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030-131-020
J f 30-131-20 Norman Hicks 1248 -iggs Ave., Oroville , Permit YFr057-1,057,MH) . ELEC .1-13-8f?.of A GAS V'b4Z6, VC -2 E�- • SUPPORT STRUCTUR�REQ. 44.0 I AV 'COMPACTION TEST REQ - 30-131-20 Permit #69-82P(insstt-ia-S-0101-ine for util/_MH ,�,�.I" 30-131-z0 * Contr: Liz��ln Village MH, Oroville Perm'-0116'15-81MHI ued 030-131-020- PERMIT#96-1821 MOLKO, Robert & Karen 1248'Biggs,Ave., Oroville Demo/SF 03043-1-020 00-1484 SCHWAPTZ, WALL rGl 12.48 .T3T.GGS .IZ4VII-LE ,�` CO R /00;k U :r r 7 ON PERMYND 030-131-020 -04-1979 CUNINGHAM, D 1248 BIGGS AVE, OROVILLE,r Cont: OWNER NEW MH ON PERM FND EX n V k. R RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 Recorded Official yyf Records Count BUTTE CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 09:05AM 03—Jan-2005 REC FEE 10.00 CONFORM 1.00 Cheryl Page 1 of 2 SPACE ABOVE THIS LINE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code 2 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 CV 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. DOUGLAS CUNNINGHAM/DARRIN M. KEAN AND RANDY MCCASLIN REAL PROPERTY OWNEWLESSOR 63 PEACHY KERN WAY MAILING ADDRESS OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP 1248 BIGGS AVE. INSTALLATION MAILING ADDRESS, IF DIFFERENT OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP UNIT OWNER (if also propeny owner, write "SAME") MAILING ADDRESS CITY COUNTY STATE ZIP UNIT DESCRIPTION BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE MAILING ADDRESS 1984 SKYLINE OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP 04-1979 530 538-7541 BUILDINPERMIT NO. TELEPHONE NUMBER )) � 1.4.•ar�� �'.�1 d4 OF LOCAL ENCY OFF[AL DATE �AUPE N ALER NAME (if not a dealer sale, write "NONE") NONE DEALER LICENSE NO. UNKNOWN 1984 SKYLINE MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAMENUMEER 31700149-U 56'X 24' 286598AJ286597B SERIAL NUMBER(S) LENGTH X WIDTH INSIGNIA/LABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION SEE ATTACHED ASSESSOR'S PARCEL NUMBER 030-131-020 HCD FORM 433(A) REV. 8/91 WHITE -County Recorder CANARY - HCD PINK -Applicant GOLDENROD- Building Dept. F6reclosure No. 214203 Exhibit "A" All that certain real property located in the County of Butte, State of California and described as follows; BEING A PART OF LOT 7, BLOCK 100, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "THERMALITO, BUTTE COUNTY, CAL.", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID LOT 7 AND RUNNING THENCE EAST ALONG THE SOUTH LINE THEREOF, 257 FEET TO THE TRUE POINT OF BEGINNING FOR THE PARCEL HEREIN DESCRIBED, SAID TRUE POINT OF BEGINNING BEING THE SOUTHEAST CORNER OF A PARCEL OF LAND CONVEYED IN A DEED FROM HARRY K. ANDUL TO CLARENCE MASTERSON, ET UX; RECORDED SEPTEMBER 21,1959, IN BOOK 1019, PAGE 6, OFFICIAL RECORDS; THENCE FROM SAID TRUE POINT OF BEGINNING, CONTINUING EAST ALONG SAID SOUTH LINE OF LOT 7, FOR 80 FEET TO A POINT; THENCE NORTH AND PARALLEL WITH THE WEST LINE OF LOT 7, FOR 210 FEET; THENCE WEST AND PARALLEL WITH THE SOUTH LINE OF LOT 7, FOR 80 FEET TO THE NORTHEAST CORNER OF THE ABOVE MENTIONED MASTERSON PARCEL; THENCE SOUTH ALONG THE EAST LINE OF SAID MASTERSON PARCEL, 210 FEET TO THE POINT OF BEGINNING. AP#: 030-131-020-000 STATE OF CALIFORNIA }ss COUNTY OF BUTTE } On January 20. 2004 , before me, GREG WOOD , a Notary Public in and for said State, personally appeared Daniel F. Hunt personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in 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 sof which the person(s) acted, executed the instrument. WITNV§,S my hand and o�ficial seal. (This area for official notarial seal) Tous.00c (REV. iM) Page 2 r GREG WOOD P o;• p Comm. #1278505 _ ,�M NOTARY PUBLIC CALIFORNIA O BUTTE COUNTY -1 r'+1IF,OP,� My Commission Expires Oct. 25, 2004 (This area for official notarial seal) Tous.00c (REV. iM) Page 2 RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DMSION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 COPY of Document Recorded 03 -Jan -2005 2005-0000163 Has not been compared with original BUTTE COUNTY RECORDER SPACE ABOVE THIS LINE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to its contents to all persons thereafter dealing with the real property. DOUGLAS CUNNINGHAMMARRIN M. KEAN AND RANDY MCCASLIN REAL PROPERTY OWNER/LESSOR 63 PEACHY KEAN WAY MAILING ADDRESS OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP 1248 BIGGS AVE. INSTALLATION MAILING ADDRESS, IF DIFFERENT OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP UNIT OWNER (if also property owner, write "SAME") MAILING ADDRESS CITY COUNTY STATE ZIP UNIT DESCRIPTION BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE MAILING ADDRESS OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP 04-1979 530 538-7541 BUII�DrNq PERMIT NO.j TELEPHONE NUMBER ' �' l At 17 - �Z A OF LOCAL hGENCY OFFICIAL DATE N ER NAME (if not a dealer sale, write "NONE") NONE DEALER LICENSE NO. UNKNOWN 1984 SKYLINE MANUFACTURER'S NAME DATE OFMANUFACTURE MODEL NAMEWUMBER 31700149-U 56'X 24' 286598A/286597B _ SERIAL NUMBER(S) LENGTH X WIDTH INSIGNIA/LABEL NUMBER(S) �JZ�IZ�:ii7R2La1J_�IZ�Y�I'[i�I�]:I SEE ATTACHED ASSESSOR'S PARCEL NUMBER 030-131-020 HCD FORM 433(A) REV. 8/91 WHITE -County Recorder CANARY - HCD PINK - Applicant GOLDENROD- Building Dept. r F6reclosure No.- 214203 Exhibit "A" All that certain real property located in the County of Butte, State of California and described as follows; BEING A PART OF LOT 7, BLOCK 100, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "THERMALITO, BUTTE COUNTY, CAL.", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID LOT 7 AND RUNNING THENCE EAST ALONG THE SOUTH LINE THEREOF, 257 FEET TO THE TRUE POINT OF BEGINNING FOR THE PARCEL HEREIN DESCRIBED, SAID TRUE POINT OF BEGINNING BEING THE SOUTHEAST CORNER OF A PARCEL OF LAND CONVEYED IN A DEED FROM HARRY K. ANDULTO CLARENCE MASTERSON, ET UX; RECORDED SEPTEMBER 21,1959, IN BOOK 1019, PAGE 6, OFFICIAL RECORDS; THENCE FROM SAID TRUE POINT OF BEGINNING, CONTINUING EAST ALONG SAID SOUTH LINE OF LOT 7, FOR 80 FEET TO A POINT; THENCE NORTH AND PARALLEL WITH THE WEST LINE OF LOT 7, FOR 210 FEET; THENCE WEST AND PARALLEL WITH THE SOUTH LINE OF LOT 7, FOR 80 FEET TO THE NORTHEAST CORNER OF THE ABOVE MENTIONED MASTERSON PARCEL; THENCE SOUTH ALONG THE EAST LINE OF SAID MASTERSON PARCEL, 210 FEET TO THE POINT OF BEGINNING. AP#: 030-131-020-000 STATE OF CALIFORNIA }ss COUNTY OF BUTTE } On January 20. 2004 , before me, GREG WOOD , a Notary Public in and for said State, personally appeared Daniel F. Hunt personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose names) 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 sof which the person(s) acted, executed the instrument. W ITNIr S my hand and o'(ficial seal. ,AN rous.00c (REV. IM) Page 2 mss` ;ter f GREG WOOD r CA, Comm. #1278505 NOTARY PUBLIC CALIFORNIA 0 > BUTTE COUNTY —� „ v*My Commission Expires Oct 25, 2004 (This area for official notarial seal) M ' NOTES RESIDENTIAL v y ' PERMIT NO. f 030-131-020 04-1979 CUNINGHAM, D 1248 BIGGS AVE, OROVILLE Cont: OWNER NEW MH ON PERM FND EX THE HCD FORM 433A 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. r { SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS ' VERIFY USE PERMIT CONDITIONS i SUB -STANDARD HOUSING LETTER { OFFICE COPY Address GAS Meter By Date ELECTRI Meter By Date JOB FINALED (Date) Signature J=OK 0 = Not Olt--- - = Not Applicable MOBILE HOMES . =Not Ready Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch . 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ P' L 'ft. / P Nat. or / P' L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements ' 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances . 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water.and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PE$AdAidENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails Pootitinngs; Size -Spacing -Marriage Line Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. 4. Gas' Test -Demand -Valve 5 ectricity; MH Test 6. Water; MH Test 7. er and Sewer Connected 8. Gas and Electricity Tagged S6--Erits Ext.; Steps -Doors -Landings ense Decals Verify #'s with Office - Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ett 3 176- MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6: Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except ft 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability I 3. i Pool Structure; Steel -Connections -Thickness Dead Men -Lining I 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed j 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures-Panel boards- Ins. to Main Conduit 1 9..; Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 I i J=OK 0 = Not OK = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel -Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors Date Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. Card B-1 Date Card B-1 Date 50. Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 52. 17. Water Htr; Vent -Access -Combustion Air Baffle Property Line Firewall & Openings 18. Water Pipe; Test & Anchor -Nail Protection 55. 