjustable outrigger (e.g. Manufactured Housing Foundations Systems, Inc.) is acceptable when used with 10 -inch minimum I-beam, located within 24 -inches horizontally of a frame pier and installed per the outrigger manufacturer's installation instructions. Adjustable outriggers are not allowed for other pier applications. Remove adjustable outriggers prior to any home move. 4.1.5.2 Multi -section mate line piers. — Refer to Table 4.2A for pier spacing for homes with both frame and perimeter piers. Refer to Table 4.1B or 4.26 for pier loading requirements for openings in mate line for multi -section homes. 4.2.1 Acceptable types of footings 4.2.1.1 Concrete — Footings shall consist of precast or poured -in-place concrete pads, slabs or ribbons at least 4 inches thick with a 28 -day compressive strength of at least 3,000 -psi. Footings shall be no smaller than the minimum specified in Table 4.4 for the applicable load or the pier base, whichever is greater, and the effective load area of footings shall not extend 2M.04 beyond the pier by more than the thickness of the footing. When used in conjunction with anchoring systems, slabs and ribbons shall be designed by a registered professional engineer with knowledge of the anchorage requirements of 5.4, and shall be acceptable to the local authority having jurisdiction. 4.2.1.2 Pressure -treated wood — 2 x pressure -treated wood planks having 0.60 retention in accordance with AWPA C22 Standard, with the long dimensions of the second layer placed perpendicular to that of the first. Cut edges shall be painted or retreated. Tack wood layers to hold in place. See Figure 4.2. 4.2.1.3 Pressure -treated plywood — See Table 4.3 for recommended pad sizes and thickness for use under manufactured home support piers. The recommendations are based on an 11-1/2 inch square metal support pier, or an 8 -inch x 16 -inch concrete block pier. All recommendations are for soils with a bearing capacity of 1,000 pounds per square foot, upon which the maximum pier load is based. The plywood grade recommended for all pads PS1. Plywood beneath manufactured home piers must be pressure preservative treated. Pressure -preservative treatment provides protection against decay, development of mold growth, and common insect infestation. Plywood shall be certified by the treater as complying with the treating, drying retention, and penetration requirements of AWPB-FDN standards. Alternatively, plywood may be pressure -treated in accordance with American Wood Preservators Association (AWPA) standard no. C-9 with salt preservatives as required for soil contact exposure. 4.2.1.4 ABS Plastic Pads — Using the ABS footing pad manufacturer's instructions, select ABS footing pads that are rated for the soil condition and applied pier loading. Install the footing pad according to the pad manufacturer's instructions. All footing pads must be on either undisturbed soil or compacted fill, with all vegetation removed, and footing pads must be below the frost line or otherwise protected from the effects of ground frost heave. 4.2.1.5 Other Materials — Other materials may be used when approved by local authorities if they provide equal load bearing capacity and reg@ftRlk@ kRitTUItED C1 C:I HOUSING CONSTRUCTION w C.')G SAFETY STANDARDS :W O Page 9 C" APR 2 1 2000 Q O. °G 23 Q TYP. STEEL JACK PIER TYP. STEEL JACK PIER TYP. STEEL JACK PIER FIGURE 4.2 Treated Wood Footings Maximum Footing Capacities Piers shown are typical. Any approved pier can be used. FOOTING •1 SOIL CAPACITY FOOTING CAPACITY QUANTITY/SIZE GRADE/SPECIES QUANTITY/SIZE GRADE/SPECIES 4 each 2X10X18 1/2 a2 SPF/DFL 1000 PSF 1 each 2X12X24 m2 SPF/DFL 1000 PSF 1333 Ib FOOTING o2 SOIL CAPACITY FOOTING CAPACITY QUANTITY/SIZE GRADE/SPECIES QUANTITY/SIZE GRADE/SPECIES 4 each 2X10X18 1/2 a2 SPF/DFL 1000 PSF 23751b FOOTING •3 SOIL CAPACITY FOOTING CAPACITY QUANTITY/SIZE GRADE/SPECIES QUANTITY/SIZE GRADE/SPECIES 6 each 2X6X16 1/2 •2 SPF/DFL 1000 PSF 3 each 2X12X24 •2 SPF/DFL 1000 PSF 37501b TYP. CONCRETE CONE PIER 2000.04 FOOTING •4 SOIL CAPACITY FOOTING CAPACITY QUANTITY/SIZE GRADE/SPECIES QUANTITY/SIZE GRADE/SPECIES 6 each 2X6X16 1/2 •2 SPF/DFL 1000 PSF 1890 Ib TYP. CONCRETE BLOCK PIER FOOTING •5 SOIL CAPACITY FOOTING CAPACITY QUANTITY/SIZE GRADE/SPECIES 8 each 2X6X22 02 SPF/DFL 1000 PSF 33601b ff DERAL MANUFACTURED Q C H& SAFETYDSTANDARDSN � V CD APR 2 12000 Q 23 a Page 10 4+O F OST ERFQ •. `j 8503593 = 8 STATE OF e.ss/aRA` i`� 4.2.2 Placement in freezing climates 4.2.2.1 Conventional Footings - To preclude the harmful effects of ground frost heave, footings must be below the frost line or otherwise protected from the effects of ground frost heave. Consult local authorities to determine the depth of the frost line. 4.2.2.2 Floating slab systems - When properly designed by a registered professional engineer with knowledge of the anchorage requirements of 5.4, and accepted by the local authority having jurisdiction, a "floating slab system" may be used above the frost line. The design must accommodate the anchorage requirements identified in 5.4. TABLE 4.1A 4.2.2.3 Insulated foundations - Interior footings may also be placed above the frost line when the home is provided with a perimeter foundation or skirting having insulation properties sufficient to prevent freezing of the soil under or adjacent to every load-bearing component of the foundation acceptable for this purpose to the authority having jurisdiction. Insulation systems must comply with the requirement to cross - ventilate the entire space under the home. Refer to 5.6. 4.2.3 Proper sizing of footings - Proper sizing of footings depends upon the load -carrying capacity of both the piers and the soil. Determine the pier loads from Table 4.1A & B or 4.2A & B and select an adequately sized footing from Table 4.3, 4.4 and Figure 4.2. Q MOUSING CONSTRUCTION 1W G SAFETY STANDARDS ' V Q Q APR 2 12000 page 11 20W.04 °C 23 act l.�/// o 's 8503593 P STATE OF 1 Ali 0;*-%�NDII NV ,, P. %igL � � MINIMUM PIER LOADS FRAME BLOCKING ONLY Perimeter Support Not Required Except at Openings IF CONDITIONS CANNOT BE FOUND IN THIS TABLE YOU MUST USE TABLES 4.2A & B Minimum Pier Capacity - Lbs. ROOF ° SECTION LIVE WIDTH LOAD Maximum Pier Spacing - Feet PSF9 10 11 12 20 2,300 2,900 3,400 4,000 4,600 5,200 (a) 5,700 (a) 6,300 (b) 30 2,600 3,200 3,900 4,500 5,200 5,800 (a) 6,500 (a) 7,100 (b) 40 2,900 3,600 4,300 5,000 5,700 6,500 (a) 7,200 (b) 7,900 (b) 13 20 2,500 3,100 3,800 4,400 5,000 5,600 (a) 6,300 (a) 6,900 (b) 30 2,800 3,500 4,200 4,900 5,600 6,300 (a) 7,000 (b) 7,700 (b) 40 3,100 3,900 4,700 5,500 6,300 7,000 (a) 7,800 (b) 8,600 (b) 14 20 2,700 3,300 4,000 4,600 5,300 6,000 (a) 6,600 (b) 7,300 (b) 30 3,000 3,700 4,500 5,200 6,000 6,700 (a) 7,500 (b) 8,200 (b) 40 3,300 4,100 5,000 5,800 6,600 (a) 7,400 (a) 8,300 (b) 9,100 (b) 16 20 2,900 3,600 4,400 5,100 5,800 6,500 (a) 7,300 (b) 8,000 (b) 30 3,300 4,100 4,900 5,700 6,500 (a) 7,300 (b) 8,200 (b) 9,000 (b) 40 3,600 4,500 5,400 6,300 7,200 (a) 8,100 (b) 9,000 (b) 9,900 (b) 18 20 3,300 4,100 4,900 5,700 6,500 (a) 7,400 (b) 8,200 (b) 9,000 (b) 30 3,700 4,600 5,500 6,400 7,300 (a) 8,200 (b) 9,200 (b) 10,100 (b) (a) - Minimum 10 inch High Main Frame I -Beam (b) - Minimum 12 inch High Main Frame I -Beam 1. Blocking shall be located each side of openings in perimeter and marriage walls over 4 ft. (see tables 4.1 B or 4.28). 2. Perimeter support recommended for gypsum board tape and texture homes. Q MOUSING CONSTRUCTION 1W G SAFETY STANDARDS ' V Q Q APR 2 12000 page 11 20W.04 °C 23 act l.�/// o 's 8503593 P STATE OF 1 Ali 0;*-%�NDII NV ,, P. %igL � � TABLE 4.1 B "DERAL MANUFACTURED Q MOUSING CONSTRUCTION W & SAFETY STANDARDS ' V Q APR 2 1 2000 dX 2000.04 °C 23 Q Page 12 6 ���1STERF�.% �B! l0. l&!%;l 8503593 0 STATE OF F 6�e s/ 014 A L MINIMUM PIER LOADS MULTI -SECTION MATE LINE BLOCKING Sidewall Opening Pier Capacity is 1/2 the Load Shown. For Frame Blocking Only Perimeter Support Not Required Except at Openings Minimum Pier Capacity - Lbs. ROOF SECTION LIVE WIDTH LOAD Mating Wall Opening - Feet FT PSF 5 10 - 15 20 25 30 35 12 20 30 1,100 1,500 ,200 2,900 3,300 4,400 4,400 5,800 5,400 7,300 6,500 8,700 7,600 10,200 40 1,800 3,600 5,400 .7,300 9,100 10,900 12,700 60 2,500 5,100 7,600 10,200 12,700 15,200 N/A 80 3,300 6,500 9,800 13,100 N/A N/A N/A 13 20 1,200 2,400 3,500 4,700 5,900 7,100 8,200 30 1,600 3,100 4,700 6,300 7,800 9,400 11,000 40 2,000 3,900 5,900 7,800 9,800 11,800 13,700 60 2,700 5,500 8,200 11,000 13,700 N/A N/A 80 3,500 7,100 10,600 14,100 N/A N/A N/A .14 20 1,200 2,500 3,700 5 000 6,200 7,400 8,700 30 1,700 3,300 5,000 8,300 9,900 11,600 11,600 40 60 2,100 2,900 4,100 5,800 6,200 8,700 10,300 14,400 12,400 N/A 14,400 N/A 80 3,700 7,400 11,100 14,900 N/A N/A N/A 16 20 1,300 2,600 3,900 5,300 6,600 7,900 9,200 30 1,800 3,500 5,300 7,000 8,800 10,500 12,300 40 2,200 4,400 6,600 8,800 10,900 13,100 15,300 18 20 1,500 2,900 4,400 5,900 7,300 8,800 10,200 30. 2,000 3,900 5,900 7,800 9,800 11,700 13,700 40 2,400 4,900 7,300 9,800 12,200 14,600 N/A EXAMPLE: 14 -foot section width 30-psf roof live load 18- foot mating wall opening Follow down the "section width" column to "14 feet"; follow across to "30 psf' in the "Roof Live Load" column. Since the opening is 18 feet wide, follow across to the "20 foot" column (for any opening width that is not shown, use the next highest number on the chart). The required pier capacity is 6600 pounds. For piers supporting two adjacent openings, the capacity shall be the sum of the capacities from each span. "DERAL MANUFACTURED Q MOUSING CONSTRUCTION W & SAFETY STANDARDS ' V Q APR 2 1 2000 dX 2000.04 °C 23 Q Page 12 6 ���1STERF�.% �B! l0. l&!%;l 8503593 0 STATE OF F 6�e s/ 014 A L TABLE 4.2A MINIMUM PIER LOADS FRAME PLUS PERIMETER BLOCKING Both Frame and Perimeter Blocking Required Minimum Pier Capacity - Lbs. ROOF SECTION LIVE WIDTH LOAD Maximum Pier Spacing - Feet PSF 12 20 FRAME 1,300 1,600 2,000 2,300 2,600 3,300 3,900 4,600 PERIMETER 1.000 1 200 1,500 1,700 2,000 N/A N/A N/A 30 FRAME 1,300 1,600 2,000 2,300 2,600 3,300 3,900 4,600 PERIMETER 1,300 1 600 1,900 2,200 2,600 N/A N/A N/A 40 FRAME 1,300 1,600 2,000 2,300 2,600 3,300 3,900 4,600 PERIMETER 1.600 2.000 2.400 2.700 3.100 N/A N/A N/A 60 FRAME 1,300 1,600 2,000 2,300 2,600 3,300 3,900 4,600 PERIMETER 2,100 2.700 3,200 3,800 4.30 N/A N/A N/A 80 FRAME 1,300 1,600 2,0002,300 2,600 3,300 3,900 4,600 PERIMETER 2-700 3.400 4,100 4,800 13 20 FRAME 1,400 1,800 2,100 2,500 2,900 3,600 4,300 5,000 PERIMETER 1,100 1,300 1.600 1.900 2.100 N/A N/A N/A 30 FRAME 1,400 1,800 2,100 2,500 2,900 3,600 4,300 5,000 PERIMETER 1.400 1,700 2,100 2.4 0 2 800 N/A N/A N/A 40 FRAME 1,400 1,800 2,100 2,500 2,900 3,600 4,300 5,000 PERIMETER 1,700 2,100 2,500 3,000 3,400 N/A I N/A N/ 60 FRAME 1,400 1,800 2,100 2,500 2,900 3,600 4,300 5,000 PERIMETER 2.300 2.900 3.500 4.100 4.600 N/A N/A N/ 80 FRAME 1,400 1,800 2,100 2,500 2,900 3,600 4,300 5,000 PERIMETER 14 20 FRAME 1,500 1,900 2,300 2,700 3,000 3,800 4,600 /A PERIMETER 1,100 1,400 1,700 2,000 2.300 N/A N/A N/A 30 FRAME 1,500 1,900 2,300 2,700 3,000 3,800 4,600 N/A PERIMETER 1.500 1.800 1 2.200 2.600 2,900 N/A N/A N/A 40 FRAME 1,500 1,900 2,300 2,700 3,000 3,800 4,600 N/A PERIMETER 1,800 2,200 2,700 3,100 3,600 N/A N/A N/A 60 FRAME 1,500 1,900 2,300 2,700 3,000 3,800 4,600 N/A PERIMETER 2,400 3,100 3,700 4,300 4,900 N/A N/A N/A 80 FRAME 1,500 1,900 2,300 2,700 3,000 3,800 4,600 N/A PERIMETER 16 20 FRAME 1,700 2,100 2,600 3,000 3,400 4,300 5,100 N/A PERIMETER 1.200 1 1.500 1,800 2.100 1 2,400 N/A N/A N/A 30 FRAME 1,700 2,100 2,600 3,000 3,400 4,300 5,100 N/A PERIMETER 1,600 1,900 2,300 2.700 3.100 N/A N/A N/A 40 FRAME 1,700 2,100 2,600 3,000 3,400 4,300 5,100 N/A PERIMETER 18 20 FRAME 1,900 2,400 2,900 3,400 3,900 4,800 5,800 /A PERIMETER 1 300 1.700 2.000 2.400 2.700 N/A N/A N/A 30 FRAME 1,900 2,400 2,900 3,400 3,900 4,800 5,800 N/A PERIMETER 1 700 2.200 2,600 3,000 3,500 N/A N/A N/ 40 FRAME 1,900 2,400 2,900 3,400 3,900 4,800 5,800 N/A PERIMETER 2,700 3,200 3�700 4,300 1. Mate line pier blocking capacity is 2 x perimeter pier capacity and shall not exceed 4.ft. spacing. 2. Blocking shall be located each side of openings in perimeter and marriage walls over 4 ft. (see tables 4.1 B or 4.2B). 3. Perimeter support recommended for gypsum board tape and texture homes. FEDERAL MANUFACTUREC I= MOUSING CONSTRUCTION Uj & SAFETY STANDARDS > V � APR 2 12000 � IfZ 23 Q 2M.oa Page 13 elf k : �`� ire,-� � . •' B 0 8503593 r m ST (ATE OFL4 bu a� JS�DFIAL E41�.� Pro al TABLE 4.2B 2000.04 HOUSING CONSTRUCCTION LU' 6 SAFETY STANDARDS .� O APR 2 12000 23 Q Page 14 8503593 g ° STATE, OF l� o� °yam N`p AN MINIMUM PIER LOADS MULTI -SECTION MATE LINE BLOCKING Sidewall Opening Pier Capacity is 1/2 the Load Shown. Both Frame and Perimeter Blocking Required Minimum Peir Capacity - Lbs. ROOF SECTION LIVE WIDTH LOAD Mating Wall Opening - Feet PSF 5 10 15 20 25 30 35 12 20 30 2,800 3,800 3,900 5,200 5,000 6,700 6,100 8,100 7,200 9,600 8,300 11,000 9,400 12,500 40 4,700 6,500 8,300 10,200 12,000 13,800 15,600 60 6,600 9,100 11,700 14,200 N/A N/A N/A 80 8,500 11,700 15,000 N/A N/A N/A N/A 13 20 3,100 4,200 5,400 6,600 7,800 8,900 10,100 30 4,100 5,600 7,200 8,800 10,300 11,900 13,500 40 5,100 7,100 9,000 11,000 12,900 14,900 N/A 60 7,100 9,900 12,600 15,400 N/A N/A N/A 80 9,200 12,700 16,200 N/A N/A N/A N/A 14 20 3,200 4,500 5,700 6.900 8,200 9,400 10,600 30 4,300 5,900 7,600 10,900 12,500 14,200 40 5,400 7,400 9,500 1 1,buu 13,600 15,700 N/A 60 7,500 10,400 13,300 16,200 N/A N/A N/A 80 9,700 13,400 17,100 N/A N/A N/A N/A 16 20 3,400 4,700 6,000 7,400 8,700 10,000 11,300 30 4,600 6,300 8,100 9,800 11,600 13,300 15,100 40 5,700 7,900 10,100 12,300 14,400 N/A N/A 18 20 3,800 5,300 6,700 8,200 9,700 11,100 12,600 30 5,100 7,000 9,000 10,900 12,900 14,800 N/A 40 6,300 8,800 11,200 13,700 N/A N/A N/A EXAMPLE* 14 -foot section width 30-psf goof live load 18- foot mating wall opening Follow down the "section width" column to "14 feet"; follow across to "30 psf' in the "Roof Live Load" column. Since the opening is 18 feet wide, follow across to the "20 foot" column (for any opening width that is not shown, use the next highest number on the chart). The required pier capacity is 9200 pounds. For piers supporting two adjacent openings, the capacity shall be the sum of the capacities from each span. 2000.04 HOUSING CONSTRUCCTION LU' 6 SAFETY STANDARDS .� O APR 2 12000 23 Q Page 14 8503593 g ° STATE, OF l� o� °yam N`p AN 4.3 Other foundations — Check local building codes and regulations when siting the home on a basement, crawl space or load-bearing perimeter foundation. A registered professional engineer's design may be required. The manufacturing facility may provide foundation designs that meet many local codes. Useful ideas and design guidelines may also be found in reference publications such as those listed in 4.5. . 4.4 Special Considerations (Also see 5.4.2 and 5.4.3.) 4.4.1 Flood -prone areas — The manufacturer does not recommend siting a home in river or coastal flood -prone areas. Special local regulations or flood insurance provisions may apply. Special elevation and anchoring techniques are required when locating in a flood -prone area. Consult a qualified registered professional engineer to make sure that the home design and construction conform to applicable federal, state and local codes and regulations. The FEMA publication listed in 4.5 contains design and construction recommendations. 4.4.2 Severe wind areas — Do not place the home in a wind zone more severe than the one identified on the data plate located in the home. The home for which these instructions are intended, and these installation instructions, are not applicable to and shall not be used for installation of homes within 1,500 feet of the coast line in Wind Zone II and Wind Zone Ill. Installations within 1,500 feet of the coastline shall be designed by a qualified registered professional engineer with knowledge of TABLE 4.3 the home construction and wind zone requirements and shall be accepted by the local authority having jurisdiction. 4.4.3 Special snow load conditions — Homes designed for and located in heavy snowfall areas or subject to other extreme loading conditions may require special piers or footings. If the plans for these piers and footings are not provided with the home, a registered professional engineer or architect must design them. Check with the local authority having jurisdiction. Extreme snow loads often require a separate Ramada design for the snow load. 4.5 Reference Documents — The following reference documents are identified for informational purposes only. They are not part of the requirements of this manual. 4.5.1 ANSI/NCSBCS A225.1-1987: "Manufactured Home Installations", NCSBCS, 505 Huntmar Park Dr., Hemdon, VA 22070, (707) 437- 0100 4.5.2 ANSI/ASCE 7-88: "Minimum Design Loads for Buildings and other Structures", ASCE, 345 East 4r St., New York, NY 10017-2398 4.5.3 FEMA 85: "Manufactured Home Installation in Flood Hazard Areas", FEMA, Washington, DC 20472 (202) 646-2708, September 1985. 4.5.4 HUD Handbook 4930.3 (1989): "Permanent Foundations Guide for Manufactured Housing", HUD, 415 7' St., SW Washington, DC 20410 4.5.5 "All -Weather Wood Foundation Systems Manual": National Forest Products Association, 1619 Massachusetts Ave., NW Washington, DC 20036, June 1976 PLYWOOD PIER/PAD SIZE MINIMUM PLYWOOD MAXIMUM PIER THICKNESS LOAD PLYWOOD PAD SIZE METAL CONCRETE FOR 1000 INCHES STANDS BLOCKS PSF SOIL 16 X 16 1/2 inch 1 inch 1780 pounds 16 X 19.2 5/8 inch 1 1/8 inches 2130 pounds 24 X 24 1 1/8 inches 1 1/4 inches 4000 pounds NOTES: 1. Face grain may be either direction relative to the pad or pier dimension. 2. Plywood thickness is for a metal stand with 11-1/2 inch square base, or a concrete block with an 8 -inch x16 inch base. Thickness of one inch or more may be fabricated from two layers of plywood, stacked with or without fastening. Page 15 2No.04 4.5.6 "Frost -Free Shallow Foundation Design Guidelines": Energy Design Update, March 1988 4.5.7 "Building Foundation Design Guidebook": Document No. DE 88013350, National Technical Information Service, 5285 Port Royal Road, Springfield, VA 22161 FEDERAL MANUFACTURED Q 0 HOUSING CONSTRUCTION V G SAFETY STANDARDS w APR 2 1 2000 Q � `� 23 Q TABLE 4.4 RDERAL MANUFACTURED I= 0 MOUSING CONSTRUCTION Uj & SAFETY STANDARDS ' Q APR 2 12000 Q � °G 23 :¢ z=04 Page 16 R. KE("Fg1�0�8 R1e W-61 8503593 ST TE OF q L414 l a o . �a.SS� O N A I t MINIMUM FOOTING SIZE IN SQUARE INCHES PIER FOR SOIL CAPACITY IN POUNDS PER SQUARE FOOT PSF LOADS 1000 1500 2000 3000 4000 PSF PSF PSF PSF PSF (POUNDS) SQ. IN. SQ. IN. SQ. IN. SQ. IN. SQ. IN. 44 128 128 28 128 ,500 216 144 128 128 128 2,000 288 192 144 128 128 3,000 432 288 216 144 128 4,000 576 384 288 192 144 5,000 720 480 360 240 180 6,000 864 576 432 288 216 7,000 1,008 672 504 336 252 8,000 1,152 768 576 384 288 1,296 864 648 432 324 1,440 960 720 480 360 1,584 1 056 792 528 396 ,12,000 1,728 1,152 864 576 432 13,0001,872 1 248 936 624 1 468 2,016 1,344 1,008 672 504 2,160 1440 1,080 720 540 Pier dimension Maximum effective footing extension beyond the edge of the pier is TYPICAL FOOTINGS equal to the footing thickness - See 4.2.1.1 Size Sq. In. 8x'16 128 12 x 12 144 16 x 16 256 20 x 20 400 24 x 24 576 4" Minimum 24 x 30 720 footing thickness 30 x 30 900 noting dimension 30 x 36 1080 width or length 36 x 36 1296 36 x 48 1728 length 48 x 48 2304 I� width Footing size (sq -in) = width x length u Example = 8 x 16 = 128 sq. in. RDERAL MANUFACTURED I= 0 MOUSING CONSTRUCTION Uj & SAFETY STANDARDS ' Q APR 2 12000 Q � °G 23 :¢ z=04 Page 16 R. KE("Fg1�0�8 R1e W-61 8503593 ST TE OF q L414 l a o . �a.SS� O N A I t 2000.04 FIGURE 4.3 TYPICAL PIER LOCATIONS TYPICAL TIE DOWN STRAP RIMETER BLOCKS FRAME BLOCKS PERIMETER BLOCK WHEN SECTIONS ARE OFFSET AS SHOWN LINE BLOCKS BLOCKS BLOCKS FRAME SUPPORT PERIMETER SUPPORT (IF USED) ® MATE LINE OPENING SUPPORT O SIDEWALL OPENING rum urCIVIIVu IN SIDEWALL REFER TO 4.1.5.1 NOTES FOR OFF -SET DESIGN 1. ROOF OF OFF -SET SECTION MUST HAVE CENTER PEAK. 2. MAX. OFFSET WITHOUT CENTER PEAK IS 4' IN WIND ZONE I ONLY. 3. ALL OTHER OFF SETS NEED SET-UP ADDENDUM. 4. OFF -SET SHOULD BE TIED DOWN AND BLOCKED AS A SINGLE SECTION FOR THAT PORTION OF THE HOME. ALSO BLOCKING SHALL BE PLACED AT THE INSIDE CORNERS WHERE FLOORS JOIN. FRAME OR FRAME PLUS PERIMETER BLOCKING SEE SUPPORT TABLE TYPICAL TIE DOWN STRAP PERIMETER BLOCKS - FRAME BLOCKS PERIMETER BLOCKS FOR OPENING IN SIDEWALL REFER TO 4.1.5.1 SINGLE - SECTION FRAME OR FRAME PLUS PERIMETER BLOCKING SEE SUPPORT TABLE FEDERAL MANUFACTURED Q HG SAFETY STUSING T RDSN � O APR 2 12000 °C 23 Q Page 17 O�J\w�EllF� X00 = 8503593 STATE OF s� I � •.• � I ��P r•ay. . ��1►..f/ORAl E_sa 2M.04 FIGURE 4.4 TYPICAL PIER LOCATIONS TYPICAI TIF nf)WN iTRAP ROOF CEMENT UNDERLAYMENT, "B" UNIT IETER BLOCKS FRAME SUPPORT PERIMETER SUPPORT (IF USED) 'AME BLOCKS ® MATE LINE OPENING SUPPORT O SIDEWALL OPENING MATE LINE BLOCKS NOTES: 1) FOR TIE DOWN STRAP SPACING OF RAME BLOCKS FULL TRIPLE WIDE USE DOUBLE WIDE CHART 5.2A. 2) WIND ZONE I ONLY. CENTER BEAM BLOCKS RAME BLOCKS AETER BLOCK 'ENING IN SIDEWALL REFER TO 4.1.5.1 1 LONGITUDINAL TIE—DOWN STRAPS ARE REQUIRED AT THE FRONT AND REAR OF FULL TRIPLE WIDE HOMES IN ALL .WIND ZONES. REFER TO 5.4.1.3 AND FIGURE 5.12. USE SWIVEL BRACKETS TO PREVENT ANGULAR STRESS ON THE STRAPS. AFTER ALL UNITS HAVE BEEN SET. "A" and ipp—APPLYCROOF CEMENT, ROLL OUT 30" MIN UNIT WIDE 15,# FEUTHEN INSTALL SHINGLES (LAP ROOF UNDERLAYMENT 6" MIN.) DETAIL SHINGLES (ON SITE) FRAME OR FRAME PLUS PERIMETER 'BLOCKING 'SEE SUPPORT TABLE 16" MIN. STRIP OF APA ROOF SHEATHING ATTACHED IN FIELD AFTER HOME IS LAGGED TOGETHER WITH 15 GA. STAPLES AT 6' O.C. x 5" LAG AT 32" 0. g8 x 4" TOE SCREWS bN 45 DEGREE ANGLE AT 12" O.C. AT ENDWALLS. "A" andl "C" UNIT 3 8" x 4" LAG SCREWS 0 45 DEGREE ANGLE AT 327\ O.C. STAGGERED SECTION MODULE CONNECTION FEDERAL MANUFACTURED HOUSING N Uj G SAFETY STANDARDS O APR 2 12000 Q Q- Page 18 °C 23 Q "B" UNIT O�S��T E IB . 8503593 STAT OF oY4k- 2000.04 0 REQUIETEREDR PERIM BLOCKS FRONT AND EAR OF TAG) y10 x 5" WOOD SCREWS TOE SCREWED 12" O.C. ALONG "B" UNIT DORMER 45 DEGR ES�� C" UNIT FIGURE 4.5 TYPICAL PIER LOCATIONS FEDERAL MANUFACTURED IQ PERIMETER BLOCKS ® FRAME SUPPORT ❑ PERIMETER SUPPORT (IF USED) FRAME BLOCKS ]—PERIMETER ® MATE LINE OPENING SUPPORT BLOCK ROOF CEMENT MATE—WAL WHEN SECTIONS ARE O SIDEWALL OPENING OFFSET AS OWN "B" AFTER ALL UNITS HAVE BEE_, SET. OPENING MATE LINEBLOCKS FRAME BLOCKS SEE FIGURE 4.3 FOR OFF—SET DESIGN NOTES. PERIMETER BLOCKS NOTE: FRAME BLOCKS 1) FOR TIE DOWN STRAP SPACING OF MATE LINE BLOCKS SEE NOTE 1.) TAG SECTION USE DOUBLE WIDE BELOW CHART 5.2A. FRAME BLOCKS AT 12 FOR OPENING IN SIDEWALL REFER TO 4.1.5.1 IN—PLANT VALLEY OUNI 5g FELT "B"DECKINGTO FINISH VALLEY, PLACE 36" WIDE 50# " UNIT MIN. ROLLED ROOFING 6" MIN. UNDER IN—PLANT VALLEY FLASHING TO END OF EAVE. OVERLAP 15# FELT 6" MIN. OVER 50g ROLLED ROOFING. THEN REPLACE B' NITSHINGLES THAT WERE REMOVED. OF _DECKING SHEATHED TRUSS— FEDERAL MANUFACTURED IQ 0 HOUSING CONSTRUCTION "C" UNIT Page 19CD APR 2 1 2000 C= Q ROOF CEMENT 23 Q "B" AFTER ALL UNITS HAVE BEE_, SET. UNIT is iEL7 "REMOVE CUT SHINGLES FROM BOTH B ANP C UNITS, FIRE BLOCKING APPLY ROOF CEMENT, ROLL OUT 12' MIN. WIDE I 2 x 6 NAILER15 FELT, THEN REPLACE SHINGLES THAT WERE y8 x 4" TOE CREWS ON 45, DEGREE ANGLE FOR ON SITE REMOVED. AT 12 CONNECTION DETAIL C" UNIT "B" UNIT ROOF CONNECTION (ON SITE) ROE. �C. TO NOTES FOR TAG SECTION: FIGFURE 4 1. WITH THE THIRD SECTION OF THE TRIPLE WIDE POSITIONED NEXT TO THE MAIN UNIT, INSTALL FOOTINGS AND PIERS AT THE I—BEAMS AND PERIMETER AS SHOWN FOR THE APPROPRIATE WIDTH DOUBLE WIDE HALF. MULTI—SECTION SECTION CENTER BEAM SUPPORT LOCATIONS ARE MARKED ON THE BOTTOM OF THE AT MODULE C CONNECTION HOME. PIER CAPACITY FOR THESE LOCATIONS CAN BE FROM TABLE 4.3 USING THE WIDTH OF THE THIRD SECTION AS THE DISTANCE TO THE NEXT SUPPORT. 2. o. THE EAVE OF THE DORMER IS TO BE SCREWED DOWN THROUGH THE 1-1/2" jf 10 x 5-1/2" SCREW MAX. EDGE FRAMING MEMBER UNDER THE SHINGLE, INTO THE TOP CHORD ® 12 O.C. SHINGL SPACER IS TO RBE TIGHTLYAFITIBETWEEN/THESDORMERTAND THE TAG DECLONG 2% AND THE SCREW IS TO PASS THROUGH THE CENTER OF THE SPACER. (AS SHOWN) EDGE b. BEND THE VERTICAL FLANGES OF THE STEP FLASHING UP AND FASTER AT THE TOP TO THE DORMER FRAMING. THE FASCIA TRIM IS TO BE SLID UNDER THE METAL DRIP EDGE AND SECURED. 1-1/2" MAX 2 X SPACER 3. IF THE TAG IS DESIGNED FOR WIND ZONES II OR III, A SEPARATE SET—UP STEP 7/16" DECKING ADDENDUM IS REQUIRED. FI 14 SHINGLE 14 TAG DORM R ISECTIO OPT. UNDER EAVE ROOF CONNECTION SEE NOTE 2. MULTI—SECTION (TAG TRIPLE WIDE) A A AA AA FRAME OR FRAME PLUS PERIMETER BLOCKING SEE SUPPORT TABLE P,�yD R. KE��F� �fP 8503593 s STATE OF A' M�'�,Eq�SSfOa Ea��ti < FEDERAL MANUFACTURED IQ 0 HOUSING CONSTRUCTION G SAFETY STANDARDS ' Page 19CD APR 2 1 2000 C= Q � 23 Q 5 - Installation procedures 5.1 Moving home to location — Make sure the following items are completed before placing the home: • The home is designed for the geographic zone where it will be installed (see 1.2). • The site is properly prepared (see 3) • All footing and concrete work necessary to set the home is finished, and the required structural capabilities have been achieved. • Utilities are installed or available. • Any trenching, for crossover drain lines or for wheels that will be left in .place, is complete. • Items that could be difficult to install after the home is sited (such as anchors and ground moisture retarders) are in their proper locations. WARNINGI Homes weigh several tons and can fall off jacks during installation. FAILURE TO USE SUPPORT BLOCKING MAY RESULT IN SERIOUS INJURY OR DEATH. Never allow anyone under the home unless blocking is in place, which will safely support the weight of the home. 5.2 Positioning home — When placing the home, mark the comers of the home, and lay out footings and support devices close to where they will be used. Then, move the home or first section of the home into the desired location. Work safely whenever under, in, or around a home that is being set. NOTICE Foundations that are not level can cause structural damage to the home. All the piers shall be leveled before the home is lowered. This allows the weight of the home to be evenly distributed on all the piers. FEDERAL MANUFACTURED v O APR 2 12000 z0W.0 d L1- 23 d 5.2.1 Leveling and blocking — To prevent tipping or settling, use a firm support under jacks. Place minimum 12 -ton rated jacks under the I-beam in front of and behind the axle assembly. Also place one 12 -ton jack at least every 20 feet along the remainder of the I-beam. All jacks shall be resting on firm, stable wooden supports. Jack only on the main chassis I-beam. Locate the jacks directly under the vertical web of the (- beam. Do not jack on the seam of a twin I-beam. Use a large 3/8 -inch thick steel plate, C -channel or other equivalent plate between the main chassis I-beam and the jack head to distribute the load (see Figure 5.1). Use jacks only for raising the home. Do not rely on the jacks to support the home. Proceed as follows. Page 20 Remove the close-up material from areas in which sections will be joined. Be careful not to damage adjacent paneling or siding. Drive flush or remove all protruding nails or staples along the mating surfaces. Anything sticking out could hold the sections apart. Do not remove the shipping braces at this time. If the home has a hinged roof, refer to 6.1. It is very important that safety support timbers are installed under the home that will support the weight of the home (see Figure 5.1) and that they follow the home up as it becomes higher off the ground. Only one side shall be jacked at a time so that the other side is always supported and stable. Build the support blocking roughly level under one side of the home and use them to support the home while you raise the other side. Be especially aware of external forces such as the potential for a sudden gust of wind or failure of a jack, and be sure the safety supports will hold if needed. Uniformly raise the home to slightly above where you want to set your piers. Care shall be taken not to cause the home to lean too much to one side with the jacks. When it is necessary to raise the sides of a home up in steps, never jack one beam more than 6 -inches above or below the other. The home shall be in very nearly a level position end to end as the lifting process proceeds. Place the piers at the required locations. All piers shall be built squarely and solidly with no defects in the blocks and conform to Figure 4.1. Be sure the tops of the piers are capped and cushioned with wedge shims in pairs to form a level surface and tight fit. Adjust all pier heights using leveling procedure per 5.2.1.1. Additional support is required under doors and heavy furniture per 4.1.5.1, and failure to install it may void the warranty. Place all required supports under doors and any openings over 4 feet wide in exterior wall. When the home is raised an inch or two over the desired final leveling point, use the water level to level all the piers on one side of the home. Keep in mind that the water level will be setting the tops of the piers at the point you wish the bottom of the main beam to be. Special bracing (e.g. flat iron on bottom of I-beam) must be compensated for by lowering the appropriate piers exactly the thickness of that bracing. • Lower the home onto the piers. Lower one side of the home on to the pre -leveled piers and repeat the procedure on the other beam. Check the soundness of all piers and adjust as required to assure the normal operation of all windows and doors. If any difficulties are found with the operation of any doors or windows a check shall be made in that area with the water level. If the home is found to be level and properly supported then the window or door shall be refitted to the home. • Remove the safety supports. 5.2.1.1 Leveling — To level the home, use a water level, transit level, or 6 -foot carpenter level. One configuration of a water level consists of 100 feet of 3/8 inch clear plastic tubing with a shut-off valve at one end and the other end connected near the bottom of a plastic container that is filled with colored water and has a removable cap (e.g. cork). The water in the tubing will always be level with the water in the container if the shut-off valve is open, air bubbles have been removed and the cap is removed (see Figure 5.2). Comparable "water levels" may be purchased from some building supply and hardware retailers. FIGURE 5.1 5.2.1.2 How to use a water level Position the container so that the valve end of the tubing can reach anywhere under the home. Put blocks under the container so the water level in the tubing is at the height wanted for the bottom of the (- beam when in its final position. See Figures 5.2 and 5.3. • Prepare the "water level" for use. Remove the cap and raise the shut-off valve above the container. Open the valve and set the water level in the tubing to the predetermined height. Close the valve so tubing can be moved without losing any of the liquid. FIGURE 5.2 BLOCKING IS RECOMMENDED BEHIND THE AXLE AREA AND AT THE HITCH END OF THE UNIT, AS SHOWN. JACK WITH STAND 2000.04 BE TYPICAL BLOCKING Use 4x6 Timbers S Foot Long Stack as Lon FEDERAL MANUFACTURED I= Q HOUSING CONSTRUCTION G SAFETY STANDARDS W > A Page 21 Q APR 2 12000 23 Q FIGURE 5.3 J WATER LEVEL • With the valve end of the tubing, check both the front and rear of the home to determine if either has to be raised to allow the piers to be set. Raise the home as needed. At each pier. location, secure the end of the tube above the bottom of the I-beam and open the valve. Adjust the height of the pier by adding or removing approved materials until the top of the pier is level with the water line in the tube. Close the valve so the end of the tubing can be moved to the next pier location. Repeat the procedure until all the piers are leveled. 5.2.2 Positioning multi -section homes — Following the leveling and blocking procedures of 5.2.1, set the other section(s) as follows: • Remove all shipping materials and items from the mating surfaces of both sections. • Position piers. under the ridge beam support columns of the blocked home section so that they will support both home sections. • If the home has an optional hinged roof or eaves, refer to 6.1. Before the final positioning of the second section, fasten (staple or nail) strips of fiberglass insulation, carpet pad or equivalent material around the mating edges of the floor, walls, and ceiling (at the ceiling panel location) to prevent air infiltration. Material used for this purpose shall not be placed in a position where it could restrict the air ducts of the heating - system, or supply or return air ducts which might cross at the floor line or through the ridge beam. If there is a crossover duct, it Will require a connection seal. Make certain that it is in place prior to joining the two sections. Position the second section near the first section, and line up the sections. Using a properly functioning rolling and jacking system in a manner commensurate with the manufacturer of that systems operational instructions, move the home section over,to meet the previously installed section. Take care that the inner beam is slightly higher than the outer beam so there is no opportunity for the roof sections to touch before the floor when the home sections meet. Raise the second section the same way as the first section. Refer to 5:2.1. Position the footings and piers, and level each pier including the ridge beam support piers. When this is complete, lower the jacks so that the steel frame members rest on the piers and the ridge beam supports rest on their piers. Lower the outside beam first and then the inner beam, while tightening the home sections with several come -a -longs. 