19. D.W.V.; Test Fittings & Anchor -Nail Protection Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 20. Shower Pan; Test, First Floor -Tub Access 58. 21. Test Tub & Shower, Second Floor -Tub Access Glazing Area -Glass Protection -Skylights -Plastic 22. Gas Pipe; Sixe & Anchors 61. 23. Fire Sprinkler; Test Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date 73. Card B-1 Date Card B-1 Date 74. Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Garage Fire Door; Swing -Landing -Closure -- 24. Fixture & Transformer Clearance -Ins. Protection A.C. Duct in Garage -Damper 25. Elec. Receptacles Spacing -Lights & Switches at Doors Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 26. Size Boxes & No. of Conductors Stapled Plb.; Elec. & Mech. Equip. Listed for Location 27. Romex Installed Close to Edge of Studs & C.J. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Insulation -Foam -Looked in Attic 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI Guard Rails & Deck Construction -Post Caps 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral 0 Yes 0 No Clearance Looked under Floor 0 Yes 32. Service -Riser Conductors & Ground Main Disconnect Following Instld./Drive O Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No 33. Equip. Clearances Panels-Motors-Mech. Equip. Stucco Brown -Finish 34. Clothes Closet Light -Shower Light -Spa Light A.C. Unit Disconnect, Electrical -Plumbing 35. Smoke Detector Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 90. 36. A.C. Ducts Insulation & Support 91. 37. Vent Fan, Exhaust above insulation 92. 38. Condensate Drain & Overflow, Size & Grade 93. 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 94. 40. Attic Access & Platform if Furnace in Attic Date Address Posted - Card B-1 Date Card B-1 Date Fire Sprinkler Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Date 41. Sills Proper Materials & Anchors Date 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound Comments at Final: 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. - 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure -- 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes _ 83. Following Instld./Drive O Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections ' 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted - 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: y COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 53877541 CORRECTION NOTICE C(A",I $'-C 00 -/S 77 OWNER j" PERMIT NO. t^ A routine inspectio ndicates that the following violations of butte county Ordinances exist at the above address d should be corrected. Please notice this office when correction of work is completed. ou have any questions pertaining to this matter, or need additional explanation, please co act this office immediately. i A0,0 Iz e �s �-�- E- ' :�')% tA-� -F-CD i 0 Joe and Theresa Gartrell 20758 South Manzanita Hills Road Weimar, CA. 95736 Parcel # 072 260 033 Bruce Dear Placer County Assessor 2980 Richardson Drive Auburn, CA. 95603 R�CLZJV E� APR 2 0 2004 COUN�ASSE SSOR To whom it may concern, The purpose of this letter is to inform the Placer County Assessors Office that we intend to remove the modular (mobile) home from our property. Removal will take place under the jurisdiction of a Placer County Building Permit and will occur on or about May 20`h, 2004. Modular serial number -31700149-U H.U.D. #s -286598A and 286597B The modular is being sold to Randy Cunningham, and is being moved to Butte County. If you have any questions or need to contact us concerning this matter please call 530 637-9576 or correspond to PO Box 157, Weimar CA 95736. Thank you for your time in this matter. Si el�U� Joe Gartrell ' BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) ' OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.net%dds PERMIT NO. BP041979 - LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: APN: 030-131-020-000 .the Business and Professions Code, and my license is in full force and effect. License Class: License Number: Site Address: 1248 BIGGS AVE ORO ' Date: Contractor. Map Index: 1 Description: NEW MH ON PERM FND EX SITE(1344) OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior Owner: CUNNINGHAM, D. ' to its issuance, also requires the applicant for such permit to file a 2510 PALERMO RD signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section PALERMO, CA 7000) of Division 3 of the Business and Professions Code) or that he or 95968 she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Applicant: CUNNINGHAM, D. Code: The Contractors' State License Law does not apply to an pP owner of property who builds or improves thereon, and who does 2510 PALERMO RD such work himself or herself or through his or her own employees, PALERMO, CA provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one 95968 i year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code.' The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, Contractor: and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). O I am Exempt under Article 3 of the Business and Professions Code Date: Owner: License #: 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 fortby Section 3700 -of the Labor Code, for the performance of the work for which this permit Architect' ' is issued. ❑ I have and will maintain workers' compensation insurance, as Engineer: required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carver: Y Total Square Ft: 1344 S. F. Policy#: Valuation: $87,360.00 Census Code: certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California,a, and agree that if I should become subject to the workers' Ite:I I compensation provisions of Section 3700 of the Labor Code, I shall TTTTiiii'"• ��-J� forthwith comply with those provisions. Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition • to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. i 'CONSTRUCTION LENDING AGENCY This permit is hereby issued -under the applicable provisions of the Butte Count `CodR anwor � I hereby affirm that there is a construction lending agency for the Resoluti s do lKork indicate abov r w ch fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) a2 O Name: By Date: J Address: PERMIT EXPIRES ON: ate ❑ I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the Califomia Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. Cl Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance official form or d ment of Butte Cou I hereby ction pure authorize repres tatives of Butte County enter upon the above mentioned property for iT94, t ' `{ 7)xns,, Print Nacm�e: Date: / 2 3 �G>� 0 Owner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor O.B.-1 OWNER -BUILDER VERRIFICATION Attention Property Owner: An "owner -builder' building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. ppersonally plan to provide the major labor and materials for construction of the proposed roperty improvement: YESX NO ❑ 2Q. I HAVE HAVE NOT ❑ signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ' ADDRESS: CITY.. . ;. , CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. I_will provide-some-of-the_work but -I have-contr-acted-(hired)-the follow=ing persons -to -provide the work indicated.: NAME ADDRESS PHONE TYPE OF WORK SIGNED: .. O. , O. ' i a1. � .�'', • � ►alt► •f NOTE: This Owner Builder Yerft=don is required by Section 19531 and 19832 of the California Health and Safety Code. This ve tfxation must be conTkted and returned to our office before we are perrnifted to issue the permit OWNER BUILDER INFORMA'T'ION Dear Property owner•. N An application for a building permit has been mbmb,_d in your name listing yourself as the builder of property improvements specified. For your protection, You should be aware that as owner-bmlder" you are the a peffi� Building puts are not required t0 fie responsible party ofrecord on such own work -5' if your on work is be"� �' P1DP3' owners unless they are personally performing their liabil mg performed by someone other tban yoursel, you may protect yourself from possible ity if persapplies for the proper Pelmit in his or her name. Contract°rs am required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by IaR, to put their li apply cense number on all pe3mits for which they Hyou plan to do your own wort; with the exception of various trades tbat yon plan to subcontrac4 you should be aware of the following information for your benefit and protection: 4 If You employ or otherwise engage any pons other than your immediate {amity, and the work (including radmials and other costs) is $300 or more for the entire project; and such persons are not licensed as contractors or subcontractors, them You may be an employer. Tf you are an emP�, You mast register W"h the State and Federal Gove� as an employer and you are subject to several obligations including state and federal income tax withhO wow °°MPS ��, disability insurance c0 a Co f� social security taxes, There may be financial risIm-for You if >me�nPlory coaipeasahoa contributions. Y