5.3 Interconnection of multi -section homes — After the sections have been positioned together, aligned, and leveled, install the lag screws to connect the floors and roofs. See Figure 5.4. and 5.6. FIGURE 5.4 MULTI -SECTION FLOOR JOINT FIBERGLASS INSULATION OR EQUIVALENT TO PREVENT AIR INFILTRATI N SIDE RAILS ZI SEE 5.3 = FLQQR JOIST FLOOR JOIST = 45't 318 x 4' LAG SCREWS 32' 0. C. STAGGERED OR BOTTOM 5/16'X 4' LAG SCREWS 24' 0. C. STAGGERED Page 22 2000.04 FEDERAL MANUFACTURED Q C) HOUSING CONSTRUCTION LU G SAFETY STANDARDS :W CP APR 2 12000 Q D. �3 Gaps between floors, roofs and column supports, up to 1-1/2 inches maximum, may be closed with lumber or plywood shims fitted for the total length of the gap. When shims are used increase fastener length by 1.5 times the thickness of the shims. To avoid splitting the rails, pilot holes shall be drilled. Do not use the lag screws to pull the home sections together. When one side of the section is lower than the other, use a jack to raise the side rail of the low side. Once the sections are even, lag or nail the side rails together. Continue to check, level, and fasten the sections together for the length of the home. Any holes cut in the bottom covering must be repaired. Inside the home, the ceiling panels and the endwalls of the sections must align with each other. If the sections are not in proper alignment, they may be adjusted (racked) by raising (jacking) a corner of the home. This will cause the ceiling on the opposite side to move forward. When the endwalls become flush, fasten them together at the front and back end of the house with 16d nails, or equivalent, spaced at a maximum of 18 inch on center. Once the endwalls are secured, make sure the roofs are aligned and the ceilings line up. If they are still off, rack the section a little more to bring the roofs and ceilings into alignment. By carefully inspecting the ceiling or by using a straight edge, low points can be determined. Start in the front and work to the back of the house. To raise a low portion, use a hydraulic jack and a padded tee underneath the low point (see Figure 5.5). Carefully raise the jack until the adjoining ceiling sections are flush. Then, fasten the two ridge beams together on the outside of the home. FIGURE 5.5 FEDERAL MANUFACTURED 11M c) HOUSING CONSTRUCTION W G SAFETY STANDARDS =W V O APR 2 12000 d � 2.04 Loi 23 Q To secure adjoining roof sections together, install lag screws at a 45 -degree angle so they penetrate both ridge beams (see Figure 5.6). Install the lag screws from alternate sides. Remember that the fasteners are used to secure the sections together and must NOT be used as a way to pull the roofs together. NOTICE Roofs and ceilings that are not aligned can cause trim damage and allow weather (rain and snow) damage. It is imperative that the ceilings on each section be exactly flush before fastening the ridge beam together. Inside the house, check along the centerline for a label that identifies a support column requiring special attachment. If found, fasten that column to the structure of the other section as shown in Figure 5.7. Page 23 FIGURE 5.6 Fu LAG SCREW NOTES WITH IM -M- Wp SIMB asPlwLnc RooFMG camrr. UNDERLAYMENT *h*M ROOF SNEATNMG 33 x S LAG SCREWS 370.C.STAGGEO SEE 53 OR Vi X 5' LAG SCREWS 24' O.C.STAGGERM AOR FBERGIASS MSUTATION OR RMM LIFAM EQUNAMTOPRE WAR PRTRATION COM PANEL On composition shingle roofs, cover the joint between roof sections with a piece of 12 -inch wide roofing felt, which is stapled to the underlying roof decking. The staples shall be 16 Ga. x 1 inch x 1 inch and spaced a maximum of 6 inches apart. Shingles used for the ridge cap are 36 inch x 12 -inch cut into three sections. Start from the end that is opposite the direction of the prevailing wind. Overlap each ridge shingle 6 inches and secure with four 16 Ga. x 1 inch x 1 -inch staples or roofing nails. NOTICE Shingles on certain areas of the roof may be secured with tack strips or other material for transportation. Failure to remove any shipping material and sealing of any fastener holes can resultant in weather damage (rain and snow). Tack strips and other shipping materials must be removed and any visible holes that are left by the fasteners must be filled with roofing cement. On metal roof applications, use an 8 -inch wide galvanized metal cap to cover the joint. Secure the cap down each side with 1 -inch sheet metal screws installed at 4 inches on center. The screws used to attach the cap must go through the underlying sealant tape. After the installation, the screws used in a metal roof application shall be covered with a roof sealant. See Figure 5.8. For other roofing materials, - see. the roofing manufacturers installation instructions. After completing the leveling of the home, check the door and window operation. Minor adjustment of the shims at some piers may be needed to improve the operation of a door or window. Interior closure • All the materials necessary to trim out the interior of the home are shipped with each home and can be easily identified by matching the moldings or paneling with the materials installed by the manufacturer. See Figure 5.9. NOTICE A section of panel may have been shipped loose for installation on site in order to achieve a more desirable finished appearance. Installation of Exterior Closure Trim • Remove any polyethylene shipping material from the end wall and install the vertical siding with the provided fasteners, following the nailing pattern given in Figure 5.10. • Install the matching bottom trim in the front and rear with the nails provided. • Match and install the gable trim material. See Figure 5.10. • All cracks, seams and openings must be sealed with caulking to prevent entry of moisture. • All exposed raw edges of trim and siding must be painted, sealed or treated to provide moisture and weather tightness. For homes manufactured with metal or vinyl siding, the detail drawing shown (see Figure 5.10) is typical. The closure material is shipped with each home and can be identified by matching it with the front and rear of the home. • Before installing moldings, fill all gaps in the exterior walls with fiberglass insulation or caulking. Then, staple or nail the moldings in place. Color -coordinated putty (not supplied by the manufacturer) may be used to cover staple ANUFACTURID Q anc G CONSTRUCTION y� G SAFETY STANDARDS APR 2 12000 Page 24 2=.0 •� a J c.� Installation of Exterior Closure Metal — • Remove any polyethylene material from the end walls and install the bottom starter with the provided fasteners (see Figure 5.10). • Install the siding by snapping the sides into the S -Locks; secure with the screws provided. • Attach the roof closure metal to the front and rear roof. See Figure 5.10. Utility crossovers — Connect water, drainage, gas, electricity, and telephone utility crossovers. Correct procedures are outlined in 8. 5.3.1 Ductwork crossovers — Multi -section homes may require a heat/AC duct connection below the floor. Compare the inlets/outlets under the home with Figure 5.11 and connect the inlets/outlets with the flexible duct(s) and clamps that have been shipped with the home. Support all ductwork so it is not in contact with the ground, and cover all ex- posed ductwork with material having an insulating value of not less than R-4 under a vapor barrier with a perm rating of not greater than 1. FIGURE 5.7 RIDGE BEAM SUPPORT FASTENING WALL p8 X 2-1/2' SCREWS OR EQUIVALENT / FASTENERS AT 18' O.C. - TYPICAL [WALL WALL WALL FIGURE 5.8 METAL ROOF JOINT GALVANIZED METAL / RIDGE CAP METAL SCREW � // r SEALANT TAPE BACKING METAL ROOF - TYPICAL RIDGE BEAM FIGURE 5.9 INTERIOR TRIM WALL MOULDING DETAIL A (TOP VIEW) MOULDING OR PANELING SIDE 2 SIDE / Q3AO-Hddd n a0In INTERIOR MOULDING D I,- C' PANELING GU.7 cz D 13 L< z N iz� .1�W PARTITION Q� U1 < Q U: n1Hp� MOULDIN O �MOULDING OR PANELING EXTERIOR 2M.04 Page 25 5/16' X 5' LAG SCREWS 24' O.C. STAGGERED WALL MOULDING DETAIL A (SIDE VIEW) % CEILING BEAM. COVE OR PANEL STRIP CEILING BEAM SIDE 2' SIDE 1 ATTIC ATTIC CEILING BEAM I FIGURE 5.10 EXTERIOR CLOSURE - WOOD OR HARDBOARD SIDING // // // ow �z OAKS�DMG CLOSURE AREA GABLE TRIM SOFFIT GABLE TRIM - 'Z' FLASHING WOOD OR HARDBOARD •u BOTTOM TRIM FILLER EXTERIOR CLOSURE - LAP SIDING SIDE VIEW FRONT OR REAR VIEW NOTES, 1. WOOD OR WOOD PRODUCT SIDING SHALL HAVE ALL JOINTS LOCATED ON FRAMING MEMBERS. USE THE CORROSION RESISTANT NAILS SHIPPED WITH THE HOME AND INSTALL THEM PER THE INSTRUCTION OF THE SIDING MANUFACTURER ALSO SHIPPED STARTER STRIP WITH THE HOME. 2. VINYL LAP SIDING SHALL BE ATTACHED TO THE SHEATHING WITH A CORROSION RESISTANT FASTENER WITH MAY BE A 1 1/2' SIDING NAIL OR A 16 GA. X 7/16' CROWN X 1 1/4' LOMG STAPLE. ALL SIDING SHALL BE ATTACHED LOOSE TO ALLOW FOR EXPANSION AND CONTRACTION AND THE FASTENER SHALL BE IN THE CENTER OF THE SLOT EXCEPT THE TOP FASTENER TO HANG VERTICAL ACCRSSORIES. ALLOW 1/2' BETWEEN ACCESSORY BUTT JOINTS AND A MINIMUM OF 1' ON THE LAP JOINTS. LAP SIDING 3. MINIMUM FASTENING SPACING SHALL BE- A. WIND ZONE I, HORIZONTAL LAP, 16' ON CENTER SHEET SIDING- EDGES 6' ON CENTER AND FIELD 12' ON CENTER. STARTER STRIP B. WIND ZONE II AND III ' FEDERAL MANUFACTURED ALL SIDING -SHALL BE FASTENED 6' ON CENTER. O HOUSING CONSTRUCTION G SAFETY STANDARDS SIDE VIEW Page 26 o APR 9� 1 )nnn wt 2000.00 FIGURE 5.11 THIS SYSTEM MAY BE USED WHEN THERE IS NOT A CROSSOVER DUCT BOLT INTO THE FLOOR AND THE FURNACE IS OUTSIDE THE FREAK FURNACE MILT NW ADAPTER J FLEXIBLE INSULATED DUCT WITH UO PERK MAX VAPOR BARRIER. FLEXIBLE DUCT MCI NOT BE N CONTACT WITH THE GROUND. THIS SYSTEM MAY BE USED WHEN THERE B NOT A CROSSOVER DUCT BUILT INTO THE FLOOR AND THE FURNACE B SITUATED DIRECTLY OVER THE MAN DUCT ON ONE SECTION OF THE NOME FLEXIBLE INSULATED DUCT WITH UD PERM. MAX VAPOR BARRIER. FLEXIBLE DUCT SHALL NOT BE N CONTACT WITH THE GROUND. THIS CROSSOVER DUCT SYSTEM B INCORPORATED N THE FLOOR OF THE HD►fl THE CONNECTION IS MADE AT A PONT ALONG THE CENTER LIE OF THE HOME WHEW THE DUCTS EXIT THRU THE SDE RAL THE CONNECTION MUST BE SEALED TO MAKE IT AIRTIGHT. Y GNI WIDE R19 INSULATION AROUND CROSS-OVER DUCT OPENING BOTH HALVES) FLOOR MATING LIE / DUCT NIYIDUCT - LINE UP CROSS OVER DUCTS. - REMOVE ANYTHING COVERING OPENINGS. - COMPRESS INSULATION WITH STANDARD FLOOR CO MECTXK THIS SYSTEM MAY BE USED WHEN THERE B NOT A CROSSOVER DUCT BUILT INTO THE FLOOR AND THE FURNACE B SITUATED DIRECTLY OVER THE MAN DUCT ON CENTER SECTION OF THE HOME. \p1CT�IXICT �ODCT FUNADE IN FLEXIBLE DLSRLATED DUCT WITH VO PERK MAX VAPOR BARREL FLEXIBLE DUCT SHALL NOT BE N CONTACT WITH THE GROUND. 5.4 Anchoring instructions — The home must be anchored to the ground in order to resist overturning and lateral movement (sliding) of the home caused by the forces imposed by the design wind load. The tie - down anchoring system described in this section is one acceptable method of anchoring the home to the ground. The tie -down anchoring devices shall be certified by a registered professional engineer, architect or a nationally recognized testing laboratory as capable of resisting an allowable working load equal to or exceeding 3,150 pounds and shall be capable of withstanding a 50 percent overload (4,725 pounds total) at any angle from the vertical. Ground anchors must be installed as specified by the anchor manufacturer. Commercial designs are available from retailers or contractors. Anchoring equipment exposed to weathering shall have a resistance to weather deterioration at least equivalent to that provided by a coating of zinc on steel of not less than 0.30 ounces per square foot of surface coated. Slit or cut edges of zinc -coated strapping do not need to be zinc coated. Straps shall be Type 1, Finish B, Grade 1 steel strapping, 1-1/4 inches wide and 0.035 inches in thickness, certified by a registered professional engineer or architect as conforming with ASTM Standard Specification D3953-91, Standard Specifica- tion for Strapping, Flat Steel and Seals. The home must be in its final position with sections fastened together prior to installing tie -down equipment. The following tie -down procedure may be used: 5.4.1 Normal Installations — The pier and ground anchor system described in this manual is the most common method to stabilize the home. Other systems (such as the Vector Dynamics Foundation System by Tie Down Engineering Inc. of Atlanta, GA) are acceptable when allowed by the authority having jurisdiction, when installed according to the system manufacturer's instructions, and when certified by a registered professional engineer. Unless otherwise noted, all be down and anchoring instructions are for homes with Ain AL that does not exceed 20 degrasERAL inches AA 1NUFAC466h ' HOUSING CONSTRUCTION G SAFETY STANDARDS ;W V 0 APR 2 12000 Page 27 2000.04 M Q.. moi. 23 Q Warning Digging can cause exposure to underground utilities such as electrical and gas line. EXPOSURE TO LIVE ELECTRICAL CIRCUITS OR RUPTURED UTILITY LINES MAY RESULT IN SERIOUS INJURY OR DEATH. Prior to digging for any purpose, but especially before auguring metal anchors in the ground, make sure that the location of all underground electric cables, gas lines, sewer lines and water lines are clearly marked. Contact local utility companies for this service. r SINGLE SECTION 1FRAME SPACING DETAIL 6 ) ZONES eaIII "FAR CHASSIS BEAM SINGLE SECTION FIGURE 5.12 TIE -DOWN DETAILS - TYPICAL FIT 1 Ut1AILA TYPICAL SINGLE TIE -DOWN STRAPS WIND ZONE I ONLY Ut I AIL U A STRAP STABILIZER PLATE ALTERNATE VERTICAL TIE CONNECTOR FLOOR STRUCTURE Radius Clip Radius Clip P STRAP ANGLE Benton of Grand Strap Bent and Placed Mand 40 Degree Min. GROUND ANCHOR See Tables Beninand Laced ANCHOR ANGLE S Verb Groundgh GROUND LINE 10 Degree Max.- RAME STRAP STABILIZER PLATE Ut I AIL U A STRAP STABILIZER PLATE ALTERNATE VERTICAL TIE CONNECTOR Radius Clip Radius Clip P Benton of Grand Strap Bent and Placed Mand 3" Section of Ground Strap Flange of I - Beam Before Beninand Laced Groud Strap is Installed S Verb Groundgh Connector Before Ground Strap is Installed. _ Radius Gip For Protection Where Strap Passses Over Sharp Comers. Crimp Seal 1 1/1'T DETAIL E STEEL BEAM GROUND ANCHOR 45 Degrees GROUND LINE C) HOUSING CONSTRUCTION I" & %AFFTY STANDARDS rCD Q APR 2 12000 Page 28 2000.04 INC 23 Q. DETaLC MULTI SECTION MULTI SECTION — DETAIL A WIND ZONE I ONLY DETAIL a 'FAR CHASSIS BEAM STRAPS" No ZONES 11 a 11 IF REQUIRED IN UEU OF "NEAR CHASSIS BEAM STRAPS" DETAIL B TYPICAL DOUBLE TIE -DOWN STRAPS B"MoxWIND ZONES II AND III FLOOR STRUCTURE EDGE STRAP v1sables ANGLE FAR FRAME GROUND ANCHOR gree Min\ STRAP ANCHOR ANGLE GROUND LINE 10 Degree Max �I NEAR FRAME STRAP STABILIZER PLATE DETAIL G (WIND ZONE 1) Single wide Double wide see detal F typica! spacing 24" p4-4 �G\STfR�°••.� 8503593 g ST TE OF r th'.S1QaiAt 5.4.1.1 Number and location of anchors — Select the proper spacing of tie -down straps from Table 5.1 A/B/C or Table 5.2 AIB/C. In Wind Zones II and 111, a vertical sidewall strap is required at each diagonal frame strap. Therefore diagonal frame straps shall be located to coincide with the factory installed vertical straps or brackets. However, do not exceed the spacing in Tables 5.1 or 5.2. Example: Anchors are required within 2 feet of each end of each sidewall. Measurements for the specific location of the ground anchors for the particular home must be taken directly from the home unless an anchor plan is provided with the home. TABLE 5.1A Wind Zone I - Sinale Section Homes Frame Spacing (in) 80 96 99.5 Max. Pier Max. Pier Max. Pier Ht. (in) Ht. (in) Ht. (in) Strap Angle Max. Degrees Max. Beam Tie Spacing ft o.c. Max. Sidewall Ht. (in) 84 90 96 14 NA NA 40 13-2 12-4 11-8 19 NA NA 45 12-1 11-5 10-9 25 15 13 50 11-0 1 0-4 9-10 32 21 18 55 9-10 9-3 8-9 42 28 25 60 8-7 8-1 7-7 54 37 34 65 1 7-3 6-10 6-5 73 51 46 70 1 5-10 5-6 5-2 80 74 1 67 75 4-5 1 4-2 N A 24 17 16 40 13-2 12-4 11-8 31 23 21 45 12-1 11-5 1 0-9 39 30 28 50 11-0 1 0-4 9-10 49 38 35 55 9-10 9-3 8-9 62 49 46 60 8-7 8-1 7-7 80 63 59 65 7-3 6-10 6-5 NA 80 79 70 5-10 5-6 5-2 NA NA 80 75 4-5 4-2 NA 32 26 24 40 13-2 12-4 11-8 41 33 31 45 12-1 11-5 10-9 51 42 40 50 11-0 1 0-4 9-10 64 52 50 55 9-10 9-3 8-9 80 66 63 60 8-7 8-1 7-7 NA 80 1 80 65 7-3 6-10 6-5 43 36 34 40 13-2 12-4 11-8 53 45 43 45 12-1 11-5 1 0-9 65 56 54 50 11-0 10-4 9-10 80 69 67 55 9-10 9-3 8-9 NA 80 80 60 1 8-7 1 8-1 1 7-7 14 wide with 96 -in. frame spacing, 84 -in. sidewall and 30 -in. pier height requires anchors at 11 ft.- 0 -in. maximum and 50 -degree maximum strap angle. 2M.04 FEDERAL MANUFACTURED HOUSING CONSTRUCTIO11 6 SAFETY STANDARDS U1 4�Fv ::111p Fp 'y� I , n Q APR 2 12000 8503593 f STATE OF � Q s 23 �0 /ONAt Pr°�1ly�y,�aseai Page 29 TABLE 5.1B Wind Zone II - Single Section Homes Example 16 wide with 99.5 -in. frame spacing, 90 -in. sidewall and 38 -in. pier height requires anchors at 8 ft.- 9 in. maximum, 20 degree maximum strap angle and attachment to far beam. 2000.04 FEDERAL MANURACTU HOUSING CONSTRUCTI G SAFETY STANDARD NW Frame Spacing (in) Strap Max. Beam Tie Spacing ft o.c. sT GER ,,9 96 99.5 Angle Max. Max. Sidewall Ht. (in) 8503593 a STATE OF a Page 30 Max. Pier Ht. (in Max. Pier Ht. (in) Degrees 84 90 96 B NA NA 45 7-0 6-7 6-3 CD M z NA NA 50 6-4 6-0 5-8 Co _... 12 NA 55 5-8 5-4 NA 29 30 20 9-3 8-9 8-3 rn cBo 41 42 25 8-11 8-5 8-0 Co m 53 54 30 8-7 8-1 7-7 67 68 35 8-1. 7-7 7-2 80 80 40 7-7 7-2 6-9 E NA NA 35 8-1 7-7 7-3 12, NA 40 7-7 7-1 6-9 M Co 17 15 45 7-0 67 6-3 z 23 20 50 6-4 6-0 5-8 u) 29 27 55 5-8 5-4 NA 33 34 20 9-3 8-9 8-3 m E46 47 25 8-11 8-5 8-0 Co 60 61 30 8-7 8-1 7-7 - 76 77 35 8-1 7-7 7-2 im 80 80 40 7-7 7-1 6-9 NA NA 30 8-6 8-1 7-7 M 15 14 35 8-1 7-7 7-2 21 19 40 7-7 7-2 6-9 Co cm 27 25 45 7-0 6-7 6-3 z 34 32 50 6-4 6-0 5-8 1 44 41 1 55 5-8 5-4 1 NA to E 37 38 20 9-3 8-9 8-3 51 52 25 8-11 8-5 8-0 Co 66 67 30 8-7 8-1 7-7 LL 80 80 35 8-1 7-7 7-2 NA NA 25 8-11 8-5 8-0 F 17 16 30 87 8-1 7-7 24 22 35 8-1 7-7 7-2 m 0° 31 29 40 7-7 7-2 6-9 39 37 45 7-0 6-7 6-3 a) rn Z 49 47 50 6-4 6-0 5-8 Co 61 58 55 5-8 5-4 NA °r° E 41 42 20 9-3 8-9 8-3 57 57 25 8-11 8-5 8-0 M 73 74 30 8-7 8-1 7-7 Li 80 80 35 8-1 7-7 7-2 im_. Example 16 wide with 99.5 -in. frame spacing, 90 -in. sidewall and 38 -in. pier height requires anchors at 8 ft.- 9 in. maximum, 20 degree maximum strap angle and attachment to far beam. 2000.04 FEDERAL MANURACTU HOUSING CONSTRUCTI G SAFETY STANDARD NW � % VD R. KE11.44 4 01011 APR 2 12000 sT GER ,,9 23 C1. Q 8503593 a STATE OF a Page 30 ok- �`�1�I°.� N��ANa.oa`�`'sa TABLE 5.1C Wind Zone III - Single Section Homes Example 18 wide with 96 -in. frame spacing, 96 -in. sidewall and 57 -in. pier height requires anchors at 6 ft.- 7 in. maximum, 25 degree maximum strap angle and attachment to far beam. 2000.04 C11HOUSING DERAL CONSTRUCCTUItto ON V G SAFETY STANDARDS 0 APR 2 12000 DC 23 Page 31 MW CD : P�� �F� II► � s o��•sTERF'• yeti 8503593 STATE OF � y I DIN Professional Engineers Seal Frame Spacing (in) Strap Max. Beam Tie Spacing ft o.c. 96 99.5 Angle Max. Max. Sidewall Ht. (in) Max. Pier Ht. (in) Max. Pier Ht. (in) Degrees 84 90 96 m .E 12 NA 55 4-8 4-5 4-2 o d Z m 17 14 1 60 4-1 NA NA 29 30 20 7-8 7-3 6-10 E 41 42 25 7-5 7-0 6-7 i—n m 53 54 30 7-1 6-8 6-4 67 68 35 6-8 6-4 6-0 LL 80 80 40 6-3 5-11 5-7 B 12 NA 40 6-3 5-11 5-7 17 15 45 5-9 5-5 5-2 M M 23 20 50 5-3 4-11 4-8 29 27 55 4-8 4-5 4-2 z S, 38 35 60 4-1 NA NA c 33 34 20 7-8 7-3 6-10 B 46 47 25 7-5 7-0 6-7 m 60 61 30 7-1 6-8 6-4 LL 76 77 35 6-8 6-4 6-0 80 80 40 6-3 5-11 5-7 15 14 35 6-8 6-4 6-0 21 19 40 6-3 5-11 5-7 M M 27 25 45 5-9 5-5 5-2 34 32 50 5-3 4-11 4-8 cm 44 41 55 4-8 4-5 4-2 z 56 53 60 4-1 NA NA F 37 38 20 7-8 7-3 6-10 51 52 25 7-5 7-0 6-7 00 66 67 30 7-1 6-8 6-4 Li 80 80 35 6-8 6-4 6-0 17 16 30 7-1 6-8 6-4 24 22 35 6-8 6-4 6-0 E 31 29 40 6-3 5-11 5-7 v m 39 37 45 5-9 5-5 5-2 49 47 50 5-3 4-11 4-8 Z 61 58 55 4-8 4-5 4-2 rn 76 73 60 4-1 NA NA 00 B 41 42 20 7-8 7-3 6-10 af) 57 57 25 7-5 7-0 6-7 00 73 74 30 7-1 6-8 6-4 M LL 80 80 35 6-8 6-4 6-0 Example 18 wide with 96 -in. frame spacing, 96 -in. sidewall and 57 -in. pier height requires anchors at 6 ft.- 7 in. maximum, 25 degree maximum strap angle and attachment to far beam. 2000.04 C11HOUSING DERAL CONSTRUCCTUItto ON V G SAFETY STANDARDS 0 APR 2 12000 DC 23 Page 31 MW CD : P�� �F� II► � s o��•sTERF'• yeti 8503593 STATE OF � y I DIN Professional Engineers Seal TABLE 5.2A Wind Zone I - Multi -Section Homes 200e.e4 5.4.1.2 Installation of Ground Anchors — Ground anchors must be installed in full conformance with the anchor manufacturer's instructions. Ground anchors for all Wind Zones must have a stabilizer plate at the top of the anchor unless the manufacturer's instructions do not require stabilizer plates for a particular installation of their model. In the latter case, conform to the manufacturer's instructions provided that the required holding capacity is produced. Ground anchors for Wind Zone I may have a single head. Ground anchors for Wind Zone II FEDERAL MANUFACTURED= Ca HOUSING CONSTRUCTION G SAFETY STANDARDS ' 4CD Page 32 AN 2 12000 a and III must have double heads. Install ground anchors vertically with stabilizers as shown in Figure 5.12. All ground anchors shall be embedded below the frost line and be at least 12 inches above the water table. PJ�p R. KE111 td o = 8503593 v ge ST9TEfOF = r �yl•5or�9e,�ND IN �� s Profess one ears Seal Frame Spacing (in) Strap Max. Beam Tie Spacing fto.c. 80 —ITax. 96 99.5 Angle Max. Sidewall Ht. (in) ler Max. Pier Max. Pier Max. Ht. (in) Ht. (in) Ht. (in) Degrees 84 90 96 14 NA NA 40 13-5 12-7 1 1 -1 1 19 NA NA 45 12-4 11-7 11-0 v 25 15 13 50 11-3 10-6 10-0 m m 32 21 18 55 10-0 9-5 8-11 B :3 0 �; 42 28 25 60 8-9 7-9 z 54 37 34 65 7-4 6-6 v N 73 51 46 70 6-0 14-3 5-4 80 74 67 75 4-6 4-0 19 13 NA 40 13-5 12-7 1 1 -1 1 26 18 16 45 12-4 11-7 11-0 Q 3 m 33 24 22 50 1 1-3 10-6 1 0-0 m m 42 31 28 55 10-0 9-5 8-11 a o 54 40 37 60 8-9 8-3 7-9 W Z 69 52 49 65 7-4 6-11 6-6 N 80 70- 66 70 6-0 5-7 5-4 N A 80 80 75 4-6 4-3 4-0 24 17 16 40� 13-5 12-7 1 1 -1 1 31 23 21 45 12-4 11-7 11-0 E 39 30 28 50 11-3 10-6 10-0 m m 49 38 35 55 10-0 9-5 8-11 Z :3m 49 46 60 8-9 8-3 7-9 a 62 Z 80 63 59 65 1 7-4 6-11 6-6 co N NA 80 79 70 6-0 5-7 5-4 NA NA 80 75 4-6 4-3 4-0 v 32 26 24 40 1 3-5 12-7 1 1 -1 1 41 33 31 45 12-4 11-7 11-0 a) M m 51 42 40 50 1 1-3 10-6 1 0-0 B 64 52 50 55 10-0 9-5 8-11 d Z 80 66 63 60 8-9 8-3 7-9 N M NA 80 80 65 7-4 1 6-11 6-6 V 43 36 34 40 13-5 12-7 1 1 -1 1 53 45 43 45 12-4 11-7 11-0 65 56 54 50 1 1-3 10-6 1 0-0 o a 80 69 67 55 10-0 9-5 8-11 Z NA 80 80 60 8-9 8-3 7-9 200e.e4 5.4.1.2 Installation of Ground Anchors — Ground anchors must be installed in full conformance with the anchor manufacturer's instructions. Ground anchors for all Wind Zones must have a stabilizer plate at the top of the anchor unless the manufacturer's instructions do not require stabilizer plates for a particular installation of their model. In the latter case, conform to the manufacturer's instructions provided that the required holding capacity is produced. Ground anchors for Wind Zone I may have a single head. Ground anchors for Wind Zone II FEDERAL MANUFACTURED= Ca HOUSING CONSTRUCTION G SAFETY STANDARDS ' 4CD Page 32 AN 2 12000 a and III must have double heads. Install ground anchors vertically with stabilizers as shown in Figure 5.12. All ground anchors shall be embedded below the frost line and be at least 12 inches above the water table. PJ�p R. KE111 td o = 8503593 v ge ST9TEfOF = r �yl•5or�9e,�ND IN �� s Profess one ears Seal TABLE 5.2B Wind Zone II - Multi -Section Homes Example 28 wide with 96 -in. frame spacing, 84 -in. sidewall and 29 -in. pier height requires anchors at 5 ft.- 9 in. maximum, 55 degree maximum strap angle and attachment to near beam. _ FEDERAL MANUFACTURED Q V Owl CD Q APR 2 12000 Page 33 2M.0. °� 23 Q Frame Spacing (in) Strap Max. Beam Tie Spacing fto.c. 96 99.5 Angle Max. Sidewall Ht. (in) ax. Pier m ax. Pier Max. Ht. (in) Ht. (in) Degrees 84 90 96 io E z m 12 NA 1 55 1 5-9 5-5 NA 29 30 20 9-6 8-11 8-5 41 42 25 9-2 8-7 8-1 0m 53 54 30 8-9 8-3 7-9 67 68 35 8-3 7-9 7-4 N LL 80 80 40 7-8 7-3 6-10 E 12 NA 45 7-1 6-8 6-4 17 15 50 6-6 6-1 5-9 z m 22 20 55 5-9 5-5 NA 32 32 20 9-6 8-11 8-5 E 44 45 25 9-2 8-7 8-1 o CO m 57 58 30 8-9 8-3 7-9 `4 LL 72 73 35 8-3 7-9 7-4 80 80 40 7-8 7-3 6-10 E 12 NA 40 7-8 7-3 6-10 M m 17 15 45 7-2 6-8 6-4 23 20 50 6-6 6-1 5-9 M z 29 27 55 5-9 5-5 NA 33 34 20 9-6 8-11 8-5 p m 46 47 25 9-2 8-7 8-1 N m 60 61 30 8-9 8-3 7-9 76 77 35 8-3 7-9 7-4 M LL 80 80 40 7-8 7-3 6-10 15 14 35 8-3 7-8 7-4 E 21 19 40 7-8 7-3 6-10 27 25 45 7-1 6-8 6-4 34 32 50 6-6 6-1 5-9 0)i a 0 z 44 41 55 5-9 5-5 NA p E 37 38 20 9-6 8-11 8-5 51 52 25 9-2 8-7 8-1 M 4) CO 66 67 30 8-9 8-3 7-9 �o 'L 80 80 35 8-3 7-9 7-4 7 16 30 8-9 8-3 7-9 E 24 22 35 8-3 7-9 7-4 M m 31 29 40 7-8 7-3 6-10 m M 39 37 45 7-1 6-8 6-4 z 49 47 50 6-6 6-1 5-9 0 61 58 1 55 1 5-9 1 5-5 NA 41 42 20 9-6 8-11 8-5 57 57 25 9-2 8-7 8-2 m M 73 74 30 8-9 8-3 7-9 co 'L 80 80 35 8-3 7-9 7-4 Example 28 wide with 96 -in. frame spacing, 84 -in. sidewall and 29 -in. pier height requires anchors at 5 ft.- 9 in. maximum, 55 degree maximum strap angle and attachment to near beam. _ FEDERAL MANUFACTURED Q V Owl CD Q APR 2 12000 Page 33 2M.0. °� 23 Q TABLE 5.2C Wind Zone III -Multi -Section Homes Example Frame Spacing (in) Strap Max. Beam Tie Spacing ft o.c. anchors at 7 ft. -2 in. maximum, 25 degree 96 99.5 Angle M ax. Sidewall Ht. (in) G SAFETY STA ax. Pier ax. r i eer M ax. 2000.00 ` 2'12000 .APR 23 Ht. (in) Ht. (in) Degrees 84 90 96 `mE 12 NA 55 4-9 4-6 4-3 z'm 17. 14 1 60 1 4-2 NA NA 29 30 2.0 7-10 7-5 7-0 41 42 25 7-7 7-2 6-9 O m 53 54 30 7-3 6-10 6-5 67 68 35 6-10 6-5 6-1 NLi 80 80 40 6-5 6-0 5-8 E 12 NA 45 5-11 5-7 5-3 m m 17 15 50 5-4 5-1 4-9 22 20 55 4-10 4-6 4-3 •d z 30 27 60 4-2 NA NA 32 32 20 7-10 7-5 7-0 p m 44 45 25 7-7 7-2 6-9 N m 57 58 30 7-3 6-10 6-5 ii 72 73 35 6-10 6-5 6-1 80 80 40 6-5 6-0 5-8 12 NA 40 6-5 6-0 5-8 E 17 15 45 5-11 5-7 5-3 00 23 20 50 5-4 5-1 4-9 z 29 27 55 4-9 4-6 4-3 38 35 60 4-2 NA NA B 0 33 34 20 7-10 7-5 7-0 Co 46 47 25 7-7 7-2 6-9 CM m 60 61 30 7-3 6-10 6-5 LL 76 77 35 6-10 6-5 6-1 80 80 40 6-5 6-0 5-8 NA NA 30 7-3 6-10 6-5 15 14 35 6-10 6-5 6-1 21 19 40 6-5 6-0 5-8 m 27 25 45- 5-11 5-7 5-3 34 32 50 5-4 5-1 4-9 z 44 41 55 4-9 4-6 4-3 0 1 56 1 53 1 60 1 4-2 1 NA NA E 37 38 20 7-10 7-5 7-0 CM 51 52 25 7-8 7-2 6-9 m M 66 67 30 7-3 6-10 6-5 80 80 35 6-10 6-5 6-1 U. 17 16 30 7-3 6-10 6-5 24 22 35 6-10 6-5 6-1 31 A47 29 40 6-5 6-0 5-8 0° 39 37 45 5-11 5-7• 5-3 z 49 50 5-4 5-1 4-9 d 61 58 55 4-9 4-6 4-3 0 76 1 73 1 60 1 4-2 NA NA E 41 42 20 7-10 7-5 7-0 57 57 25 7-7 7-2 6-9 M 73 74 30 7-3 6-10 6-5 U. 80 80 35 6-10 6-5 6-1 Example 28 wide with 99.5 -in. frame spacing, 90 -in. sidewall and 47 -in. pier height require anchors at 7 ft. -2 in. maximum, 25 degree maximum strap angle and attachment to far beam. FEDERAL MANUFACTURED HOUSING CONSTRUCTION G SAFETY STA O 2000.00 ` 2'12000 .APR 23 C16- 9< Page 34 file 8503593 a STi�TE -OF �'� f e04. eDIF E���J Optional method for stabilization: Instead of a stabilizing plate, ground anchors may be in- stalled vertically with an adequate concrete cy- lindrical "collar' poured around the anchor shaft. 5.4.1.3 Tie -down instructions — The home should be set on its piers and be level before ground anchors are installed. Install ground an- chors and connect the straps to the ground an- chor heads and the home as instructed by the anchor manufacturer and to prevent structural damage to the home. Install diagonal straps from the anchor to either the near or far chassis I-beam as indicated by the tables. For Wind Zone II and III, connect anchors to the vertical factory -installed straps or brackets at the side- walls of the home. Vertical ground straps must be fastened to anchors capable of resisting the total tension of both straps. Protect straps where they pass over sharp comers. See Fig- ure 5.12. Tighten straps to remove slack. After all straps are installed and the slack is removed, lightly tension the straps to assure that the ground anchor shaft is in full contact with the stabilizer. Alternate tightening on opposite sides of the home to avoid disturbing the home set-up. Periodic inspection of the straps is important; it may be necessary to retighten frame and ground straps from time to time. CAUTION: During re -leveling, do not jack the home against tight straps. Page 35 2000.04 5.4.1.4: Longitudinal End Straps - Use swivel brackets (available from anchor equipment manufacturers), where necessary, to prevent angular stress on the longitudinal straps. For Wind Zone I single section homes less than 18 feet wide and multi -section homes less than 32 feet wide, install the side diagonal straps at the end of each section at approximately 45 -degrees as shown in Figure 5.12 Detail G. Install two longitudinal straps at each end of each section of the home for wider homes in Wind Zone I; all homes in Wind Zone II, and homes with maximum 84 inch interior sidewall height in Wind Zone II. Install three longitudinal straps at each end of each section of the home'for all other homes in Wind Zone III. The third strap shall be installed within the parameters set by the anchor manufacturer. Install straps from the end of each frame I-beam to an approved ground anchor. 5.4.2 Elevated homes — Homes with higher piers may require straps connected to the "far chassis beam" as shown in Figure 5.12. Deviations from these guidelines shall be reviewed by a registered engineer and approved by the local authority having jurisdiction over such matters. !FEDERAL MANUFACTURED 90 0 HOUSING CONSTRUCTION 1� G SAFETY STANDARDS APR 2 1 2000 Q °G 23 � 5.4.3 Severe climatic conditions (Also see 4.4.) 5.4.3.1 Freezing Climates — Be sure anchor augers are installed below the frost line. 5.4.3.2 Severe wind zones — The home shall not be installed in an area known to experience severe winds, or in any zone that requires greater wind -resisting capabilities than those for which it was designed (see Data Plate). If a home must be installed in such a zone, seek the advice of a registered professional engineer. Have engineered drawings showing foundation, connection and anchorage details approved by local authorities. 5.4.3.3 Flood -prone areas — The manufacturer does not recommend siting homes in flood -prone areas and will not be responsible for damage if the home is installed in a flood - prone area. Unconventional anchorage and tie - downs often are needed in designing and constructing the special elevated foundations that may be required in flood -prone areas. Consult a registered professional engineer. 5.5 Skirting — Skirting, if used, shall be of durable materials suitable for exterior exposures. Skirting shall be recessed under the siding or trim and must not be attached in a manner that could cause water to be trapped between the siding or trim and the skirting. Skirting made from wood or wood products, including all wood siding, shall be pressure treated to prevent decay and termite infestations if it will be used within 6 inches of the ground. NOTICE Moisture can damage the home. Ventilation of the crawl space must be provided. A minimum of one square foot of net free ventilation area for every 150 square feet of the home's floor area shall be provided for the crawl space. (Note: Typically net free area is about 70% of the gross area. of a vent.] Ventilation openings shall be placed at or near each comer of the home and as high as practical. Openings shall be located to provide cross -ventilation on at least two opposite sides. Where an acceptable ground vapor retarder is installed (see 3.5.1) and one ventilation opening is within 3 feet of each comer of the home, the total area of ventilation openings may be reduced to one square foot for every 300 square feet of the home's floor area. Access opening(s) not less than 18 inches in any dimension and not less than three square feet in area shall be provided 2000.04 and shall be located so that any water supply and sewer drain connections located under the home are accessible for inspections. Dryer vents, air conditioning condensation drains, and combustion air inlets must pass through the skirting to the outside. 6 — Installation of optional features 6.1 Hinged roofs — If the home has an optional hinged roof or eaves, see Figure 6.1A & B. Some hinged roof homes have fuel fired heating appliances located under the hinged portion of the roof, which require installation and inspection at the site prior to occupancy. WARNINGI Fuel fired heating appliance vents that pass through the hinged roof must be completed and professionally inspected at the site prior to energizing the appliance or occupying the home. FAILURE TO COMPLY WITH THIS SAFETY PRECAUTION MAY RESULT IN SERIOUS INJURY OR DEATH. Venting systems must be installed in confor- mance with the appliance manufacturer's instructions and any special instructions supplied with the home. 6.2 Garden and bay windows — If the home was supplied with an optional garden or bay window, follow the window manufacturer's installation instructions. 6.3 Awnings and carports — Choose freestanding products with columns to support their weight. 