yon do not cWY out these obligations, and these risks are especially serious With respect to worker's compenSation bZu ante ♦ For mare specific mon about Your obligations unda Federal Law, if you wish; the U.S. Small Business ' canis the Internal ' Service (and, State Law contact the D ). For Hare specific information about your obligations under apartment ofBenefit payments and the Division of industrial Ami&&. If tine structure is intended for sale, Properly owners who are not licensed are allowed to per&na their work condpersonally or tbrmO their own emPlOY�, wrtbont a licensed contractor � ,only wader limited itions. A frequent practice of umiicenSed Persons professing to be oontrac� is to Pesecure an owner bmlde�' building w. e�aneously m1Pl� fat the properly owner is providing his or her own labor and permits are not required to be signed by Property owners unless mesal P�°�Y• Building h oa about licensed�' are Pig their own work personally. or at 1020 N S[re tractors mw be obtained by the State License Board in your Please � � � , CA. 95814. "Ow= Builder Verification" on ibe reverse side of this farm so that we can confines that you are aware of fese matters. The building Pm= will not be issued until iiia verification is returned. NOTA TYris Owner-Eur7derinforrrrotzo>3 is required 6y Section 14830 of Elie CalifornU Hea1Br =d Safety Code BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CIRCO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OF APPLICATION APPLICANT SIGNATURE X For office use only: OWNER Name v t4 r4 t fq Address z,- 1 jjr No City 'r P nn Rd StalrA Zip ?6% Phone Zip 6S Fax E-mail Fax APPLICANT SIGNATURE X For office use only: 'CONTRACTOR- - Name in Address Address 7516 City Rd State Zip Phone Zip 6S Fax E-mail Fax Lic. # Class APPLICANT SIGNATURE X For office use only: ARCHITECT/ENGINEER Name V hf t4 1 Address Address 7516 City Rd State Zip Phone Zip 6S Fax E-mail Fax State License Number APPLICANT SIGNATURE X For office use only: APPLICANT NAME Name D V hf t4 1 1 C, 1--i A� Address 7516 feb Irk Iq Rd City Type Const StateCA Zip 6S Phone ��l Fax E-mail APPLICANT SIGNATURE X For office use only: Zoning Flood Zone SRA YesNo Occ. Type Const Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS PERMIT NO. ag BIN # LOCATION AP# 3 a -13) 6 z Property Address /2 Cross Street ,s IN WORK COMPENSAT/O Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address SDescription or Scope of Work: Sq. Footage ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by:t�� Amount .� `r'? -1 Bldg Receipt #: X7.50 5 Date: 7/1e0 SRA Sheriff SMTP Total V•\C1-10.AQ\01111 n1hirl A— 0— 4 nf9 PP%/d_'1n_nA SUBMITTAL REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND WINK. Residential, New, Remodels, Additions, and Accessory Structures: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPH PAPER! ❑ 2. 3 Complete sets of plans, signed by the preparer. NO GRAPHPAPER! ❑ 3. 3 Engineered plans (if required) with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. 2 Energy compliance design and supporting documentation: (Note: Not required for additions to mobile or' modular homes.) ❑ 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 8. Detached Accessory Building Form, filled out by the property owner (if required). ❑ 9. Sanitation and site plan approval from the Environmental Health Department. ❑ 10. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed by the engineer. Mobile, Manufactured, or Modular Homes: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPH PAPER! ❑ 0 2 Data sheets and installation instruction manual. ❑ 3. • 2 Marriage line information. ❑ 4. • 2 Floor plans. , ❑ 2 Engineered Tie Downs or Foundation plans. ❑ 6. Sanitation and site plan"approval from the Environmental Health Department. ❑ 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required). Commercial, New, Additions and Remodels: ❑ 1. 4 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ 2. 4 Engineered plans with wet signature on plans AND 2 sets of stamped and signed calculations, with code analysis. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation (if required). ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Statement of Intent for Non -heated and A/C (if required). ❑ 8. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed by the engineer. ❑ 9. Letter of intent. ❑ 10. Hazardous Material Form. 3 ❑ 11. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530) 538-7541. OVER FOR BUILDING PERMIT APPLICATION KAFORMSSUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 4-30-04 . .. e _ nye a.. -.r.. ...�-�..,:..»,...-` .- ... M, •..•'rte..: .,.. .�, .. ... �. _ �.� t , COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: h V1 jt� 44411, ASSESSO `/ PARCEL NUMBER - Proposed Building Use: I V 0.�� 1'y J (' [/moo 7- Counter Technician:OW Date: 4�2 6 It ms required in order to apply for a per it. All box6 MUST be checked.OR marked NA in order to apply. 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. . ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans'AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner ❑ 14. Hazardous Material Form IUA 15. Sanitation and site plan approval from the Environmental Health Department ing�Ehim9-GFev4l'e, as-applieable.-7-7 ❑ 16. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers............................................................................................ ❑ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required ........................................... ........ ❑ 20. Erosion Control Plan Required......................................................................... 21. Fees as shown on the attached Schedule of Fees Due Sheet .............................. .... CW 22. City of Chico Plumbing permit........................................................................ ❑ 23. California Department of Forestry plan approval ❑ paid. Sent by: ............. ❑ 24. Planning approval (A) Use: (B)Parking: (C) Parcel Check: Cl 25. Contact Land Development about _ Improvements, _ Drainage ......................... ❑ 26. NPDES Form............................................................................................. i 27. Encroachment Permit for driveway froWhP blic Works Dept ........................... 28. Pre -Inspection for �A( S4grequired....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier and Policy Number .......................................... ❑ 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 32. Letter of Signature authorization......................................:............................. ❑ 33. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 34. Manufactured home utility clearance ................................................. :............. ❑ -35. Existing violations and/or expired permits......................................................... 36. DeeRestriction..-` 37, rant Deed 1 H Title/Statement of Facts, ❑Letter from Legal Owner, eck to H.C.D. $ ❑ 38. Other: ❑ 39. Other: When issued Telephone 1-75 C061 and hold for pickup. I have bee formed of the above items and requirements for obtaining a building permit. Applicant: A 11WZ4 Date: 7-6- G q 1. Index permit applica 'on for the abov ems numbered_ : Plan Check Letter 2. Additional items re�q�uired Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the qNve data by ❑ phone, ❑ mail, ❑ counter by Date: Plans reviewed by: Date: -,1;9.0'f-Plans approved by: _ Date Structural reviewed by: Date: Structural approved by` Date: Note transfer by: Date: Yellow: Building Division COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT OF FEES OWNER A.P. # — --� PROPROSED BUILDING USE DATE RECEIPT # DATE REC. 1. BUILDING PERMIT FEES --- Balance Due .................. $ --- Additional Fees Due........... $ --- Revised Plan Checking Fee.... $ 2. SCHOOL DISTRICT FEES O(M'z� (142 (paid at School District Office) (form available after Plan Check) 0� 3. SHERIFF FEES (paid at Building Division) Residential............ X $360.00 =$ Units Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit)..... X = $ # Units. Amt. Commercial (Sq. Ftg.).... X = $ Sq. Ftg. Amt. 5. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK FEE $89.00 (paid at Building Division) 8. WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone Zone Commercial (sq. ftg.) ......... 10. OTHER X =$ # Units Amt. X =$ Sq. Ftg. Amt. At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed,4uring the p4an checking pKocess. APPLICANT U DATE Pursuant to Government C6€ Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 2/2003) W4"Is _ v BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) ' School District �V r tt- lr E 461-4 Building Department No. p�'� 1 q % c 5 A.P. Number o30 13r► •a -a o Jurisdiction: City OCounty Property Owner----i-t-� Property Location/Address 1 74 t?