6.4 Installation of on-site attached structures — Any structures, devices, accessories, etc. added by others are not the responsibility of the home's manufacturer. Examples are awnings, carports, garages, decorative trims on flue pipe extension, etc. Design all attached buildings and structures to support all of their own dead, live and wind loads, and to have fire separation as required by state or local ordinances. Page 36 6.4.1 Garages and carports — A garage or carport must be installed according to the manufacturer's instructions and to all applicable local codes. The garage or carport must be supported independently of the factory -built portion of the home. Electrical circuits in garages shall be provided with ground fault interruption. 6.4.2 Porches — Site -constructed porches must be constructed and inspected according to the applicable local building Qq* ^L MANUFACTUREDQ Q HOUSING CONSTRUCTION b SAFETY STANDARDS V.1 MW APR 21 2000 oc 0. 6.4.3 Steps, stairways and landings — Steps, stairways and landings must be constructed and inspected according to the applicable local building codes. 6.5 Accessory windows — Install accessory windows or components with the installation materials supplied, and follow the manufacturer's installation instructions. 6.6 Miscellaneous lights and fixtures — Some exterior lights, ceiling fans and chain -hung fixtures may not yet be installed when the home is delivered. All of these fixtures must be grounded by a fixture -grounding screw or wire. For chain -hung fixtures, use both methods. When fixtures are mounted on combustible surfaces such as hardboard, install a noncombustible ring to completely cover the combustible surface exposed between the fixture canopy and the wiring outlet box. If siding has not been installed at an exterior fixture location, remove the outlet box and install the exterior siding with a hole for the outlet box. Then, reinstall the outlet box and proceed as for other fixtures. 6.6.1 Exterior lights — Remove any junction box covers and make wire -to -wire connections using wire nuts. Connect the wires as follows: Black to black, white to white, and ground to ground. Push the wires into the box and secure the light fixture to the junction box. Caulk around the base of the light fixture to ensure a watertight seal to the sidewall. Install the light bulb and attach the globe. Refer to Figure 6.2. 2000.04 6.6.2 Ceiling fans — To reduce the risk of injury, install ceiling fans with the lowest edges of the blades at least 76 inches above the floor. Follow the manufacturer's instructions. If no instructions are available, connect the wiring as shown in Figure 6.3. 6.7 Optional panels, siding and molding — If the home came equipped with optional panels, siding or molding, refer to any special installation procedures provided with the materials. 6.8 Exterior coverings — Install exterior coverings (e.g. stucco, metal, vinyl, plywood, or hardboard exterior siding, etc. and shingled or tiled roofs, etc.) according to the material manufacturer's instructions. Do not cover the HUD label when applying any field exterior covering. 6.9 Telephone and cable television The walls and floors of the manufactured home contain electrical circuits, plumbing and ductwork. Avoid contact with these home systems when drilling through and placing cables within these cavities. Only trained professionals shall perform such work. Figure 6.4 shows one procedure for telephone crossover connection in multi - section homes. WARNINGI Careless installation of telephone and cable television lines can cause exposure to live electrical circuits. EXPOSURE TO LIVE ELECTRICAL CIRCUITS MAY CAUSE SEVERE SHOCK OR POSSIBLE ELECTROCUTION. Disconnect electrical power to home before proceeding 6.10 Continuous ridge vent— See Figure 6.5. FIGURE 6.1A V Page 37 CD APR 2 12000 Q Q. � 23 � Q HINGED ROOF L T&BEAM UPLIFT STRAP KNEEWALL MAY BE STORED 2-10 dJALS AT KNEEWALL 91 ROOF CAVITY EACH NTEASECTIO M RAL KING POST 8 -STAPLES (WHERE OUIRED OR 2X4 RAL(. L RAISE ROOF INTO POSITION 2. INSTALL KNEEWALL- FASTEN KNEEWALL 3. FASTEN END OF UPLIFT STRAP TO TO KING POST AND TOP CHORD WITH BEAM OR BEAM RAL WITH 0.18 GA. 4. INSTALL AT EACH END OF ROOF A 1X4 2-10 MALS AT EACH INTERSECTION. X 7/18' X 1 1/2' STAPLES OR DIAGONAL WIND BRACE WITH 2-BdNALS 5-6d(O.099 cb) NAILS AT EACH UP -RIGHT. 3/8 EXTERIOR S. TOP CHORD AND KING POST SHALL SHEATHING MAY BE USED IN PLACE OF ALINE WITHIN 11/2' OF KNEEWALL FEDERAL MANUFACTURED I= THE 1X4 DIAGONAL WIND BRACE UPRIGHTS. awft 14ni Ir.1m . PAA1cTRl ICTIMN • . a V Page 37 CD APR 2 12000 Q Q. � 23 � Q FIGURE 6.1 13 DETAIL A DETAIL B 2000.04 DETAIL C Wedge attached to truss top chord and web with 7/18'x2 -1/2'x15 ga. staples at a, o.c. Top chord Web Shingle and Carefully lift Qack) Wood roof Top rail Field Splice to full up -right position, 12' 20 spf then swing down end attached to ane side of tn,ss with tsl Hinge plate 7/16'x2-V2'xt5 ga shown in detail B. When staples staggered each end all verticals are scabbed, for equal) remove jacks. FEDERAL MANUFAGTUfsev fVoO 0 HOUSING CONSTRUCTION LU & SAFETY STANDARDS ' Ca APR 2 12000 113- 23 Q 1. Carefully lift Qack) complete hinged roof up to full up -right position, then swing down end vertical and scab as shown in detail B. When all verticals are scabbed, remove jacks. 2. Attach roof sheathing to 2 x 4 blocks as shown in detail A and add the missing 1 or 2 rows of shingles per manufac- turer's specifications. 3. Install comer braces as shown in detail D. 4. Install end wall fill wedges as shown in detail C and sheath to match end of house. 5. From this point on, the connections are the same as a typical double sec- tion. 6. Furnace/fireplace/ wood burning stove/ water heater vent stacks must be sized (for length) and installed per manufac- turer installation instruc- tions included in home. 7. Plumbing vent pipes must extend through the roof. DETAIL D Page 38 DETAIL 6.2A Paddle Fan Installation Note- Applicable to U.L. Listed paddle fan with a swivel type mounting bracket. DETAIL 6.2113 Installation of Chain Hung Fixture or Fan Disconnect Circuit Before Installation Ground wire III Color coded wires Ground strap Wire nut o Ceiling Ceiling box Chain — Mounting screw DETAIL 6.3 Supply wire coiled and secured for shipment Ceiling board I Notch beam at hole if necessary for wire chase �\. ` C Supply wire inserted in field through side knockout of box Electrical box (see Note •1) WARNING-. Live.electr'rcal wires:. Before installing'a.paddle.fan........... make .$ure. tha4 afie.breaker• to .4he. fieri circuit is off.. Double wide ridge beam 2x6' center beam - Shipped loose for field installation or fan bezel Hole for box cut through 2x6' (may be cut in plant or in field) Secure box to ridge beam with 12) @8x2-1/2' wood screws Ifield installed) Secure box to 2x6' center beam with 14) •6x1' wood screws (field installed) 1. Remove the Ian manufacturer's installation instructions from the package and determine the method of fan attachment to the beam. 2. If the center beam (shipped loose) does not contain a precut hole for the electrical box, cut a hole approximately 1/4' larger than the box diameter, centered in the width of the beam. Center line of hole shall align with location of supply wire through ceiling. 3. Install the box in the hole and secure flange to the center beam with (4) 860 screws. 4. Insert the ceiling wire through a knockout hole in the side of the electrical box. It may be necessary to cut a notch in the side of the center beam to allow the supply wire to be inserted in the electrical box without binding against center beam during installation. Leave approximately 4' of wire free in the box. 5. Secure the center beam in place over the center line joint. Be sure that the fan supply wire is not pinched or penetrated with fasteners. 6. Secure electrical box to ridge beam with .8x2-1/2' wood screws through the two holes in the top of the box. 7. Strip about 3/4' of insulation from the white and black conductor ends. 8. Position the non-combustible flash ring (provided) over the electrical box so that the finished surface around the electrical box which is to be covered by fan canopy is not exposed. 9. Follow the manufacturer's installation instructions for mounting the fan assembly to the box and for electrical wiring of the fan. Use provided electrical connectors for splicing wire. Be certain that fan is grounded as specified in manufacturer's instructions and that wires are connected properly (white wire to white wire and black wire to black wire). CD HOUSING CONSTRUCTION Q C.3 Cr SAFETY STANDARDS "W Page 39 � APR 2 1 2000 � =.04 Q � 23 Q 2000.04 DETAIL 6.4 Phone Cable Crossover for Multi -Section Homes it Notes. 1. Connect blue to blue, red to red, yellow to yellow, and green to green. 2. Do not strip the individual wires. 3. Insert the same color wires into the connector, then using channel lock pliers, press the round portion to make the connection. [� DETAIL 6.5A Continuous Ridge. Vent Fasten ridge rail together with 3/8'x5' lag staggered from section to section for the E (Screws must be located at ridge blocking.) Install screws at 45 degree angle star 3' from the end and 2-1/2' from center of double section. (Flush heads with roof sheathing.) Ridgy Ridge blocking 4 cond. 24 ga.l Phone cable Bottom Red UR Scotch Lock Connector (Typical) rouge ran FEDERAL MANUFACTURED Q HOUSING CONSTRUCTION & SAFETY STANDARDS ' Page 40 Q APR 2 1 2000 4 23 Q DETAIL 6.513 Ridge Vent Installation Instructions Figure 1 Ridge vent may be cut Center each ridge vent section over slot in roof. to any length desired Mark edge of ridge vent on roof on both sides at each end. Maintain vent dimensions during installation Figure 2 Insert 'connect -or -seal' into end of ridge vent. Model 0656 'connect -or -seal' to be used at each end and as many connections as required. Figure 3 Roof Sheathing Rafters Apply shingle cap same as std. double section roof connection. Locate ends of ridge vent 1' min. from edge of roof. Shingle to Opening / Gabe to Overhang Figure 4 Nail 2 places on sealed end of ridge vent. Nail Tape Seal loosely until opposite end is sealed or adjoining vent is connected. Do not allow vent to 'spread Locate Vent on open' when nailing in place. Marked Line from 1' Shingle Fig. 1 Nail Typ. Figure 5 To make ridge vent connection, insert 'connect -or -seal' approximately halfway into existing ridge vent. Insert by hand 2 nails into top of 'connect -or -seal' to ���✓�' hold in place while an additional section is being added. i ✓ For all subsequent connection, repeat instructions. �� Nailed loosely from Fig. 4. Figure 6 Remove nails from Fig. 5 and butt ridge vent tightly together and seal joint with caulking. Nail at End of Both Ridge Vent Insert final 'connect -or -seal' in remaining . • Sections. open end before nailing down completely with 1' shingle nails. Z0M.04 FEDERAL MANUFACTURED Q Q HOUSING CONSTRUCTION W 6 SAFETY STANDARDS ' V C> Pae 41 APR 2 12000 9 23 � Q 7- Preparation of appliances 7.1 Heating appliance - Not all homes contain a factory -installed heating appliance: Those homes that have been designed to accept a remote forced air - heating appliance must have a remote forced air - heating appliance installed to assure that the home remains in conformance with the HUD "Manufactured Home Construction and Safety Standards." If built to accept a remote forced air heating system, in addition to the foundation and tie -down requirements, the home must have the following installed: ` 1. The appropriate forced air -heating appliance. 2. All utility connections to the home. 3. The connecting ductwork. The cold air return duct must be connected to the factory installed cold air duct connection. 4. The thermostat for the forced air -heating appliance must contain an operating fan switch. 7.2 Clothes dryer vent — The clothes dryer must exhaust outside the exterior of the home or outside any perimeter foundation or skirting installed around it, through a moisture -lint exhaust system, as shown in WARNINGI Termination of the dryer exhaust underneath the home can cause condensation and moisture damage to the home. Lint and dust accumulation can ignite, causing a fire. A FIRE MAY RESULT IN SERIOUS INJURY OR DEATH. Periodically check for and remove accumu- lated lint and dust. EXTERIOR SIDING SIDEWALL----t I I WASHER I I DRYER Figure 7.1. Do not let the exhaust system terminate under the home where excess moisture or flammable material can accumulate. Install a metal duct after the home is set up at the site. Hold the duct in place with metal straps spaced 2 feet on centers secured to the bottom of the floor joists or frame. Vent openings are located in either the wall or the floor. After the duct is installed, seal the openings, inside and outside, with approved duct tape or equivalent. Follow the dryer manufacturers instructions for installing the exhaust system. If the home did not come equipped with a gas dryer, remember that installing one requires substantial alteration to the home. Gas supply piping and adequate venting must be provided as specified by the gas dryer manufacturer. Only a trained and experienced person shall install a gas dryer. Cutting major structural elements (such as rafters or floor joists) to allow for a gas dryer installation is not permissible. 7.3 Comfort cooling systems — Only qualified personnel may install any comfort cooling system not provided with the home. Follow the manufacturer's installation instructions and conform to all local codes. 7.3.1 Air conditioners — The air distribution system of this home has been designed for a central air conditioning system. Equipment installed must not exceed the rating shown on the home's compliance certificate. The manufacturer does not recommend installing window air conditioning units. The home's electrical distribution panel may contain optional factory -installed circuits for air conditioning. The maximum full load ampere draw for the desired air conditioning unit must not exceed the circuit rating shown. Electrical circuits within the home may not have been sized for the additional load of non -factory - installed air conditioning, and a separate outside electrical supply may have to be provided. FIGURE 7.1 CLOTHES DRYER EXHAUST MOOD -� _ � HOOD TO BE INSTALLI OUTSIDE OF SKIRT11NG. DRYER EXHAUST THROUGH SIDEWALL (FRONT VIEW) CAUTION. INSTALLATION OF THE EXHAUST SYSTEM MUST BE IN ACCORDANCE WITH THE DRYER MANUFACTURER'S INSTRUCTIONS. Page 42 2000.04 DRYER EXHAUST THROUGHT 167TOM'COVERIN (FRO VIEW( "RAL OAA04L CAUTION, THIS EXHAUST SYSTEM MUST NOTQ "USING CONSG SAFETY ST/ TERMINATE UNDER THE HOME. / -k APR 2 1 2000 Q 23 Any field -installed wiring beyond the junction box must include a fused disconnect located within sight of the condensing unit. The maximum fuse size is marked on the condenser data plate. Local codes will determine the acceptability of the air conditioning equipment, rating, location of disconnect means, fuse -type branch circuit protection, and connections to the equipment. "A -coil" air conditioning units must be compatible and listed for use with the furnace in the home. Follow the air conditioner manufacturer's installation instructions. If a remote (self-contained) air conditioner (cooling coil and blower are located outside the home, see Figure 7.2) is to be connected to the heating supply duct, install an automatic damper between the furnace and the home's air duct system, and another between the remote unit and the home's air duct system. Secure the duct system leading from the remote unit to the home, and do not allow it to touch the ground. Insulate ducts with material of thermal resistance (R) not less than 4, and a perm rating of not more than 1 perm. Connect the duct carrying air to the home to the main duct at a point where there are approximately as many registers forward of the connection as there are to the rear. Locate the return air duct in the center of the home. Check to be sure that a rigid base has been pro- vided to evenly distribute the coolers weight over several rafters. Tightly seal all roof penetrations and the boot connecting the cooler to the roof/ceiling opening to prevent leakage of water into and cool air out of the home. Connect the cooler to an external water supply and attach an overflow hose to its accumulation pan to route overflow water away from the home. Do not attach guy wires to roof vents, flues or other items protruding from the roof. To eliminate potential leaks, route guys wires over the side of the home and attach them to the roof rafter edge rails rather than the roof itself. Seal all fastener penetrations. FIGURE 7.2 REMOTE AIR COOLING OR HEATING EQUIPMENT DUCT ABI COOLING OR HEATING EOUPMEN1 SINGLE - SECTION FLEXIBLE DUCT SHALL NOT BE IN CONTACT WITH AIR COOLINGTHE GROUND OR HEATING EQUIPMENT DUCT DUCT I MULTI . SECTION Do not cut or damage floor joists. Return air and supply ducts are sized to fit between the floor joists. Replace insulation removed during the installation, and seal the bottom covering around the duct connections. Direct all condensation runoff away from the home by connecting a hose to the equipment runoff outlet or by other means specified by the equipment manufacturer. 