�1 GGA Subdivision Lot No. Residential Development Q No of Living Mobile Home Units Installation Commercial/Industrial Q Q New Addition Building Department Representative .............................................................. ....................................... Sq. Footage 1344 Addition/ 'Supplemental to (Group R) Conversion Permit # *(No foundation inspection) ........................................................................................... _... � Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Sq. Footage (Including Exterior Roofed Areas) 7•P3 04 - Date District Identfication No. 050019 Or aV t Q' U n 1 Dn School District certifies that Clit i1 i� i i1��a (Applicant) lay ,/.a - (Street Address) .J J (Phone Number) N-ov �) l9- I C& i9j qK (City) (State) (Zip Code) has complied with the requirements of Resolution No. representing 13 � Y square feet. School District Paid by Check # O Y C M A Remarks: by payment of $X { YYt {1 r 2926 i LL MRIGATIOM $ -7 A Date I 1 Ct S-4yve D Y v ow> W. 1-41 L'y A No9ca: You may protest the Imposition of the fess Identified above by submitting a written protest to the District, In compliance with Govan i wd Code Section 66020(a), within 90 days from the date fess am paid. Faliure to submit a timely written protest will prohibit you from challenghg the imposition of the fess in any court action. M, subsequent to the School District Represerdstive signing thio Bulte County Schools Impact Fes ceMfication Form, the School District Is noti iod by the applicable Loed Planning Agency that this project Is being reviewed under the Callfomis Environmental Quality Act (CEQAj tlrb project may be subject to additional school hes to fully mklgate Its Impact on the school dloble t schools. White (applicant), Yellow (building department), Pink (school district) feeform.>ds (10/03)dmm BUILDING PERMIT NUMBER: 04-1979 Address or location of unit: 1248 BIGGS AVE., OROVILLE CA. 95965 Legal Description of Real Property: AP#: 030-131-020 SEE ATTACHED (x) Mob ilehome/Manufactured Home () Commercial Coach Has been,affixed to the real property above by installation on a foundation system pursuant to Health and Safety Code Section 18551. Owner's name: DOUGLAS CUNNINGHAM, DARRIN M. KEAN & RANDY McCASLIN Owner's address: 63 PEACHY KEAN WY., OROVILLE CA. 95965 INSIGNIA OR HUD NUMBER: 286597B/286598A SERIAL NUMBER OR V.I.N.: 31700149-U MANUFACTURER'S NAME: UNKNOWN YEAR: 1984 OFFICIAL APPROVING INSTALLATION: DATE: 9 - -n.,;) - eA0 - PHONE: (530) 538-7541 H.C.D. 513C Vector Dynamics Foundation System INSTALLATION INSTRUCTIONS for the State of California Version 91212003 FOOTER SIZES WIND ZONE I - SINGLE INDEX PAGE RELEASE - DOUBLE Approval swMACMEDROMMO MI SECTION NUMBER DATE - HIGH PIER IOUNDAmON SYSMU 9/2/03 WIND ZONE 11 - SINGLE 13 9/2/03 =4TH MW SAiE'tTf Mrs. S== IOU AffROVW INTRODUCTION 2 9/2/03 15 9/2/03 V -DRIVE & PIER SYSTEMS 16 9/2/03 SOIL CLASSIFICATION lo comwu-rscM MOran GENERAL INSTALLATION 3 9/2/03 9/2/03 trn►,v. mss WnAtTlHOitIZB t>R A"0'V8 A2 PARTS LIST 4 & 5 9/2/03 G.MMM OR MIAMON nOM REQUMMMMi AI'Y MAMA giAU LAWS AND 3t50M A3IM LONGITUDINAL DEVICES 6 9/2/03 cdowsk 1 PIER HEIGHTS 7 9/2/03 aS�saumasA SET-UP INSTRUCTIONS 8 9/2/03 x W FOOTER SIZES WIND ZONE I - SINGLE 9 9/2/03 - DOUBLE 10 9/2/03 - TRIPLE 11 9/2/03 - HIGH PIER 12 9/2/03 WIND ZONE 11 - SINGLE 13 9/2/03 - DOUBLE 14 9/2/03 - TRIPLE 15 9/2/03 V -DRIVE & PIER SYSTEMS 16 9/2/03 SOIL CLASSIFICATION 17 9/2/03 CONCRETE INSTALLATION 18 & 19 9/2/03 COMPONENT PARTS AVAILABLE UPON REQUEST ,PA4-e-s -m..L- = k. wl r- 00 Lq C) N O M O I Building Permit Number: 04 — Iq 79 Owner Name: Chw ir)ed 1 Residential Construction Requirements IMPORTANT This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or alterations on same without written permission from the Building Division, County of Butte. All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 2001 California Building Code (2001 U.B.C), 2000 California Plumbing Code ( 2000 U.P.C.), 2000 California Mechanical Code (2000 U.M.C.) and the 1999 California Electrical Code (1999 N.E.C.) COMPLY 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 2of 2 Building Permit Number: o y —19 7 Owner Name: C"h 1 F73 h(-rn z_ 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: All structures and equipment including overhangs shall be clear of all easements. A setback of J�j feet from the side and S 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. NO I 1 0 CQ - 13 Ci Ln LO M. ri 00 + ... .. .13 .... . BUTTE' COQN I I u DI9TMFI-4 OLPING EPA P P R 0 v I 43 r_j NO I 1 0 CQ - 13 Ci Ln LO M. ri 00 + ... .. .13 .... . BUTTE' COQN I I u DI9TMFI-4 OLPING EPA P P R 0 v I 1. Owner's Name: D.. --C—j,4 M i r( G H A ►` , 2. Assessor's Parcel Number: 0 3 0 13 i 02-(-) 3. Installer's Name: t414 114 C. a A 4. Is the site currently under permit? Yes[ ] NoV—] Permit No. 5. Is the site an existing site? Yes [>q No[ ] (If yes, furnish two plot plans). 6. What is the electrical rating of the mobilehome? f 00 Amperes. 7. What is the mobilehome site circuit breaker rating? .7 (-) (D Amperes. 8. What is the electrical rating of the mobilehome site? 2-00- Amperes. 9. Is the main service remote from the mobilehome site? Yes[ J . No K] If it is, what is the rating? Amperes. 10. Is there any other electric load to be served by the mobilehome site electric service (i.e. well, garage etc.)? Yes[ ] No[X] If yes, please identify the load and size: a) The mobile home site: Load- Amperes - b) The main service: Load- Amperes - 11. Type of gas service at mobilehome site: Natural CX ] Propane[ ] None[ ] 12. Size of gas pipe at the mobilehome site from the meter or tank: 31 inches. 13. What is the gas pipe length from the meter or tank to the mobilehome?j3_(ft.). 14. What is the mobilehome gas demand? i3--,000 B.T.U.* *(This information is not required if the pipe length is less than 6 feet on natural gas or less than 50 feet on propane). THE OTHER SIDE OF THIS MRM MUST BE COMPLETED IN ORDER TO PROCESS THIS PERMIT APPLICATION ELECTRICAL, MECHANICAL, AND .Pt..UN19ING C'ONSTRUCTIO-11v (LVOT PLAN CHECKED i SHALLCOMPLY WITH CURREh1T E Cd s10N OF NEC, UM -C AND Un. May 1995 8.5 Mobilehome Manufacturer: i y L 04 b Manufacture Year: If other than single wide, furnish Setup Model Number: ; L2 ,l( It 0 7 Width:_2,..�(ft.) Length:_,-_(, - (, (ft.) Tagalong or Expando Size (ft.) On all mobilehomes manufactured after October 7, 1973, furnish manufacturer's installation manual and structural setup sheets. FOOTINGS: Wood pressure treated or foundation grade[XC] Other: SUPPORTS: Concrete block[)(] Other: Provide Tie Down Specifications for all Mobilehomes: •E, C -:,:-c-> Pier Footings Sizes and Location MULTI -WIDE - Line 2 ................................................................................................ Main Beams Line2................................................................................................ Line 1 .............. Main Beams ................................................. ine 5 Tag or Triple e4 ine 1 Line 1 Piers: Size minimum: r i x Spacing maximum: ` From ends -maximum: ` Line 2 Piers: Size minimum: Spacing maximum: - Line 3 Roof Loads: Size minimum Location (from front). Line 5 Roof Loads: Size minimum: Location (from front): May 1995 .ine 1 Line 2 Ane 2 Line 3 Eine 2 Line 2 Line 1 Line 1 Openings Size minimum: x [30]• Each side of openings with width over: C7 Line 4 Piers: x [3 e ] Size minimum: [ ] x [ ] ` O Spacing maximum: ` ` 6 From ends -maximum - ` F:1 i zyx3p z4�3a ZVk 9 C�� , 5ra" 32-1-1, 1.1Z; -t, �P�s 8.4 SITE PLAN .1. �_ .. .. .. .. .. .. ..................... .. .. .. .. .. .. .. ......................... .._ .. .. .. .. .. ....................... ... ..................... ....................... .. .....................:.. .. ...... .. ... .. .. .. ._ .. ... .. .. .. .. .. .. .. .. .. .. .. ............. .. .. .. .. ............. ...... .. .. .. .. ... .. .. ... .............. .. .. ... ...... .. ... .............. ... ------ .. ... .. ........... .. .. .. ... .. .. .. .. .. .. .. .. .. _. .. ._ .. .. .. .. ................ _ ... _ ... ° ... .. ... .. .. ... .. .. ,. .. .. .. .. .. .. �8 4 . . .. .. ...- .. .....- �..� . 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G Assessor's Parcel Number: ©30 o0 — © E © — 0 OZ []o Scale: I"= 0 Owner Name u c, 4a rn Address / Phone No. 5> b ?y Lf�2MG 9 y Site Location i a Q 8 12) 1 G G S div O Q-01.)FL Lt Contact: Name �'' ► ti c, H q Phone — OGabar 23, iD03 - FOR OFFICE USE ONLY Zoning: General Plan Desig: Size, Acres 4.00" PROVIDE FOR ALL ADJACENT PARCELS SIZE (AC): ZONING: GEN PLAN: USES: s I oil � I / g SITE PLAN ............ .... .. :... .... .. ._ .. .. .. .. .. .. .. .. .. __ .. ... .. .. ... .. .. ....t .ri. .. .. .. .. .. .. ... .................... ........i............................ ............ .. ............. .. .. .. .. .. .. .. ._ .. ... .. .. ... .. .. .. .. .. .. .. ................................ .......................3.................... .. .. .. .. _. .. .. .. .. ......................... .. .t...... .............�......:..... _........... i......�. .. .. .. _. .. .. .. .. ... .. .. .. .. .. .. .. ... .. .. .. .. ............ .. .. .. .. ...... ...... ...... .. ............. .. .. .. .. .. .. .. .. ... .. .. .. .. .. .. .. .. .. .. .. ... .. ............. ------ .. .. 