7.3.2 Heat' Pumps — Install heat pumps according to the heat pump manufacturer's instructions. 7.3.3 Evaporative Coolers — Install a roof - mounted cooler following the evaporative cooler manufacturer's instructions. In the absence of instructions, proceed as follows: Using wire nuts, connect the wires from the roof - mounted junction box as shown in Figure 7.3, and replace the cover on the box. FIGURE 7.3 Roof Mounted Junction Box 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7.4 Chimneys and air inlets — Fireplaces, wood stoves and some gas water heaters require on-site installation of combustion air inlets. Fireplaces and wood stoves require on-site installation of additional section(s) of approved, listed chimney pipe, spark arrestor and rain cap assembly (see 7.4). Page 43 2000.04 FEDERAL MANUFACTURED Q Q HOUSING CONSTRUCTION (� 6 SAFETY STANDARDS V Q APR 2 12000 Q IlZ °c 23 S< 7.4.1 Minimum extensions above the roof — To assure sufficient draft for proper operation, extend the finished chimney at least 3 feet above the highest point where it penetrates the roof and at least 2 feet higher than any building or other obstruction located within a horizontal distance of 10 feet. If the site has obstructions within 10 feet of the chimney, the installer may have to provide an additional section of chimney pipe. 7.4.2 Assembly and sealing sequence — WARNINGI Chimneys and hearths that are incomplete could cause a fire if they are used prior to completion. A FIRE MAY RESULT IN SERIOUS INJURY OR DEATH. The chimney, combustion air ducts and hearth must be installed before the fireplace is used; FIGURE 7.4 3 -FOOT MINIMUM ATTIC CEILING COLLAR SUPPORT BOX ABOVE SNOW LEVEL OVER BASEMENT OR CRAWL SPACE INSTALLATION 2000.04 Remove the protective materials covering the roof flashing and any foreign material from the installed part of the chimney. All parts required for a typical installation and. instructions for their installation are provided with the home. When a fireplace is factory -installed such that the firebox is in one section of a multi -section home and the hearth in the adjacent section, the hearth cannot be factory -installed. Therefore, the hearth must be shipped with the unit and field installed in strict compliance with the fireplace manufacturer's in- stallation instructions 7.4.3 Combustion air duct inlets — Combustion air-intake ducts end just below the bottom covering of the floor. They must be extended to the outside when the home has a basement or crawl space. These added ducts are not supplied, but they may be purchased at the local hardware store. The fireplace manufacturer's instructions for installing combustion air ducts are placed in the fire- place/stove or with the chimney parts. Do not allow the combustion air inlet to drop material from the hearth beneath the home. Locate the inlet damper above the expected snow level, as shown in Figure 7.4. 7.5 Range, cook -top and oven venting — If the home is equipped with a combination range, cook-top/grill or oven that contains its own exhaust system, route the exhaust so that it does not exit under the home. Connect metallic duct between the elbow protruding from the floor and the termination fitting, and support it according to the manufacturer's installation instructions. 8 — Utility system connection and testing 8.1 Proper procedure — Consult the local authority before connecting any utilities. Only qualified installers, familiar with local codes and licensed where required, shall make utility connections and conduct tests. 8.2 Water supply Page 44 8.2.1 Maximum supply pressure — The water system for the home was designed for a maximum inlet pressure of 80 pounds per square inch. If the home is located in a water district where the local water supply pressure exceeds 80 pounds per square inch, install a pressure -reducing valve. 8.2.2 Connection procedures 8.2.2.1 To supply main — Connect the home's water system to the water source through the inlet located under the home, usually below the water heater compartment. A tag on the side of the home marks its location. FEDERAL MANUFACTURED Q HOUSING CONSTRUCTION UJ b SAFETY STANDARDS y U APR 2 1 2000 8.2.2.2 Mandatory Shut-off valve — An accessible full -flow shut-off valve (gate or ball valve) must be installed between the water supply and the inlet, as shown in Figure 8.1. 8.2.2.3 Crossovers — Multi -section homes with plumbing in both sections require crossover con- nections, as shown in Figure 8.2. Remove the shipping caps from the water lines and install the crossover connectors provided with the home. FIGURE 8.1 MASTER WATER SHUT-OFF TYPICAL HOSE B® I I ADDAT INSTALLATION )NOT SUPPLIED BY HOME MANUFACTURER) -POLYBUTYLENE, COPPER OR GALVANIZED PIPE SERVICE CONNECTION (NOT SUPPLIED BY HOME MANUFACTURER) NOTE - THE MAIN SHUT-OFF VALVE IS NOT SUPPLIED BY THE MANUFACTURER. BUT MUST BE INSTALLED ON THE SYSTEM TO COMPLY WITH THE FEDERAL CONSTRUCTION AND SAFETY STANDARDS. 8.2.3 Freezing protection 8.2.3.1 Necessity — In areas subject to freezing temperatures, protect exposed sections of water supply piping, shut-off valves, pressure reducers, and pipes in a water heater compartments with a non -insulated door. Otherwise, burst pipes and costly damage may result. UVA N INCT Improperly designed or installed heat tapes can cause a fire. A FIRE MAY RESULT IN SERIOUS INJURY OR DEATH. Use only heat tapes listed by a nationally recognized testing laboratory for use with manufactured homes, and install them only in accordance with the manufacturer's instructions. Page 45 2000.04 8.2.3.2 Use of heat tape — Heat tapes (either automatic or non -automatic) can protect exposed plumbing from freezing. Plug the 3 -wire, grounded cord set of the heat tape into the outlet located under the home near the water supply inlet. 8.2.3.2.1 Automatic heat tape — This tape (with a thermostat) is approved for installation on all types of water pipe, including plastic. According to the manufacturer's instructions, secure it to the pipe, insulate it, and weather- proof it. 8.2.3.2.2 Non -automatic heat tape — This tape (without a thermostat) may not be ap- proved for plastic pipe unless it is left exposed, with no outer wrap of insulation. Installation is otherwise the same as with the automatic heat tape. 8.2.3.3 Freezing protection for unoccupied homes — If the home is to be left unheated in cold weather tum off the water heater, and then drain the water lines and blow them clear with compressed air to prevent damage from freezing. FIGURE 8.2 TYPICAL WATER LINE CROSSOVER MATING LINE INSPECTION COVERS SO CONNECTION CAN BE MADE AND INSULATED AFTER SECTIONS ARE SET UP AND BLOCKED. CAUTION, IF FREEZING CONDITIONS EXIST, WRAP WATER CONNECTOR WITH INSULATION. USE WATER CONNECTORS SUPPLIED BY MANUFACTURER WHERE APPLICABLE. FEDERAL MANUFACTURED Q HOUSING CONSTRUCTION & SAFETY STANDARDS > 4 APR 2 12000 cc 'Q Ia. Q 23 8.2.4 Test procedure — Even though the water system was tested at the factory, it must be rechecked for leaks at the installation site. Close all water faucets, spigots and toilet -tank float valves, and use one of the following procedures: 8.2.4.1 'Hydrostatic — Be sure the water heater tank is full of water. Pressurize the system with water at 100 psi, and then isolate it from the pressure source. The system must hold this pressure for at least 15 minutes without any loss. If the pressure falls off, locate and correct any leaks and then retest the system. 8.2.4.2 Pneumatic = CAUTION: ff this procedure is used, the hot water tank must be bypassed by hooking its cold inlet and hot outlet lines' together. This method will protect the hot water tank from damage and protect those involved in the test from possible injury. Connect an air pump and pressure gauge to the water inlet and pressurize the system to 100 psi. Isolate the pressure source from the system. The gauge must stand for at least 15 minutes with no drop in pressure. If there is a drop in pressure, locate any leaks by applying soapy water to the connections and looking for bubbles. Correct any leaks indicated by the bubbles, repeating the procedure until all have been eliminated. Reconnect the water heater and the water supply. 8.2.4.3 Use only hydrostatic test on CP VC systems. 8.3 Drainage System 8.3.1 Assembly and support — Because of the remoteness of the plumbing fixtures or to protect the drainage system from over the road damage it is sometimes necessary to assemble any under - the -floor piping on site after the home has been set on its foundation and the tie -down operation is complete. If portions of the drainage system were not installed at the factory, all materials and diagrams required to complete it have been shipped as loose items in the home. The completion of the drain, vent and waste systems shall be done by personnel who have been properly trained in the plumbing trade and the solvent welding of ABS pipe. The following steps, if done in the order shown, will result in a completed system that will perform as designed. Start at the most remote end and work toward the outlet, supporting the piping with 20W.04 temporary blocking to achieve the proper slope (see 8.3.2). Assemble the complete system as shown on the diagram without using any solvent cement. At this point check all of the following: 1. Check that all fittings are in proper alignment. 2. Check that all pipes have been cut square and have been deburred. 3. Check that all piping is supported at 4 feet or less with a slope between 1/8 inch and % inch per foot. 8.3.2 Proper slopes and connector sizes — Drain lines must slope at least 1/4 inch fall per foot of run unless otherwise noted on the schematic diagram (see Figure 8.3). Exception: 1/8 -inch fall per foot is allowed when a clean out is installed at the upper end of the run. Connect the main drain line to the site sewer hookup using an approved coupler (see Figure 8.4). When the entire system has been completed, install permanent drain line supports at 4 feet on center, as shown in Figure 8.4. Hangers may be secured to any frame member, or to the wood floor joists that can be located just above the bottom covering material. 8.3.3 Solvent welding procedures — The solvent cement used to assemble the drain lines must be compatible with the pipe installed in the home. Follow the manufacturers instructions on the container and complete the permanent connection of all pipe and fittings, again starting at the most remote fixture. 8.3.4 Crossovers — Connect multi -section home drainage line crossovers that have been plant installed as shown in Figure 8.3. FLOOR FIGURE 8.3 SUPPORT STRAPS AT a FT O.C. AUX FLOOR B A C *NOTE, ARROW SNOWS SLOPE UI ABS COUPLING DIRECTION OF FLOW. MN SLOPE REOUSiED LL(B)ABSCDNNECTIOMPPE IS U/ INCH PER FOOT. ICI APPROVED CouPIER FEDERAL MANUFACTURED Q C) HOUSING CONSTRUCTION C.1) b SAFETY STANDARDS ' Page 46Q APR 2 12000 23 Q FIGURE 8.4 FLOOR EXAMPLE OF CONNECTING PIPE AND FITTINGS (NOT SUPPLIED BY THE MANUFACTURER): --lI ' SUPPORT STRAP AT A MAXIMUM OF 4 FOOT ON CENTER CAP AND CHAIN APPROVED COUPLER . NOTE - SITE SEWER HOOK UP ARROW SHOWS SLOPE DIRECTION OF FLOW. MIN. REQUIRED SLOPE IS 1/4 INCH PER FOOT. (2) 18d Nails Min. 2x3 Lumber (2) 16d Nails 121 18d Nails into Floor Joist Into Floor Joist (2) Staples, or Screws each Side Drain Poe / Galy. or Alum Strip Min. 2x3 Lumber 18d Nails �j Galy. or Alum Strip --Min. 1x3 Lumber I II / Min. 20 Lumber (2) 18 Go - 7/18'x 2' \ (2) Staples each Side Staples each end/ Gely. or Alum. Strip P Lumber) or (2) 18d Nails Drain Pipe 8.3.5 Protection from freezing — The floor insulation provides freeze protection for fittings in the floor. If this insulation is removed during assembly or testing, replace it. If the home is to be left unheated in cold weather, pour approved antifreeze into P -traps at all fixtures and toilets. Fittings and piping outside the floor insulation may need insulation in cold climates. 8.3.6 Test procedure — Even though the drain- age system was tested at the factory, it must be rechecked for leaks at the installation site after all on-site connections have been completed. Plug all fixtures, sinks, showers, and tubs, and fill with water. Release the water in each fixture simultane- ously to obtain the maximum possible flow in the drain piping. Check all P -traps and the drain system for possible leaks. Repair any leaks and retest. U410 I= HOUSING CONSTRUCT CN W 6 SAFETY STANDARDS .' d 10 APR 2 1 2000 Q p_ Page 47 20ee.04 °C 23 Q 8.4 Gas supply WARNINGI Improperly connected or modified fuel gas systems can cause fire or explosion. A FIRE OR EXPLOSION MAY RESULT IN SERIOUS INJURY OR DEATH. Qualified personnel must make all connections to and alterations of fuel gas systems, including installation of appliances. 8.4.1 Type of gas system furnished with home — All gas appliances in this home, includ- ing the heating system, are equipped for natural gas. If LP gas is to be used as the gas supply instead, a qualified service person must convert the appliances to LP gas following the instruc- tions provided by each appliance manufacturer. 8.4.2 Proper supply pressure — The gas piping system in the home has been de- signed for a pressure not to exceed 14 inches of water column (or 112 PSI). K gas from any supply source exceeds, or may ex- ceed this pressure, a pressure -reducing valve must be installed. To operate gas appli- ances safely and efficiently, do not exceed the designed pressure limitations. For natural gas systems, the incoming gas pressure shall re- main between 6 inches and 8 inches of water column. For LPG systems, the pressure shall be between 12 inches and 14 inches of water col- umn. FIGURE 8.5 TYPICAL GAS CROSSOVER DETAIL CROSSOVER SAME SIZE AS MAIN UNIT PIPE FLOW CROSSOVER SHALL BE OUICK LISTED FOR EXTERIOR USE ]7 LISTED DISCONNECT GAS CONNECTORS SUPPLIED REMOVE DUST CAPS BY MANUFACTURER WHERE BEFORE CONNECTING APPLICABLE 8.4.3 Orifice for specific gases — Special orifices and regulators are required for each kind of gas and for altitudes above 3,000 feet. See the instructions accompanying each gas- buming appliance for modification instructions. Before making any connections to the site supply, check the inlet orifices of all gas appli- ances to ensure they are correctly set up for the type of gas to be supplied. 8.4.4 Crossovers — Before performing any system tests or connecting the system to the gas supply, install the gas line crossover in multi -section homes as shown in Figure 8.5. All crossovers and fittings must be listed for manufactured housing exterior use and be the same size as the main unit pipe. Do not use tools to connect or remove the quick disconnect connector. 8.4.5 Test procedure Even though the gas system was tested at the factory, it is essential that it be rechecked for leaks at the site. Do not apply pressures in excess of those specified below, or the gas valves and/or pressure regulators may be damaged. Conduct one of the following two tests when the air and piping temperatures are nearly equal and will remain stable. 8.4.5.1 Piping Only Test — Close all appliance shut-off valves.. Attach a pressure gauge calibrated in ounces to the home's gas inlet. Pressurize the system with air to at least 3 psi (48 oz.). Isolate the pressure source from the system. The gauge must stand for at least 10 minutes with no drop in pressure. If any pressure loss occurs, check all joints in the piping system and at all shut-off valves with soapy water or a bubble solution until the leaks are located. Repair the leaks and retest until the pressure holds. 8.4.5.2 Test of entire system — Close all gas equipment controls and pilot light valves according to the individual gas equipment manufacturer's instructions. Assure that gas shut-off valves for all gas equipment are in the OPEN position. Attach a pressure gauge calibrated in ounces to the home's gas inlet. Pressurize the system with air to at least 6 oz. Check all gas shut-off valves and flex -line connections to valves and appliances for leaks using soapy water or a bubble solution. Do not bubble -check brass fittings with solutions containing ammonia. Repair any leaks found and retest. Close all equipment shut-off valves upon completion of the testing. 8.4.6 Connection procedures — Inspect gas appliance vents to ensure they have been connected to the appliance, and make sure that roof jacks are installed and have not come loose during transit. Have the gas system connected to the gas supply only by an authorized representative of the Gas Company. 8.4.7 Gas appliance start-up procedures — One at a time, open each equipment shut-off valve, light pilots and adjust burners according to each appliance manufacturer's instructions. Make sure the water heater is filled with water before lighting its 'pilot Check the operation of the furnace and water heater thermostats, and set them to the desired temperatures. 