3 ......:.....: ......3 .. ._ .. .. .. •• ........... .. .. ... •. .. ... .•...................... .. .. _ ... .•....._ ... .• .. ... ._ .. .. .. .. .............. .. ................................. .. ..................... .l.. o.. .. .. .. .. .. ... .. .. .. .. .. o►�.. .. .. .. .. .. .. .. .. .. .. .._... .. .. .. .._... 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Dw�m - - ........ -O ........................... .. ... ..............y...; .... .. ..i.. — — ;. 3t2 g T Tt" ` .. .. .. .. .. .. .. .. .. .. ..� .................... .. ............ ............ ............ _ ............ .. ............ - 3 - . . ... _ ... - .. .. . -- - ....... ... .. .. ... .. _ ..................................---• 4 . . . . . . . . . . : .. .. .. .. ... . . . . . . . . . . . . . . . . . . . . . . . . . 8o I ............. . . . . . . . . . . . . . !`3 Assessor's Parcel Number: ©a] 00 — El [51 ©— E Q © Scale: 1" _ 0 Owner Name D Lv&4kuc Address/ Phone No.,< 5> b try ��2n�c � s'3'v 9 y (-' 8 i I Site Location i 2 Q 8 G G S L L Contact: Name _� ► ►� c. H A y''` Phone S 3 0 9 5 G G a0�23�M FOR OFFICE USE ONLY PROVIDE FOR ALL ADJACENT PARCELS Zoning: SIZE (AC): General Plan Desig: ZONING: Size, Acres GEN PLAN: 4.00" USES: 1. Ct � f S J v-' a o - O ,z r_ w � � 43 C� J J t` a 1. Ct � f S t Ct � f S el CIO zo a m RECORDING REQUESTED BY Recorded 1 REC FEE 10.00 Mid Valley Title and Escrow Company Official Records County Of I TAX 26.40 Foreclosure Nb. 214203GW I PCOR-PR 20.00 BUTTE Order No. CANDACE J. GRUBBS j Loan No. Recorder I I WHEN RECORDED MAIL TO: ROSEMARY DICKSONAssistant 1 Nark Randy McCaslin 09:00AM 21 -Jan -2004 1 Page 1 of 2 Darrin M. Kean Douglas Cunningham 63 Peachy Kean Way Oroville, CA 95965 APN#030-131-020 SPACE ABOVE THIS LINE FOR RECORDER'S USE MAIL TAX STATEMENTS T0: DOCUMENTARY TRANSFER TAX $26.40 SAME AS ABOVE _ Grantee AM foreclosing beneficiary, t�hange of O,nmer• CYw; ge of _r�rr:: Consideration paid at the sale was: $23,589.00; �` r ship Statement NOT shin s+ ::rr.:: ;^'i: The unpaid debt was: $23,588.98 Filed. (sec. 480 R & T t'itud. (; ^. ;•n ,°: ( Computed on the consideration or value of property conveyed; Code) sent to matlmp OR address on docum It V__ ................... Computed on the consideration or value less liens or encumbrances remaining at time of sale. The undersigned declares under penalty of perjury Signature of Declarant or Agent TRUSTEE'S DEED UPON SALE MID VALLEY TITLE AND ESCROW COMPANY, a Corporation, (herein called Trustee) does hereby grant and convey, but without covenant or warranty, express or implied, to: RANDY McCASLIN, DARRIN M..KEAN AND DOUGLAS CUNNINGHAM, EACH TO AN UNDIVIDED 113 INTEREST (herein called Grantee) the real property in the County of Butte, State of California, described as follows: THE REAL PROPERTY AS MORE PARTICULARLY DESCRIBED IN EXHIBIT "A" ATTACHED HERETO AND MADE A PART HEREOF This conveyance is made pursuant to the authority and powers vested in said Trustee, as Trustee, or Successor Trustee, or Substituted Trustee, under that certain Deed of Trust executed by Terry J. Crosby and Juanita M. Crosby, husband and wife, as Joint Tenants, as Trustor, recorded November 9, 2000, as Instrument No. 2000-43446, of Official Records in the Office of the Recorder of Butte County, California; and pursuant to the Notice of Default recorded August 8, 2003, as Instrument No. 2003-52902, of Official Records of said County, Trustee having complied with all applicable statutory requirements of the State of California and performed all duties required by said Deed of Trust, including, among other things, as applicable, the mailing of copies of notices or the publication of a copy of the notice of default or the personal delivery of the copy of the notice of default or the posting of copies of the notice of sale or the publication of a copy thereof. At the time and place fixed in the Notice of Trustee's Sale aid Trustee did sell said property above described at public auction on January 20, 2004 to said Grantee, be in th highest bidder he 23,589.00 cash, lawful money of the United States. / l Dated: January 20, 2004 MID VALLEY `ITL AN as Trustee- / / By: 1-N - Daniel F. Hunt, President TOUS.00C (REV. 1196) Page 1 , p(corporation F6reclosure No. 214203 Exhibit "A" All that certain real property located in the County of Butte, State of California and described as follows; BEING A PART OF LOT 7, BLOCK 100, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "THERMALITO, BUTTE COUNTY, CAL.", WHICH MAP WAS RECORDED IN .THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID LOT 7 AND RUNNING THENCE EAST ALONG THE SOUTH LINE THEREOF, 257 FEET TO THE TRUE POINT OF BEGINNING FOR THE PARCEL HEREIN DESCRIBED, SAID TRUE POINT OF BEGINNING BEING THE SOUTHEAST CORNER OF A PARCEL OF LAND CONVEYED IN A DEED FROM HARRY K. ANDUL TO CLARENCE MASTERSON, ET UX; RECORDED SEPTEMBER 21, 1959, IN BOOK 1019, PAGE 6, OFFICIAL RECORDS; THENCE FROM SAID TRUE POINT OF BEGINNING, CONTINUING EAST ALONG SAID SOUTH LINE OF LOT 7, FOR 80 FEET TO A POINT; THENCE NORTH AND PARALLEL WITH THE WEST LINE OF LOT 7, FOR 210 FEET; THENCE WEST AND PARALLEL WITH THE SOUTH LINE OF LOT 7, FOR 80 FEET TO THE NORTHEAST CORNER OF THE ABOVE MENTIONED MASTERSON PARCEL; THENCE SOUTH ALONG THE EAST LINE OF SAID MASTERSON PARCEL, 210 FEET TO THE POINT OF BEGINNING. AP#: 030-131-020-000 STATE OF CALIFORNIA )ss COUNTY OF BUTTE ) On January 20. 2004 , before me, GREG WOOD , a Notary Public in and for said State, personally appeared Daniel F. Hunt personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose names) 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 `f which the person(s) acted, executed the instrument. WITNI S,S my hand and okficial seal. 16 (This area for official notarial seal) Tous.00C (REV. IM) Page 2 GREG WOOD pi. Comm. #1278505 NOTARY PUBLIC CALIFORNIA 0 BUTTE COUNTY -+ gox My commission Expires Oct. 25.2004 16 (This area for official notarial seal) Tous.00C (REV. IM) Page 2 STATE OF CALIFORNIA )SING BUSINESS, TRANSPORTATION AND HOUSING AGENCY •�0 gtiO• DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT Z DIVISION OF CODES AND STANDARDS 3�; �'�1 fit w REGISTRATION AND TITLING PROGRAM 3G aZ 0 BILL OF SALE OEv�� SECTION I. DESCRIPTION OF UNIT This unit is a (check one): f Manufactured Home/Mobilehome Commercial Coach Floating Home E]Truck Camper The Decal (License) No.(s) of the unit is: -/y /� The Trade Name of the unit is: �J !�G1 ►)�� ii The Serial No. (s) of the unit is: 1 70 SECTION II. STATEMENT OF FACTS For the sum of %->°x.; %ha_60nj dollars ($ %0i 000 ) and/or other valuable consideration in the amount of T/ , the receipt of which is hereby acknowledged, I/we did sell, transfer and deliver to UO U0) t�CPh Y) Y1C1% 0 1 Buyer on the of I day o)Z- . 20 0 , my/our right title and interest in and to the above- described unit. SECTION III. SELLER'S CERTIFICATION I/We certify under penalty of perjury under the laws of the State of California that the following is true and correct: (1) I/we are the lawful owner(s) of the unit, and (2) I/we have the right to sell it, and (3) I/we guarantee and will defend the title to the unit against the claims and demands of any and all persons arising prior to this date and (4) the unit is free of all liens and encumbrances, except for the lienholder shown below', whose lien presently exists and has not been paid. Executed on / 4//o / at -e i VY90 y— Date J------- city State Signature of Signature of Seller Address So Date' lel/,2✓1®1-/ Date S XJ) Street Address or P.O. Box City State v Zip Code SECTION IV. LIENHOLDER'S INFORMATION NOTE: The space below is NOT for liens created by the buyer in this transaction. 'Lienholder Address Address or P.O. Box HCD 475.1 (REV 04/02) City State Zip Iq RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 COPY of Document Recorded 16 -Oct -2000 2000-0039858 Has not been compared rith original BUTTE COUNTY RECORDER SPACE ABOVE THIS LINE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to its contents to all persons thereafter dealing with the real property. WALLACE SCHWARTZ AND KATHERINE SCHWARTZ-KRANIER REAL PROPERTY OWNER/LESSOR PO BOX 1415 MAILING ADDRESS CHICO, BUTTE, CA 95927-1415 CITY COUNTY STATE ZIP 1248 BIGGS AVENUE INSTALLATION MAILING ADDRESS, IF DIFFERENT OROVILLE, BUTTE, CA 95965 CITY COUNTY STATE ZIP SAME UNIT OWNER (if also property owner, write'SAME') MAILING ADDRESS crrY COWTV STATE LP UNIT DESCRIPTION BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE MAILING ADDRESS OROVILLE, BUTTE, CA 95965 CITY COUNTY STATE ZIP 00-1484 (530)538-7541 YGMATU ERMR O TELEPHONE NUMBER 10/12/00 SIOF LOCAL IVPIY 0 ICTAL DATE NONE DEALER NAME (if not a dealer sale, write *NONE") DEALER LICENSE NO. FLEETWOOD 1979 UNKNOWN MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAME/MJMBER CAFL 1 X814171406 60'X 12' CAL091947 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNIA/LABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION ASSESSOR'S PARCEL NUMBER A.P. # 030-131-020 SEE ATTACHED HCD FORM 433(A) REV. 8/91 WHITE -County Recorder CANARY - HCD PINK - Applicant GOLDENROD -Building Dept. T -NOTES RESIDENTIAL 030-13-1-020 00-1484 PERMIT NO. SCHWARTZ, WALLACE 1248 BIGGS AVE., OROVILLE CONTR: OWNER NEW MH ON PERM FND THE HCD FORM 433A FOR THIS MH CANNOT I BE RECORDED UNTIL ONE OF THE FOLLOWING HAVE BEEN TURNED IN TO THE BLDG DIV: (1) LICENSE PLATE(S) or DECAL(THE INSPECTOR'.MUWT•RETRIEVE) (2) STATEMENT OF FACTS(ONLY ON NEW MH'S) INSPECTOR TO VERIFY SERIAL & LABEL #'S v r+q LT SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER i OFFICE COPY Address • I' GAS Meter By Dat ELECTRIC Meter By Date JOB FINALED Signature, ./ = OK 0 = Not OK r - = Not -Applicable MOBILE HOMES = Nbt Ready. Date ' MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MiH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 82 Gas; Locatio es rap;-/ /" L'ft. / P Nat. /"L"ft./,P,:!5PLPG 7. Well Clearance VDIcofinect 8. Utility Clearance t � 1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date BILE_046ME STALLATION (Plans) OK except #'s Z g Requirements -Setbacks -Easements Footings; Size -Spacing -Marriage Line 3. Gas; Me - emand-Valve-Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 t Date Card B-1 Date Card B-1 Date 'Card B-1 MISCELLANEOUS i 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- Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors t 7. Electric t 8. Frm Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Root; 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 -GF] If` 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater I j 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ✓ = OK 0 = Not OK ' .'= Not Applicable Read Not Ready RESIDENT,)AL (Single & Duplex) = Date Underfloor (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Fig., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped Date 6. Stemwalls, Garage; Steel- Blockouts-Wrapped Card B-1 Date Card B-1 6a. Hold Downs and Special Anchors 40. 7. Slab, Steel -Wrapped Walls Studs -Nailing Spacing & Braces -Plates -Sound 8. Piers -Fireplace Ftg.-Steel 43. 9. D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 54. 11. Water Pipe; Test -Anchors -Regulator -Service Test Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 12. Electric Underground 57. 13. Plenums & Ducts; Clearance -Material -Support -Ins. Glazing Area -Glass Protection -Skylights -Plastic 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 60. 15. Access & Ventilation 16. Insulation 69. Stairs & Rails Date 70. Card B-1 Date Card B-1 Date 71. Card B-1 Date Card B-1 Date 72. PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 79. Insulation -Foam -Looked in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 82. 24. Elec. Receptacles Spacing -Lights & Switches at Doors 83. 25. Size Boxes & No. of Conductors Stapled 84. 26. Romex Installed Close to Edge of Studs & C.J. 85. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 86. 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 87. 29. Subfeed Wire Size / / ga. Cu or M-A.C. Wire Size / / ga Cu or AI 88. 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or Al Insulated Neutral ❑ Yes ❑ No 89. 31. Service -Riser Conductors & Ground Main Disconnect 90. 32. Equip. Clearances Panels-Motors-Mech. Equip. 91. 33. Clothes Closet Light -Shower Light -Spa Light 92. 34. Smoke Detector 93. Energy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Date MECHANICAL (Permit) OK except #'s Date 35. A.C. Ducts Insulation & Support Card B-1 Date Card B-1 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One T -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 82. Following Instld./Drive 0 Yes 0 NoMalks 0 Yes :1 No/Planters 0 Yes No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE • BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A/ntact indicates that the following violations of butte county Ordinances exist at the ashould be corrected. Please notice this office when correction of work is cave any questions pertaining to this matter, or need additional explanation, poffice immediately. y Date 4 Inspector`_ REV 10/92 //. Date 4 Inspector`_ REV 10/92 } TAX CLEARANCE CERTIFICATE. -- ❑ Wbilehome' ❑ Floating Home:.,.'- COUNTY ome COUNTY OF BUTTE - -- . SERIAL NUMBER/HULL NUMBER. Sr ' CAFL1X81417140 _` � �' ``�"�j `: This` iDECALNUMBER/CF NUMBER " t SB 1, 459, 14 LOCATION OF HOME Y. ASSESSORS PARCEL NUMB!&41- .��� 775 YUBA 1 031-237, 1-00 P _l, I' CRED OWNER NAME Sy{ >e APPUC/INT NAME. OGLE j OHN ' TI,�� nvI ADDRESS JbR�AN, ,ROERT G Fi1`''6� 775: YUB VENUE Ir R. '%'= ¢B�PICINSr,T,�HOLLY� ADDRESS % f xa " /. d►. . . e ": 3124 'DO j�I. OD -. RIV$ ROVILL ,. CA 95965^.' j CORONA'%A.- This certificate is There may be a supp additional bill. Dated - 02/03/94 , 19 - which may create an ..- COUNTY TAX COLLECTOR COUNTY OF BUTTE - DEPARTMENT'OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville,-Califorbia 95965 - Telephone (530) 538-75410d� PER 0• (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 930-131-020 ZONING AR BUILDING PERMIT OWNER WALLACE SCHWARTZ TELEPHONE - 5P,9-5844 S0. FT. OCC. BUILDING VALUATION 840 45,360.00 OWNER'S MAIUNG AGQRESS PO BOX 1415, CHTCO 99997 CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTORS MAIUNG ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 194.25 ARCHITECT OR ENGINEERS "UNG ADDRESS Plan Checking Fee $ BUILDINGADDRESS Energy Plan Checking Fee $ $ PERMIT FEE $ 23 -25 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome CA Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe work: M/H ON PERM FOUND EX SITE Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W @20.00 PERMIT FEE $ 65.00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200, OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION 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. '0 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permitis issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work ;f—a valuation of one hundred dollars ($100) or less.) J I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. ���� //��� ��'' `/ BB X �Vn/A ,.f- �`v�°rC. Date ._��_ Signature of Applicant -cQ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 46.00 NEW CONST. DWELLINGOCCUP. SO OR ADONS. ( & ACC. BUDS. 3.50FT, NON -ID. MU LT @7.501 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES 20 p I.00BAS o .so FIXDLINIS Ex. Occup. ouris a 0°Ea 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirino 23.00 PERMIT FEE S MECHANICAL PERMIT Fling Fee 20.00 Heating Coolin Hood 6.50 Ventilation PERMIT FEI: $ Mobile Home Installation Fee $ Energy Inspection Fee $ OCC . TY CONSTPE TOTAL FEE $ 302.25 �:J D PEEs IMP X FLOOD X cOP PARCEL PD Ho X ISSUE This permit is hereby issued under of the Butte Coun Code and/or indicat fo hich fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date V 7 �� De ReceiptNo. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT .Y a COUNTY OF BUTTE - DEPARMENfr"DEVELOPMENT SERVICES - BUILDING DIVISION 1 '� e 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SGS wy, 1ERMIT APPLICATION DATA SHEET V�NSOh UV ` Q �OE�2�U/UtJV ?,ASSESSOR PARCEL NUMBER: 6XP.41 roposed Building Use: Building Inspector: 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 items have been submitted.------------------------------------------------------------------------------------- O<ot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ O;Engin mplete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- n ' eered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- eered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ ❑ 6. Energy Design Compliance and supporting documentation. -------------------------------------------- ------ 0 7.. Statement of Intent for Non -Heated and A/C Buildings. installation instructions including Tie Down Specifications .--------------`--- % — /_o O Fees of $ Impact fees as shown on the attached schedule.' --- California Department of Forestry plan approval/fees. �f 13. Flood elevation certificate. --------------------------------------------- �5_ Sanitation and plot plan approval Health Department. 1115. City of Chico plumbing permit. --------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. --- ❑ 17. Planning approval for (A) Use: - (B) Parking: ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). ---. ❑20. Pre -inspection for required Request to Building Inspector on 021. Contractor's license information. (Number, Name Style, Classification). El 22. Workers' Compensation carrier and policy number. ----------- ,------------ ❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- I ------------------------------------- Letter of signature authorization. 6-------------------------------------------------------------------------------- Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- -%-b O 026. Letter of intent on building use. ---------------------------------------------------------------------==------------ ❑27. Manufactured Home utility clearance. ------- -----------------------------------------------------'-------____-- rp ❑ Existin o tions and/or x iced a ;mi - ---------------------------- g P P -------------------- A an eed,jH. Title, Check to H.C.D' $ .