8.5 Heating oil systems — Homes equipped with oil - burning furnaces must have their oil supply tank and piping installed on site. The manufacturer does not supply these items. Consult the oil furnace manufacturer's instructions for proper pipe sizing and installation procedures. All oil storage tank and piping installations must meet all applicable local regulations and shall be made only by experienced, qualified personnel. Page 48 2000.04 8.5.1 Tank installation requirements — Unless the home is installed in a community with a centralized oil distribution system, an oil storage tank must be installed outside the home. Locate the tank where it is accessible for service and supply, and safe from fire and other hazards. 8.5.1.1 Vaporizing (gravity -feed) furnaces — Install oil tanks that feed vaporizing -type oil furnaces so that oil flows freely by gravity. To achieve efficient gravity flow, install the tank so that its bottom is at least 8 inches above the level of the furnace's oil control and its top is within 8 feet of the oil control level. 8.5.1.2 Gun (pump -fed) furnaces — Since the furnace includes a fuel pump, the tank may be installed above or below ground. For tanks installed below ground, do not. exceed the lifting capacity of the pump, extend the filler neck 1 foot above grade and provide a 1-1/4 inch diameter minimum vent pipe extending at least 2 feet above grade. 8.5.1.3 Sloping and draining requirements — Regardless of the type of oil furnace or the tank location, install the tank to provide a gradual slope toward the fill end or drain plug (if so' equipped). This facilitates the pumping or draining of water or sludge. FEDERAL MANUFACTURED Q CD HOUSING CONSTRUCTION b SAFETY STANDARDSCD W APR 2 1 2000 Q a 23 Q 8.5.2 Shut-off valve and fuel line filter —Install an accessible and approved manually operated shut-off valve at the oil tank outlet. Installing a suitable filter in the fuel line near the tank to trap dirt and water is recommended. 8.5.3 Leak test procedure — Before operating the systems, check for leaks in the tank and supply piping. Fill the tank to capacity with fuel and examine all points in the system for leakage. 8.5.4 Winterizing — Fuel oil specifically formulated for winter conditions is required to prevent the oil from jelling at low temperatures. 8.5.5 Hot water baseboard heat — All crossover connections shall be made with copper sweat fittings, copper unions or other approved metal connections. 8.6 Electricity —A large enough power supply must be available at the site. An inadequate power supply may result in improper operation of and possible damage to motors and appliances. It may also increase the electricity costs. 8.6.1 Description and rating of home wiring — The home is designed for connection to an electrical wiring system rated at 120/240 volt AC. The connection to the home panelboard is a 4 - wire feeder cable (unless the home is equipped with a factory -installed service meter base). The following paragraphs describe the wiring and grounding of electrical feeders; if the home is equipped with a factory -installed service meter base, skip directly to 8.6.4.3. 8.6.2 Feeder wire and junction box material and size — The feeder must contain four continuous insulated, color -coded, feeder conductors, one of which shall be an equipment grounding conductor. The current rating in amperes of the home can be found on the tag located on the outside next to the feeder or service entrance, and also on the electrical distribution panel. Using this information, determine the required size from Table 8.1 TABLE 8.1 These sizes are based on .an ambient tem- peratufe of 86° Fahrenheit and do not take voltage drop into consideration. WARNINGI The neutral conductor must not be grounded in the distribution panelboard. GROUNDING OF THE NEUTRAL CONDUCTOR IN THE PANELBOARD MAY RESULT IN ELECTRICAL SHOCK OR POSSIBLE ELECTROCUTION. A qualified installer must make the connections for the electric power. 8.6.3 Grounding of homes with feeder con- nections 8.6.3.1 Grounding is required — The home must be properly grounded to protect the occu- pants. The only safe and approved method of grounding the home is through an electrical - isolated grounding bar in the manufactured home distribution panelboard which grounds all non -current -carrying metal parts to the electri- cal system in the home at a single point. The ground conductor of the power supply feeder cable in turn connects the grounding bar to a good electrical ground back through the power supply system. This means that for 120/240 volt service, you must have a 4 -wire power supply feeder cable. IT IS EXTREMELY IMPORTANT THAT THE NEUTRAL CONNECTOR NOT BE GROUNDED IN THE MANUFACTURED HOME DISTRIBUTION PANELBOARD. 8.6.3.2 Procedure — The ground con- ductor of the power supply feeder cable must connect the grounding bar to a good electrical ground. Follow the feeder connection proce- dures described in 8.6.4.1 and 8.6.4.2 MAIN BREAKER SIZE IN PANEL BOX AMPS ELECTRICAL FEEDER AND EQUIPMENT SIZES MAXIMUM CALCULATED NEUTRAL FEEDER LOAD AMPS MINIMUM SIZES JUNCTION BOX INCHES CONDUIT DIAMETER INCHES POWER RED OR BLACK NEUTRAL WHITE GROUNDING GREEN COPPER ALUMINUM COPPER ALUMINUM COPPER ALUMINUM COPPER ALUMINUM 100 10X10X4 11/4 11/2 #3 #1 #3 #1 1 #8 #6 100 150 10X12X4 11/2 2 # 1/0 # 3/0 #2 # 1/0 # U RUt� 200 12X12X4 2 2 # 3/0 1 # 250 MCM # 2 # 1/0A 09 2.04 Page 49 %.a ;W � APR 2 12000 20C a °= 91 der to achieve proper grounding. (Exception: Homes with a factory -installed service meter base must be grounded differently. Refer to the specific instructions in 8.6.4.3 if applicable.) Isolate (insulate) the grounded circuit conductor (neutral or white wire) from the grounding con- ductors (green wires) and from equipment en- closures and other grounded parts. Isolate (in- sulate) the neutral circuit terminals in the distri- bution panel board and in ranges, clothes dry- ers, and counter -mounted cooking units from the equipment enclosure. Bonding screws, straps or buses in the distribution panel board or in appliances have been removed and dis- carded at the manufacturing facility. The installer may provide the required continu- ity of ground between sections of multi -section homes through a metallic roof or siding, or by bolting outriggers together. When the outrig- gers or other overlapping metal joints of ad- joining sections are not bolted together on houses with shingle roofs and non-metallic siding, install a ground wire connection be- tween the metal frame members. This bonding FIGURE 8.6 2M.04 connection is commonly made with a #8 AWG bare copper wire or other approved positive connection between the parts (see Figure 8.9), using the approved grounding lugs with bolts, star washers and nuts, or self -tapping screws that are shipped with the home. 8.6.3.3 Unacceptable methods of grounding homes — Grounding to a rod, a water pipe, or through the home's hitch caster will not satisfy the important grounding re- quirement. Never use the neutral conductor of the feeder cable as a ground wire. Do not ground the neutral bar in the electrical distribu- tion panel. 8.6.4 Only a qualified installer using one of the following methods shall make connections — Any method that does not provide a ground wire connection from the service entrance to the ground bar in the distribution panel board is not acceptable. Refer to Figure 8.6. WARNINGI Installation of the electric power to the home can cause exposure to live electrical circuits. EXPOSURE TO LIVE ELECTRICAL CIRCUITS MAY RESULT IN SEVERE SHOCK OR POSSIBLE ELECTROCUTION. A qualified installer must make the connections for the electric power. 8.6.4.1 Mast weatherhead feeder — The routing, connection, and support of the service drop must meet local codes. Homes equipped this way contain all necessary conduit to the electrical distribution panel. However, the four feeder conductors (not provided) must be in- stalled on site. If the masthead is located above the roof overhang, allow a minimum clearance of 8 feet above all roof points, which the con- ductors pass over. There are two exceptions to this rule: (1) The vertical clearance may be re- duced to 3 feet if the roof has a minimum slope of 4 in 12; and (2) The vertical clearance may be reduced to 18 inches if no more than 4 feet of service -drop conductors pass above the roof overhang, and if they terminate at a through - the -roof raceway or approved support. A mini- mum clearance must also be provided from the "DERAL MANUFACTURED 4 ® HOUSING CONSTRUCTION Page 50 C.D G SAFETY STANDARDS L& a APR 2 1 2000 � 4 ELECTRICAL FEEDER CONNECTION MAIN PANEL BOX MAIN BREAKER B ¢ B ma B B ea a am 9 ,J 6 Q e Cr B B B Z =3 e p UJ ze a a a CC a� a a GROUND TO METAL FRAME GREEN- GROUND BLACK - POWER TO SERVICE BLACK ENTRANCE OR RED - POWER (METER BASE) WHITE - NEUTRAL 2M.04 connection is commonly made with a #8 AWG bare copper wire or other approved positive connection between the parts (see Figure 8.9), using the approved grounding lugs with bolts, star washers and nuts, or self -tapping screws that are shipped with the home. 8.6.3.3 Unacceptable methods of grounding homes — Grounding to a rod, a water pipe, or through the home's hitch caster will not satisfy the important grounding re- quirement. Never use the neutral conductor of the feeder cable as a ground wire. Do not ground the neutral bar in the electrical distribu- tion panel. 8.6.4 Only a qualified installer using one of the following methods shall make connections — Any method that does not provide a ground wire connection from the service entrance to the ground bar in the distribution panel board is not acceptable. Refer to Figure 8.6. WARNINGI Installation of the electric power to the home can cause exposure to live electrical circuits. EXPOSURE TO LIVE ELECTRICAL CIRCUITS MAY RESULT IN SEVERE SHOCK OR POSSIBLE ELECTROCUTION. A qualified installer must make the connections for the electric power. 8.6.4.1 Mast weatherhead feeder — The routing, connection, and support of the service drop must meet local codes. Homes equipped this way contain all necessary conduit to the electrical distribution panel. However, the four feeder conductors (not provided) must be in- stalled on site. If the masthead is located above the roof overhang, allow a minimum clearance of 8 feet above all roof points, which the con- ductors pass over. There are two exceptions to this rule: (1) The vertical clearance may be re- duced to 3 feet if the roof has a minimum slope of 4 in 12; and (2) The vertical clearance may be reduced to 18 inches if no more than 4 feet of service -drop conductors pass above the roof overhang, and if they terminate at a through - the -roof raceway or approved support. A mini- mum clearance must also be provided from the "DERAL MANUFACTURED 4 ® HOUSING CONSTRUCTION Page 50 C.D G SAFETY STANDARDS L& a APR 2 1 2000 � 4 2000.04 final grade to the service -drop conductors. This measurement may vary from 10 feet to 18 feet, depending on the types of traffic anticipated below the service drop (refer to the National Electric Code). Unless impractical, locate service heads above the point of attachment of the service -drop conductors and make them rain -tight. If individual conductors do not extend downward, form drip loops. 8.6.4.2 Underside junction box feeder — A conduit from the main panel board to the underside of the home allows for installing an approved junction box or fitting, which must be used. Install properly sized conductors from the main power supply to the panel board. Refer to Table 8.1 for the conductor and junction box requirements. The homeowner or installer must provide the supply connection including the four feeder conductors, junction box and con- duit connectors. Protect conductors emerging from the ground from a minimum of 18" below grade to 8 feet above grade, or to the point of entrance to the home. The distance meas- ured from the top surface of a buried cable, conduit, or raceway to the finished grade must meet the minimum burial requirements outlined in the National Electric Code. Use a moisture - proof bushing at the end of the conduit from which the buried cable emerges. 8.6.4.3 Grounding of homes with service meter base. When a factory -installed service meter base is provided on the home, a grounding electrode conductor and a ground wire must be installed as detailed in Figure 8.7. 8.6.5 Crossover connections — For multi - section homes, refer to Figure 8.8 for typical crossover wiring connections (located along the centerline between the sections). Crossover locations can be distinguished by metal junction boxes or access cover panels. Remove these panels and connect the enclosed wires as illustrated in Figure 8.8. Some crossover Connectors plug together and do not require junction boxes. FIGURE 8.7 GROUNDING CONDUCTOR INSTALLATION METER BASE NOTE ACCESS FOR TER IF THE HOME HAS METER BASE INSTALLED AT THECr CO 0 PULL BOX MANUFACTURING FACILITY, A GROUND WIRE AND z GROUND ELECTRODE MUST BE INSTALLED. ¢ ® 0 GROUND LUG SERVICE ENTRANCE EMT •6 MIN BARE COPPER OR UTILITY GROUNDING WIRE CONNECTIONS CLAMP SUITABLE FOR DIRECT BURIAL. GROUND LOCATE FLUSH WITH OR BEL VEL GROUND LEVEL. 5/8 INCH MINIMUM DIAMETER SOLID IRON OR 3/4 INCH MINIMUM TRADE SIZE GALVANIZED PIPE ELECTRODE. ELECTRODE SHALL BE DRIVEN TO A DEPTH OF NOT LESS 8' " 0' MINIMUM THAN 8 FEET SO THAT AT LEAST 8 FEET OF THE ELECTRODE LENGTH ELECTRODE IS IN CONTACT WITH THE SOIL. WHEN ROCK BOTTOM IS ENCOUNTERED, THE ELECTRODE CAN BE DRIVEN NOT TO EXCEED 45 DEGREES FROM FEDERAL MANUFACTUII VERTICAL R BURIED IN A TRENCH THAT IS AT LEAST 2 1/2 Q HOUSING CONSTRUCTIO b SAFETY STANDARDS Page 51 APR 2 12000 � 23 n 4 Q When the mating section contains a bathroom which requires Ground Fault Circuit Interrupter (GFCI) protection for the receptacle, it is important that the bathroom circuit wiring be connected to the proper GFCI protected circuit in the power supply panel. Multi -section bonding — Bonding between the sections of a home with metal siding or a metal roof is provided by the overlapping metal joints fastened with metal screws. Bonding between sections of a home with non-metallic siding and a non-metallic FIGURE 8.8 roof must be accomplished at set-up by connecting a #8 AWG bare copper wire' between the metal frame members using the approved grounding lugs with bolts, star washers and nuts, or self -tapping screws that are shipped with the home. Refer to Figure 8.9. 8.6.6 System test procedures and equipment 8.6.6.1 Pre -connection tests — Conduct both of the following tests before any electrical power is supplied to the home: CONDUCTORS FROM DISTRIBUTION PANEL BRANCH CIRCUIT CONDUCTORS, WITH SUFFICIENT BOARD TERIMINATED IN JUNCTION BOX. LENGTH FOR CROSSOVER, COILED IN JUNCTION BOX. JUNCTION BOX JUNCTION BOX -- II ACCESS TO JUNCTIONII IJ FLEXIBLE CONDUIT SHIPPED LOOSE FOR FIELD INSTALLATION. IN FLOOR -ALTERNATE CONDUCTORS FROM DISTRIBUTION PANEL BOARD TERMINATED IN JUNCTION BOX. NM CABLE FOR BRANCH CIRCUITS, WITH SUFFICIENT LENGTH FOR CROSSOVER, JUNCTION BOX/ OX COILED ABOVE ACCESS PANEL. ACCESS PANELS FASTENED TO FRAMING WITH SCREWS. WORDS 'ELEC. ACCESS' PAINTED ON PANELS. STEEL WIRE PROTECTORS SHIPPED LOOSE FOR FIELD INSTALLATION. DADO JOIST FOR NM CABLE. IN FLOOR -ALTERNATE FLOOR DECKING NM CABLE CONNECT BOTTOM BOARD 2000.04 THIS HOME MAY BE SHIPPEI MORE PLUG-IN CONNECTOR; TORS ARE TO BE SNAPPED TOGETHER ON SET-UP. CONNECTORS WILL BE COLOR -CODED AND/OR TAGGED TO PREVENT MIXING OF CIRCUITS. BOX - INSIDE HOME FACTORY INSTALLED WIRE PROTECTORS y I IN WALL -ALTERNATE Page 52 FEDERAL MANUFACTURED 4 © HOUSING CONSTRUCTION G w SAFETY STANDARDS } APR 2 12000 a � 4 23 Q FIGURE 8.9 8.6.6.1.1 Circuit conductor continu- ity — Conduct a continuity test by placing all branch circuit breakers and switches controlling individual outlets in the "on" position. The test shall give no evidence of a connection between any of the supply conductors (including the neutral) and the grounding circuit. A flashlight continuity tester may be used. 8.6.6.1.2 Grounding continuity — Us- ing a continuity tester test non -current - carrying metal parts to assure continuity to ground. The parts to be checked include: • appliance enclosures, includ- ing fans • fixture enclosures and cano- pies • metal siding and roofs • metal water supply and gas lines • metal ducts (except foil cov- ered insulated ducts) • the home's frame On multi -section homes, perform this test only after completing all electrical and bonding connections between the sec- tions. NOTE: Grounding is not required on the metal inlet of a plastic water system or on plumbing fixtures such as tubs, fau- cets, shower risers, and metal sinks when they are connected only to plastic water and drain piping. 