--------------- 030. -------------- ❑30. Other: ------ en you issue e t ro s a follows ❑ Mail to owne&C3M6iVI �j° ctor. Tel hone and hold for pickup a 1 office. ❑ Deliver with inspector. Apph*: 414 t Sir wy P 2 Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air tion Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: 1't (Date) — t� �-2-7b ❑ Plan Check List 2. Additional items re uired: ♦ -�jl/ Contractor, designpwas advised o the above required data by ffIggone, ❑ i9ail, ❑ Building Division y � Date: !a Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: Plans approved by: Date: 21] Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. wt A00: 03 0-13)-p? 0 W A- I lhlle ahwa/(t, aq 9 !�!a- 6-) s Ove. Ile I wAa � R• r CD w 6" Q 1. 3Q' ur CL sr I 3/9' PLATE 0 sem• r Dorn. GRIPPE& BRISE � tea.. tr— W MATT O O O 1 +r %mra nATE W z V bolts 0 0 0 Typ of 4 Tz�zyte�l � • M. of Z GRIPPER BASE GRIPPER PLATE p w TOP \AEW - MGP - PAD. ! ! QQ a j . r;;m_ l-1/2`SCSI. 40 PIPE GRADE 5 PQJ OR EQUAL WITH 3 OR MORE ♦ • ♦CK Mi8 x• LOCKMADJUSTER HOLES C ox PIN - 2" SCH 40 PIPE AH W/2 ADJUSTER HOLES SIDE VIEW - MGP - PAD2`SCH 40 PEPE - 1VELDED TO 1/4" BASE PLATE_ _ 9 2'XZ'X3/16' 3 BAA vi 6 too .0 ANGEE IR x 39*FTLLU WEin. 28• LONG TIT oP a asxrcm. RAM mscux.(I 21• "cu TV. / M END MEW - MGP - PAD 1AGP–'UNDERLAYMENT GRADE PLYWO. P & 5 CCA PRESSURE TREATED DESIGN LISTED AND TESTED BY: BSK ASSOCIATES WAYNE T.. POL-VADO, PE - LIS TNG NO. F94249 %' X 6^ ANCHOR BOLTS TYP OF 4 6(�BQEFIo6(E FOUNDA7M SYSTM REAMANDSAFE--YCODp, me pHi;AP-Yiii -PACIFIC CoNsuallls ENGINEERS APPROY6D 2150 �Avwmn #145 PA. *IGM44 6 sacranrn6o, CA.9SUS Fat: M -864 4M SURIEXT To LxxuL�17pN3 NOM �m� �",«�b � TUF 1 PERMANENT AMXAW8 SWm LAW3 ANO RMMAA M FOJETON SYSTEM OF COD _ Afd1 � � �� •�� V, y % a. . F COMPANY SEA ma —1 lo'Y—✓ � � 6 Al F i Y• C' �s95306 4 k, nrP!gAyportl FWe. �Lbl3CP-,3 k.2- /-*J( ql&- 3k3-.6 207 CV m W CD Q O- O U UT W O[I a GE.NERALNOTES GUS GUARD TUF�I 1. DESIGN LOADS LIVE LOAD - 10LB. FLOOR LIVE LOAD - 40 PSQ WIND LOAD - EO MPH E)O'OSURE -C- SEISMIC ZONE `4" • SNOW LOAD 100 PSF 2.. TTVS FOUNDATION SYSTEM IS DESIGNED TO BE CONSTRUCTED ON A FAIRLY LEVEL SITE VU7H NO EXSTING SOIL PROBLEMS. 1 CHASSIS BEAM SUPPORT SHALL HE LOCATED AND SIZED FOR TLE LOADS AS SHOWN IN T'AE XfOBfLE ROME 04STALLATIOPN INSZRUC7TON. 4. IN AREAS WNERE DIFFERENTIAL SETTjjENTj T (DS, I CAN OCCUR. NL NUFAC7URED• . HOME SHALL BE READI WED WHEN D.&EXCEEDS U4- OR WHEN fl• WILL BE ADV17L4ZY AFFECT MANUFACTURED 130 E UNIT. 3. CARRY ALL FOOTINGS DO0WN TO FIRM. UNDISiURnm SOIL- FOMINGS ARE DESIGNED FOR 10"7 PSF TOTAL LOAD SOIL PRE'=ME AND SJIALL BE COMPATIDL E WITH LOCAL SOIL CONDITIONS. COMPACTED SAND MAY BE USED 7T) F21 LOCAL VOIDS UNDER PADS. 6- SITi(ICTURALSTEEL FABRICATE ACCORDING TO ASIC SPEMCATION& WELD ACCORDING TO AWS SPECWFCATIONS' ELEMOC)ES -370 PLATES -ASTM A36 BOLTS- . SAE GR 5 -ASTM A419 - ASTM A3725. 7. THE GUS GUARD ASSEA®LIES SHOWN BELOW SHALL BE LTSTP.D AND LAKE -Fn BY BSTC AND ASSOCIATES FOR THE FOLLOWIIdG LOADS: ALLOWABLE LOADS HORMON•TAL VERTICAL GUS GUARD TUF-I M004 60" GUS GUARD MGP PAD .2200* 60000 GUS GUARD E -Z TLE PAD 2200* 6900A $ DURING PREL&GNARY BNSPECTIOM THE ESTAIATC)R SHALL ENSURE THAT MOBILE .HOME CHASSIS BEAMS ARE OF STANDARD SE(TTON. •9. EXISTING COACHES MAY BE RETROFITTED TO RESISTSETSW FORCES BY INSTALLM GUS GUARD TUF-I UNITS AS SHOWN ON THIS PAGE OF TYPICAL FOUNDATTO(N PLANS, I0. -ITE GUS GUARD TUF-L SYSTEAS ARE SAFE FOR INSTALLATION IN FLOOD PLADN MEAS WHERE DEPTH OF FLOODING DOES NOT EXCEED THE HEKRiT OF THREE FFFJtT- 11- NRILTIPLE UNIT INSTALLATION IS ACCEPTABLE PROVIDED THE NUMBER OF TUF-L UNITS TINDER EACH UNIT IS THE SANE AS SHOWN REQUIRED PER EACH UNIT 12. SINGLE -WIDE UNTFS REQUIRE ADDTTIONALRESIRADNT. • (SIE SFEET03)' 13- ALL A4TAL COMPONENTS AND ATTACiA�ENTS ITEMS SHALL BE PROTECTIVE ODATID- 14. FOR MGPPADS USE I IIIlEXTERIOR PLYWOOD WITH WOLMANIZF.DTREATSENTTO0,40 MAX PCF= RETENTION WITH DRYING AFTER TREATMENT, IS- LI(a}(T HEAVY -WEIGHT PLASTIC AND STEEL PADS MAY BE USED W PLACE OF WOL,MANIZED PADS. 16. E •Z TIE DOWN USED ON SINGLE-WfD4 ROUND STAFFS (34 X 14) MAY BE USED IN PLACE OF THE 1-X 1!S•' FLAT BAR WHEN SAIL IS EXTREN¢-LY BARD OR IN ROCK HOLES MAYBE PRE -DRILLED WEEN NECESSARY. 17• GUS GUARD TVF-1 FOUNDATM SYSFEM PROVIDES ALLOWABLE SNOW LOAD TO 100 PSF WHET4 W STALLEDWITH Oa BIG S.AMAgDS REQLIIRED BY COACH MANUFACTURER OR RERACE TT1MM ON A ONE 70 ONE BASr, 11L FOUNDATION ELOCICS 26"x 16• z 12• PoLMID IN RACE AT GROUND LEVEL MAYBE USED. AT INSTALLERS DISCRE 7CK AS ALTOwATTVE TO PADS. / z' NWZ PADS IN ANY PAIR MAY BE IODATED 90 DEGREES OB Orr SET To OT73ERSIDE M AVOD C LEARANCE PROBLEM& HEA LrR AND;AfEE7Y COOG.ZCM)f( nV. APPROVED MnLmLTTo COARBCTTOPm HOTS APPPD%u Dm P=AVTEKA=oAApr%M Y/ �M � �a Slam ce caFL.xm DvwftmorHUME dC--.tl 0mdV. WVL41 NOPOODMAND SIA EDAM 1 l a a- — b/GP OR PVC SLERTES STANDARD MH FOUNDA7iONPIERS SUPPOIITPAD AS N= BY THE MANUFACTURER T'YR _ OR TRE EIRMjiM TYPICAL TffiOOUGHOM SINGLE WIDE UNITS E- 7 NM 111• MAX 8= B' ACW 16 MAX TUF-1 PERMANENT- POUNDATION SyMiM DOUBLE WIDE UNITS ABESCO -GUS GUARD COMPANY E= 7 / t r P,O.BOX 128 s5 e' / 2z CATSEYE VALLLY, CA. 953416 PAX -N"" -Mo FM - zx, - k83 % r -0y, w'6-JF3-0-2©7 SHEM 2 OF 3 [A "ARLES le -7Y SEE MILE ad-%Varp i � Llf �f � f �I �IW - !7 3,.1ti SUPPGRT AS BY F1ANI1 ACTLTZZ TYP. REa-1 _ Qlllll� D El El `�Q a - . .�1 F � •I J f f � U 1 F - / z' NWZ PADS IN ANY PAIR MAY BE IODATED 90 DEGREES OB Orr SET To OT73ERSIDE M AVOD C LEARANCE PROBLEM& HEA LrR AND;AfEE7Y COOG.ZCM)f( nV. APPROVED MnLmLTTo COARBCTTOPm HOTS APPPD%u Dm P=AVTEKA=oAApr%M Y/ �M � �a Slam ce caFL.xm DvwftmorHUME dC--.tl 0mdV. WVL41 NOPOODMAND SIA EDAM 1 l a a- — b/GP OR PVC SLERTES STANDARD MH FOUNDA7iONPIERS SUPPOIITPAD AS N= BY THE MANUFACTURER T'YR _ OR TRE EIRMjiM TYPICAL TffiOOUGHOM SINGLE WIDE UNITS E- 7 NM 111• MAX 8= B' ACW 16 MAX TUF-1 PERMANENT- POUNDATION SyMiM DOUBLE WIDE UNITS ABESCO -GUS GUARD COMPANY E= 7 / t r P,O.BOX 128 s5 e' / 2z CATSEYE VALLLY, CA. 953416 PAX -N"" -Mo FM - zx, - k83 % r -0y, w'6-JF3-0-2©7 SHEM 2 OF 3 [A C7 ` m W C'3 a 0_ 1 h RAC KFR.L W/ A. C. r II1C�1� 29* r ASPHALT SEI• WITR ODNCREM PAD Caca'rS� THUISET MORTAP, '.S' MAX MUCt.MS, 1=0.6 CONCRETE SET %UTT1 C40NCREM PAD • 8ED MAD OR EQUAL 2' FROM C tNm • . TOTAL 4 �rr�s:1 CONCRBTB SET WrM MGP PAD Mil - 1VIDE GTH DTH 14 28 28 40_ TO 44 6 8 8 8 IW -1"- 66 12 12 12 12 VER 86 18 16 16 1R LE WIDE UNITS TH DTH f0 12 14 '18 T0.44' B 8 B 6 q4-1"- ' 8 8 8 8 er 10 10 10 10 'SINGLE WOE UWTS REQUIRE GUS GUARD E-Z71E PADS 1108n -E CUE MUNDA111, gy3TS, 71XAMAND S Ll7n C,,r SZCrMN �flIIl APPROv6D r SU816CT 10 CORREcTw,.s KoTm AFM*,oxinCaHc' QArMM8Any .. APP IyCABrg SUM LAWS �Z'.V-Q4'Y+a �ia � °rD.V.Fx D OF CODPS ANO MMIARM Grpu� 0m L3 � WA 10 bus 611bd W-1 Peels are fo be glared a1 gnpm w1flr ex -1 hkpn afar and ftw red 4 1F4STALIA E - Z TIE DOWN SYSTEM Tit 3510 � ia`iv rd O�GN TUF-1 PERRANErTT FOUNDATION SYSTEM ABESCO -GUS GUARD COMPANY P.O:Box 123 CATEMYS VALLEY, CA. 45306 ATC 2eadd ."o SHEET 3 OF 3 6 4 1. Owner's Name: 2. Assessor's Parcel Number: 3. Installer's Name: 0 uJ' ,L . 4. Is the site currently under permit? Yes[ ] No[V] 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? (_Amperes. ' 7. What is the mobilehome site circuit breaker rating? 5—C Amperes. 8. What is the electrical rating of the mobilehome site? S�Amperes. ' [ 9. Is the main service remote! from the m_ obilehome site? Yes[ ] No[ ] If it is what is the rating? % Amperes ' 10. Is there any other electric load to be served by the mobilehome site electric service (i.e. well, garage etc.)? Yes[ ] No[>Y] If yes, please identify the load and size: a) The mobile home site: Load- Amperes - b) 'The main service: Load- Amperes - Type of gas service at mobilehome site: Natural[ ] Propane[ ] None[ ] 12. Size of gas pipe at the mobilehome site from the meter or tank:_ 3 � inches. 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 ftian 6 feet on natural gas or' less than 50 feet on propane). THC OTHER SIDE OF THIS FORINT MUST BE COMPLETED IN ORDER TO PROCESS THIS PERMIT APPLICATTON r May 1995 8.5 IVI H.I.- 2 Mobilehome Manufacturer: O j Manufacture Year: l 7 If other than single wide, f irnis Setup Model Number: j Width:_.2�(ft.) Length: (� D (ft.) Tagalong or Expando Size_j _(ft.) x ! -a (ft.) On all mobdehomes manufactured after October 7, 1973, furnish manufacturer's installation manual and structural setup sheets. FOOTINGS: Wood pressure t7reed or foundation grade[ Other: SUPPORTS: Concrete block[ Other: Provide Tie Down Specifications for all Mobilehomes: Line 1 Piers: Size minimum: Spacing maximum: From ends -maximum: ` Line 2 Piers: Size minimum: [ 12 x [ 301. (pacing maximum: From ends -maximum] ` t in 3 Roof Loads: Sze . 