8:6.6.2 Post -connection tests — Conduct the following tests after turning on the main cir- cuit breaker and each individual circuit breaker. Page 53 2M.0 NOTICE Energizing the water heater before the water heater is filled with water will cause the water heater element to burn out, an event not covered by the warranty. Allow the water heater to fill completely before activating the water heater circuit. 8.6.6.2.1 Polarity and grounding of receptacles — With receptacle and lighting circuits energized, check the polarity and grounding of each 120 -volt receptacle and light socket using a polarity tester capable of determining an incorrect wiring configuration. A conversion device may be required to test various fixture bulb sizes and outlet configurations. Investigate any indication of reversed polarity, open grounds or shorts, and correct them. 8.6.6.2.2 Ground Fault Circuit Interruption (GFCI) — Make certain that all receptacles requiring GFCI protection are in fact on the correct circuit(s). Check each ground fault circuit interrupter device by pushing the test button to determine if the power route to the receptacle has been interrupted, or follow the manufacturer's instructions. Replace any GFCI that does not operate properly. 8.6.6.2.3 Operational checks — Check all light fixtures by placing a bulb in the socket and turning the switch on and off. Using a pigtail light, check all 240 -volt receptacles to determine if both legs of the circuit are powered. Check all 120 -volt receptacles to be sure that each is operational. Switched receptacles require the switch to be turned on and off. It is not necessary to check appliances, but their power sources must be assured. Failure of any electrical wiring or fixtures requires repair and re -testing. Check smoke detectors to be sure they are operational (test per smoke detector manufacturer's instructions). If a smoke detector was shipped loose with the home, locate it, plug it in and check operation. FEDERAL MANUFACTURED gn C) HOUSING CONSTRUCTION W V G SAFETY STANDARDS ' CZ C�l APR 2 12000 23 Q 9 — Final inspection To make sure that no items have been overlooked and that all work was done properly, make a final inspection when the home installation is complete. Place special emphasis on the following "checklist" items: 9.1 Water and drain systems — All water and drain systems work properly and do not leak. 9.2 Appliance function and operation — Appliances have been tested and work properly. 9.3 Windows, doors and drawers — All windows, doors and drawers work properly. 9.4 Exit windows — One window in each bedroom is designated as a secondary exit (egress) to be used in case of emergency. Each exit window is labeled as such with operating instructions. All shipping hardware must be removed, and the window shall operate as explained in the window manufacturer's instructions. Check each window to assure it opens properly. 9.5 Exterior siding and trim — There are no gaps, voids, or missing fasteners, all seams are sealed, and hardboard edges are sealed. 9.6 Stack heads and vent pipe flashing on the roof — All stack head or vent pipe flashings are properly attached and sealed. 9.7 Composition roof — All shingles are properly attached, none are loose or missing, and all holes are filled. 9.8 Skirt venting — The skirting around the home has vents along a minimum of 3 sides at each comer to cross -ventilate and keep the crawl space as dry as possible. See 5.5 for the total vent area required. 9.9 Low -hanging trees or bushes — If there are any low -hanging trees or bushes near the home, trim or cut them. In limiting their future growth, think about the plants' possible movement during windy conditions or under snow or ice loads. 9.10 Exhaust fan operation and, airflow —Check all exhaust fans for proper operation and airflow. 9.11 Bottom covering — Carefully inspect the bottom covering of the home for loosening or tears from the installation of pipes or wires. 9.11.1 Bottom covering repair — A special material is fastened to the bottom side of the new home to provide a protective covering. This covering was inspected at the factory, but could have been damaged later. It is important that any areas that are damaged be sealed. 1. If the covering is a vinyl -coated material, use a vinyl patching material to repair tears or holes. 2. If the bottom covering is an asphalt - impregnated material, use a patch of the same material with beads of adhesive around the contact edges. When the overlay is positioned over the damaged area, it is fastened in position using an outward flare tacker. This requires a special tool designed to outward flare a 3/8 -inch crown staple with 1 -inch long legs through both the overlay and the bottom covering. The flaring action of this tool causes both materials to be tightly clenched together so that no other support is required. The spacing of these staples shall be no more than 6 inches apart around the perimeter of the overlay, with the second row placed inside approximating the edge of the damaged or cut area. 9.12 Ground cover — Repair any cuts or tears in the ground cover with tape. 9.13 Anchors and straps — Be sure the correct number of anchors has been installed at the proper spacing and alignment, and that all straps are tight. 9.14 Interior details — Inspect for and correct all interior finishing details, such as loose molding, carpet seams, etc. 9.15 Retailer inspection - The retailer's representative should inspect the home with the homeowner and brief the homeowner about maintaining the home. 10 — Relocating the home 10.1 Relocation of the home — If it is necessary to move the home, HAVE IT MOVED BY A PROFESSIONAL MANUFACTURED HOME MOVER, MAKE SURE HE USES ENOUGH TEMPORARY WOOD BLOCKING and check the following items: Page 54 2000.04 10.1.1 New zones —Check the roof and wind load and heating and cooling requirements at the new location. The home is designed for certain weather conditions and roof loads. See the zone maps included on the home Data Plate. Do not site or relocate the home in a zone requiring greater wind, roof load, or heating or cooling capabilities than those for which it was designed. (See 1.2, 1.4 and 3.1) 10.1.2 Tires and axles — Replace any removed tires or axles as required by the manufacturer. Be sure that tires are inflated correctly, have at least 1/16 -inch tread, and do not have any cracks or splits. Inspect hitch and running gear connection welds for corrosion and repair as necessary. Check and repair bearings and brakes as necessary. (FEDERAL MANUFAC'TURID Q © HOUSING CONSTRUCTION Lei V & SAFETY STANDARDS ' Q APR 2 12000 C Q Q., 23 Q 10.1.3 Appliances — Secure appliances to prevent movement during transportation. 10.1.4 Dust caps — Place dust caps on the ends of all pipe connections. 10.1.5 Blocking during storage —Any home placed in storage, including sales lots, must be immediately blocked under each I-beam, both at the rear of the home and midway between the axles and the hitch, to prevent excessive deflection and possible structural damage. 10.1.6 Transit of furniture and belongings — Substantial damage may result if furniture, personal belongings, setup materials or other items are stored in the home during transit. TRANSIT DAMAGE IS NOT COVERED UNDER THE WARRANTY. 10.1.7 Multi -section homes — Re -install temporary structural supports and bracing materials before moving the home. Cover open sides of sections with weatherproof material such as 6 -mil plastic sheeting. After the sections have been separated; secure 2 x 6 shipping braces at the front end and in the axle area. Place ridge beam supports in open areas per the manufacturer's instructions, or at a maximum of 12 feet on center if manufacturers instructions are not available. 11 — Window and glass door protection 11.1 Windstorm Protection — As explained on the data plate, this home has not been equipped with storm shutters or other protective coverings for windows and glass door openings. For homes located in Wind Zones II or III, we strongly recommend that the home be made ready to be equipped with these devices in accordance with one of the methods illustrated in figure 11.1. WARNING! Covering the windows and doors will block safe egress from the home in the event of a fire or other hazard. INOPERABLE EGRESS WINDOWS OR DOORS MAY RESULT IN SERIOUS INJURY OR DEATH. Do not occupy the home if the egress windows or doors are covered or otherwise inoperable. 2000.04 11.1.2 Removals — After all danger is past, remove and store the protective materials for possible reuse. Permanently weatherproof all holes left from nails and debris. FIGURE 11.1 PROTECTION OF WINDOWS AND GLASS DOORS WIND ZONES II AND III LUMBER METHOD SHOAT SDE • 2X8 LENGTH ne• MAXI -------------- ' II ETA 4° SHORT SDE • 2X8 LENGTH 4 8' MAX) I BOTTOM FRAME MEMBER MAY BE OMITTED FOR SLIDING GLASS DOOR DETAL A WALLN GLASS 2X3 FRAME AflOtlfD WIDOW/ \ 2x8 °3 OR BETTER TYPICAL M .8 x S' WOOD SCREW EACH END OF ALL 2x9S PLYWOOD METHOD Protected areas are to be covered with structeal sheathing The r "me a Mo°"---►{ thickness and span ratings are shown in the table. The strwhral dwat* shelf be labeled 'APA Rated Sheathing Exterior' or erpivatmd. The sheathing shell be placed over Bre openhg with the face gran ming horizontal. Where any portion of say window or sliding Baas door is within 9 toot from 8 0=1 of the home, the Opening shoLid be covered with two layers of shaethin8 each of which create the re0ements hem the table. The first layer Is fastened as shown. Fasten the second layer T using a miiinre 40d nails (Gt3r Gam. x 5' long) at 3' on center spacing aPBM WALL FRA1wlC GLASS • . •FACE GRAN DIRECTION. SMTDRAL A A 4• SHIATHNG SECTION A -A IAhX �. F F FROM EDGE M FROM NG ED 1 FACE GRAN DICTION rtYP'r'1 20d NAILB DAF 14' LOWO DOLStE WADED NAILS ARE RECOV1,18M TO FASTEN PLYWOOD To MIAxE IT EASIER TO BEHOVE AFTER THE STORLL FEDERAL MANUFACTURED .0 40 HOUSING CONSTRUCTION Uj G SAFETY ST P8 a t9S5 .� 9 5 c' APR 9 1�6� Cl Q � STRIA;Tl11Ul SHEATHING TO PROTECT WINDOWS N WIND ZONES 1 AND � WIDTH OF WIDOW sNEATNNG REOIlItEMENTS UP TO 38' THICKNESS SPAN RATING 15/32• MN 32/18 9T TO ! 29/32' MN 48/24 4T TO 72 1-1/8' MN. 48' O.C. `0 Ij v �F� s ; �P \ST E,?', fl t t� i 8503593 = o STT OF s kk� t •tens APs! ssro NOTES NOTES cHa Pion HOME BUILDERS'CO. Champion Homes Division CHAMPION HOME BUILDERS: CO P.O. Box 429 Corporate Headquarters Lindsay, California 2701 UniversityDr., Suite 300 Phone (559) 562-495151 Fax (559),562-1463 Auburn Hills, Michigan 48326 © COPYRIGHT 1999 CHAMPION HOME BUILDERS CO. � 1 cHa Pion HOME BUILDERS'CO. Champion Homes Division CHAMPION HOME BUILDERS: CO P.O. Box 429 Corporate Headquarters Lindsay, California 2701 UniversityDr., Suite 300 Phone (559) 562-495151 Fax (559),562-1463 Auburn Hills, Michigan 48326 © COPYRIGHT 1999 CHAMPION HOME BUILDERS CO. MARRIAGE LINE SUPPORT PER MAKFACTURER'S INSTALLATION INSTRUMINfTTI�OMS4 SEISMIC PIERS L FOUNDATION ' PADS mI OUTLINE OF MOBILE COACH 30'x3 P HOLES FDF 1/2' x 2 1/2' C.B 18'x24'x3/4' PLYWOOD In n ►_:4 n n lu E=TM NOLL CCWCH BEANS 24', 2e', 88', OR 32= PLAN DOUBLE WIDE MOBILE COACH scale: 1 • - 15, SEISMIC PIER, 1 L FMJ NDATION PADS J OUTLINE DF MOBILE COACH 3r/ ' .PLYVOM SHEETS rHER V17H FHVS ALTERNATIVE PLYWDDD ' FOUNDATION PAD NI3T TO SCALE n n FIELD DRILL HOLES ii- OPTION OF .ANCHOR INSERT ►�� ►�. n n � , n n Not to scale 1 1 [� u 961. PRIC3SUR8 AND SHALL BZ COMPATIBLE WITH LOCAL 901. CONDITTOQN9. ►-� ` PDD BOLTS r� •• h � a 9$AIL HE VEDID ACCORDING TO Aw9 WMCD7CATIONS: .11"96 u u O cm Q` 903 Q PROTBOM ��. IQS SHAIl. BE COATED WEIR �BMA)i WIIZ.UILS E81 -RC2 e OR r-� W o APP=Z9� 7 (�p� p 93 L� 7Z LOAD D. TZR7= : 13000 ULTnun LOAD u Ri - 14', OR le PLAN - SINGLE WIDE MOBILE COACH Scale: 1' - 15' 3' X 3' PLATE MAX TUBE HEIGHT mc 1 8' SHORT TUBE 14' LONG TUBE 4 - 3/8' BOLTS TIGHTEN TO LBO IN -LBS ORQUE 3/4' THREADED ROD LUALM I REAM IIIETS/B' 2' DIA STD PIPE 3/16' PLATE 3/16' PLATE LEGS TYP OF 4 -5/16* PLATE 3/8' X 1 1/4' BOLT WITH HARDENED WASHER SEISMIC PIER Not to Scale C.P. SEISMIC PIER#1 — PATENT #5595366 Im. IN Vl`f S M MUVYD(T m 13 /T-ftLv= 2 - 3/8' x V BOLTS 36 FIELD DRILL HOLES STAINLESS STEEL OPTION OF .ANCHOR INSERT 4 - 014 TEX STS COACH C n OR J BEAM 1/4'x2'x4' , ANGLE 3' WIDE PLATE Not to scale 1 1 c 4 - 1/2' 961. PRIC3SUR8 AND SHALL BZ COMPATIBLE WITH LOCAL 901. CONDITTOQN9. ►-� ` PDD BOLTS r� •• SEISMIC � a 9$AIL HE VEDID ACCORDING TO Aw9 WMCD7CATIONS: .11"96 PIER TYPICAL BEAM CONNECTIONS' Not to tale F 12 SO IN OVERSIi.E FOR GIPPING AND OR CORNER r7REAK4GE 11 r-e—n . ELEVATION, NOT TO SCALE GENERAL NOTES: 1. LQ�ytl CAIaOSINIA CODS OF REGUUMONS. 'ATTR 26 AM U.B.C. IM4 EDMON. 36 5/8' X 1 3/8' FLANGED + STAINLESS STEEL COACH 9IZ8INU .ANCHOR INSERT CLi WIDER�FWdM B 1 4 tf Olt ' - n 4x4 -4x4 VVF i I' PRECAST FDUNDI TION PAD • _ Not to scale 1 1 ELEVATION, NOT TO SCALE GENERAL NOTES: 1. LQ�ytl CAIaOSINIA CODS OF REGUUMONS. 'ATTR 26 AM U.B.C. IM4 EDMON. REVISIONS BY 'EVITR N APPROVED LP COACH 9IZ8INU 05/18/00 YV CLi WIDER�FWdM B 1 4 tf Olt ' - OUBIE WID 90 Pd 40 Pd M B 4 .� � •IDES 90 Pd 40 Pd M B 4 Cb 0% 2. Tim DE930tJ LOADS 88AIL ffi COR9L4TEtZ1T WITH BOOP LAVE LOAD, WI D LOAD. AND C ZONE AS RULMMM TOR PERMANENT BIDDING WITI�N SPECIFIC LOCAL o E i Z c a ARZA6A 3• THIS FOURDATLON 3Y8TEl 14 CON9IDIItID TO CONSlIlIJTE A PEIiMAINTOTL' FOUNDATION. 1--� QI _ •, c •• 4. ALL FOO MM ABs TO BE SUPPORTED BY _ _K UNSATURATT.D UNDISTURBED COHESIVE 901E FOOTINOS ARM DESIGNED FOR 1000 PST TOTAL LOAD 961. PRIC3SUR8 AND SHALL BZ COMPATIBLE WITH LOCAL 901. CONDITTOQN9. ►-� ` PDD 6. STRULIVBAL OEM r� •• a. SHALL CONpR1[ 7+0 ASTM ASO se M8I MINIMUM. D. SHALL RM 1AZ GATED ACCO wig TO AI5C SPIE= - -.IONS. � a 9$AIL HE VEDID ACCORDING TO Aw9 WMCD7CATIONS: .11"96 o • u) ~ m.1 E►• ZB��COID O cm Q` DRAWN LOW CARBON WELDABLE d ALL METAL COId'OdNDt19 INCLUDING NAILS & SCREWS ZTC. ARE M BE PROTBOM ��. IQS SHAIl. BE COATED WEIR �BMA)i WIIZ.UILS E81 -RC2 e OR r-� W o APP=Z9� 7 (�p� p BY CIDilD7ED TESTING AND ( o Q 7Z LOAD D. TZR7= : 13000 ULTnun LOAD f•..1 a W c e. WITH LONcETTDIOtAL O T= SUPPORT 378= CRON 7PLACING onnm. MANOIFALTURID BUILDINGS CONSTRUCTED M q 9. Tem SUPPORT STBTEM PIAN Is DESIGNED TO BE CONSTRUCTED ON A FAIRLY LEVEL WITH U • ,WM 1N N I�TOM SOIL PROBLE9. IT SL7TIEIMNT OCCURS DUE TO POOR SOIL J 10. SUPPORT SIMM FOR CRA.�S BLM SUPPORTS SHALL HE LOCATED AND STEAD FOR TIM LOAD IS SHOWN DN THE MOB1i ROME DIFtALl"ON INSTRUCTIONS. W O. W �y Y E'1 LAi 11. IN ARSA9 W8t3tM DD}ZRQNI7AI, SETTLEMENT (D �.) CAN OCCUR. MANUTACTURFD HOMES SHALL BM JP Ing STID WHEN D S. D 1 4 ,Dat wHEN i? WILL ADVZ R811L.Y ATFL(? ii TTI< OSE OF TRT MAINLJTACTULNID �w1 W �+ O D Li n IL rn � NZ. IiOla. w 12. STANDARD PIER t FOOTING SPACING PER MOBn; COACH MANUFACTURER'S INBTAUATION MANUAL WITHOUT MANUFACTURER B INSTALLATION MANUAL E-'� .°i• v In SPACING OF STANDARD PIERS AND PAD SUPPORTS To BE DETERMINED BY � STATIC MOTILE BOXES PA Bg ACT. 13 -THIS SYSTEM IS AD1PIABIa WITH HOLIAW MASONRY BLOCS PIERS. r S•1 FOUNDATION PAD NOTES - I. TFC PLYWOOD FOUNDATION PAD MAY HE USED A9 AN ALTERNATE. FOUNDATION PAD. 2. FOUNDA'PION PADS SHALL BE PLACED ON LEVEL UNDISTURBED SOA. �+ 3. A. 3000 PSI AT 28 DAYS AS TESTED AND MANUT. BY STAMM WEIGHT CONCRETE• B. PRZrXnED PAD ORWITA71ON W=Ul EVER POSSIBLE IS THAT TIM LANG DIMENSION Z OF TIM PAD BE PZRPMICUTAR TO TRE COACH BEAM (AS SHOWN ON THE PIAN). C• VHEHE FMD P AA TRAVERSE U M CAN ONS ffi ROTAMM 9O PAD NNO MORE J'SAT THE LONG THANTIM O U OF THE PADS ARE PARALZEL TO 77T COACH BEA1L Z CD H 4. 0--1 0 Qi A. 3/4 INCH A.P1 48/24 EXTEMOR P.S.I.-83 CC. PLUGGED, NE R-QA997.PRP-108._ t A C'7 COACH SM, NOTES: z CA � 1. MAIOMUM LMNGTB OT SINGIZ WIDE COACH - e8 TEM.O w O 2. MAXIMUM LENGTH OF DOUBLE WIDE COACH - 70 TM- 0 -c:4 I (� 3. UNLESS APPROVED BY THARP k ASSOC.. FLOOR TO RIDGE HSIGErr NOT TO EXCEED:Q ' '�' U A. 8 FEET FOR SINGLE WIDE COACMB.w B: 10 TEST FOR 80 FT •DOUBLE WIDE HES to ` C. 12 FEET FOR 14. 2e. AI 28 TELT DOUBLE WIDE COAG. �+ w ' Q Cw ':5 4. FOR TRIPLE WIDE COACHES. FOLLOW SAM PLACEMMIT PATTERN AS ASHOWN ON THE DOUBLE WIDE MOBILE COACH PIAN. C4Z 0 �% p B. FOR ANY COACH S= MURK THAN AS SHOWN ON THIS Plata OR �NCED ABOVE, LAYOUT SHALL ^ E— U) CJ) x+ HE REVIEWED AND APPROVED BY THARP k ASSOC.. INC. 1`--1 '[}' W In r=a m a. - L) CQ 1=..1.� �, a I. SPACING SHOWN ON THIS PLAN ARE FOR COACHES WITH 10 INCH AND 12 INCH BEAW9 OR 8 INCH PACO CORBUGAT7D BEAMS. CQ 2. FOR AN 8 INCE HEAM ADD AN ADDITIONAL ROT OF C.P. ANCHOR PLEBS. BEAM SHOULD O O NOT CANTILEVER MOR>; THAN A • F RT. 6T-40 r'°"aoa'°"oval s> slr � RRAVRANo u+err ®c acm+onu APPROVED � RCTm co.Rtcrx*a MOM tf Olt ' - r.FCWA- P"'�I a-ft.d a.►Ann.. .� � . Dm0 7MIpNDy . M C'r �.:.. AD lSD - S F ao.—. • • N1.\INA1. 1)1 .1 Al V 3l UNI I.,AI.JV..! DATE, 09/08/97 SCALE, AS SHOWN ,R ,,VN, YMW ifflf -#, 95-36-80 ,11AA SHEETS