'nimum 120, ion (from front): 1 -in 5 Roof Loads: : jQiJninimum: Z9tion (from front): S M Line 1 Openings Size minimum: Each side of openings with width over: ` Line 4 Piers: Size minimum: Spacing maximum: From ends -maximum OVER Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature.. Please . complete and return. this information at your earliest opportunity to avoid . unnecessary delay in processing and issuing your building permit. No building permit 'will .. be issued until this verification is received. L I personally plan to provide the major labor and materials for construction of the _ proposed property improvement :YES ff ] NO[ Z. I HAVE['] HAVE NOT[ ]signed an application for a binding peranit for the proposed work- 3. ork3. I have contracted with the following person (firm) .- to '-'provide.'- the'proposed construction: NAME:. .:ADDRESS: PHONE: CONTRACTOR'S. LICENSE NO `-- -. - - 4.- I 'plan to 'provide portions of this work, butI have hired the following person' to coordinate, supervise, and provide the major work: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5:` .I will provide some of the work but I have contracted (hired) the following$ersons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK ;D; PROPERTY OWNER: SPCLt SE IBER: DATE: NOTE: This owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. May 1995 2.26 Dear Property Owner: An'application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do yourown w the tion of various trades that you plan to subcontract, you should be aware of the followW;0o n for y efit and protection: 0 If you employ or oth ,6n'gage a9Y-persons o r your immediate family, and the work (including materials and oth costs) is $300 or m e en ' project, and such persons are not licensed as contractors or su on ors, ou may be ployer 0 If you are an employer, e S and Federal Governments as an employer and you. are subject to several obligatio u ' g sta federal income tax withholding, federal social security taxes, workers com nation insurance;-disability.Wsurance costs, and unemployment'compenation contnbutions. 0 There may be. cialrisks for you if you do not carry out these obligation,"and these risks are especially serious with respect to worker's compensation insurance. 0 For more specific information about your obligation under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law; contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "ownerbuilder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned Sincerely, Michael C. Vieira, C.B.O. Manager, Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. May 1995 2.27 .. t AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE. CA 95965 '^IIIIIIIIIIIIII�IIIIIIILIIIIITIII i 20.00=0.02.3897 Recorded I REC FEE 10.00 OfficialRecordsI COPIES 1.50 'Count BUTTf E j CANDACE J. GRUBBS I Recorder I _ ROSEMARY DICKSON I Assistant ' I Kristy 12:0P -PM 27 -Jun -2000 I Page 1 of 2 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 ioned'for agricultural purposes, and residents.of this property may subject to inconveniences or discomfort from the use of agricultural chemicals; including, but not limited to herbicides, pesticides, and fertilizers;' and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. � Butte County has established agricultural purposes and residents within said zones and'on adjacent property should be prepared tot 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: 3 AP 7 CD . >y Date State of California County of BUTTE PROPERTY OWNERS: C`CG WALL SCHWARTZ-BY CARY SCHWART.Z HIS ATTORNEY IN:FACT KATHERINE SCH T - RAMER BY CAR S HW, ITORN_ EY IN FACT.. 4 yL On 6-27-00 before me, DENISE TERRIAH-NOTARY PUBLIC personally appeared_ - CARY SCHWARTZ personally known to me (or provedio me on the basis of satisfactory evidence) to be the person(s) whose names) 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 a person(s) or the entity upon behalf of which the person(s) acted, executed the instrume WITNES hand and official se Signature MMN A.P. # Cos MhW0n #123W4 ft CPS1 Notary N* C&A4, Cdfor* i MY CA on UP. OCT: 24, 2003 ORDER NO. BU -179019-3 DESCRIPTION THE LAND REFERRED TO HEREIN IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: BEING A PART OF LOT 7, BLOCK 100, AS SHOWN ON THAT. CERTAIN MAP ENTITLED, "THERMALITO, BUTTE COUNTY, CAL.", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, AND'BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID LOT 7 AND RUNNING THENCE EAST ALONG THE SOUTH LINE THEREOF, 257 FEET TO.THE.TRUE POINT OF BEGINNING FOR THE PARCEL HEREIN DESCRIBED, SAID TRUE POINT OF BEGINNING BEING THE SOUTHEAST CORNER OF A PARCEL"OF LAND CONVEYED IN A DEED FROM HARRY K. ANDUL TO CLARENCE MASTERSON,-ET UX, RECORDED SEPTEMBER 21, 1959, IN BOOK 1019, PAGE 6, OFFICIAL RECORDS; THENCE FROM SAID TRUE POINT OF BEGINNING, CONTINUING EAST ALONG SAID SOUTH .LINE OF LOT 7, FOR 80 FEET TO A POINT; THENCE NORTH AND PARALLEL WITH THE WEST LINE OF LOT 7, FOR 210 FEET; THENCE WEST AND PARALLEL WITH THE SOUTH LINE OF LOT 7, FOR 80 FEET TO THE NORTHEAST CORNER OF THE ABOVE MENTIONED MASTERSON PARCEL; THENCE SOUTH ALONG THE EAST LINE OF SAID MASTERSON PARCEL, 210 FEET TO THE POINT OF BEGINNING. AP#: 030-131-020-000 PAGE 4 BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM / -- ao (One form per Building) School District .(D40 W/6 W A.P. Number � I : 1-- 0 Ja2n: City Property Owner Property Location/Address Subdivision R It'6 OT Resldenbal Development Commercial/Industrial ' Building Department No. County (Floor Plans reviewed by School District Personnel) District Identification No. 159 te-,W�� &-ot-4ehool District certifies that Wct e e, ISgg .. (Street Address) 0 rrwi I AJ, Sq. Footage Sq. Footage (Including Exterior /�� �% Roofed �Areas) j 1,��` — � [ —,o V Date (Applicant) (Phone Number) 9S�C�5 (City) / 0 ��11 `C` (S��te� // fzip Code) has complied with the req ire ants of esolution Nom r+! ! U �r, (/(` bygp�Jay✓ment of $ � r representingo 7 /,b square feet. t ira AB 2926 / FULL MITIGATION $ School District Representative Paid by Check # %J pr Remarks: tom' i AJ TU e 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 project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (10/98)dmm BUILDING PERMIT NUMBER: 00-1484 Address or location of unit: 1248 BLGGS AVENUE, OROVILLE, CA 959.65 Legal Description of Real Property: A.P. #030-131-020 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: WALLACE L. SCHWARTZ Owner's'address: PO BOX 1415, CIRCO, CA 95927-1415 INSIGNIA. OR HUD NUMBER: CAL091947 SERIAL NUMBER'OR V.I.N.: CAFLIX814171406 MANUFACTURER'S NAME: FLEETWOOD' YEAR'1979` OFFICIAL APPROVING INSTALLATION: DATE: 10/12/00 PHONE: (530) 538-7541 H.C.D. 513C LEGAL DESCRIPTION A.P. #030-131-020 All that certain real property situate in the County of Butte, State of California, described as follows: Being a part of Lot 7, Block 100, as shown on that certain Map entitled, "THERMALITO, BUTTE COUNTY, CAL.", which Map was recorded in the Office of.the Recorder of the County of Butte, State of California, and being more particularly described as follows:. Beginning at the Southwest corner of said Lot 7 and running thence East along the South line thereof, 257 feet to the true point of beginning for the parcel herein described, said true point of beginning being the Southeast corner of a parcel of land conveyed in a deed from Harry K. Andul to Clarence Masterson, et ux, recorded September 21, 1959, in Book 1019, Page 6, Oficial Records;,thence from said true point of beginning, continuing East along said South line of Lot 7, for 80 feet to a point; thence North and parallel with the West line of Lot 7, for 210 feet; thence West and parallel with the South line of Lot 7, for 80 feet to the Northeast corner of the above mentioned Masterson parcel; thence South along the East line of said Masterson parcel, 210 feet to the point of beginning... AP #030-131-020-000 RECORDING REQUESTED BY MID VALLEY TITLE & ESCROW CO. AND WHEN RECORDED MAIL TO: WALLACE SCHWARTZ KATHERINE SCHWARTZ-KRAMER PO BOX 1415 CHICO, Ck 95927 ORO—C ; U i J E COUNTY RECORDER r� SERIAL NO. LSO RECORDED AT THE REQUES OF MID VALLE TITLE COMPANY DATE RECORD01 TIME: Above This Line for Recorder's Use Only Order No.: 179019AM Escrow No.: 179019AM A.P.N.: 030-131-020 GRANT DEED D GRANTOR(s) THE UNDERSIGNEDECLARE(s) THAT DOCUMENTARY TRANSFER TAX IS: COUNTY 1� .95 X ] computed on full value of property conveyed, or I1 computed on full value less value of liens or encumbrances remaining at time of sale, X] unincorporated area; FOR A VALUABLE CONSIDERATION, Receipt of which is SOLE AND SEPARATE PROPERTY, AND MONA K. by acknowledged, KATHERINE L. HICKS, A MARRIED WOMAN AS HER , WOLTERS A WIDOW WHO 4CQUIRED TITLE AS MONO K. WOLKTERS hereby GRANT(S) to WALLACE SCHWARTZ, AN UNMARRIED MAN ASOAN _TO AN UNDIVIDED 1/2 IVIDED 1/2 INTERS EREST TAT KATHERINE SCHWARTZ-KRAMER, AN UNMARRIED the following described property in the UNINCORPORATED AREA, County of Butte State of California; SEE LEGAL DESCRIPTION ATTACHED Document Date: May 1 2000 STATE OF C COUNTY OF On 1%07 . )SS 0 NOT4RY PUBLIC to personalty apcpearea i personally known to me (or prove to me on the basis of satisfactory evidence) to e instrument and acknowledged to me that he/she/they execute heesaerson(s) acted, ecutedothe instrument. rized 'es) and that by his/her/their signature(s) on the instrument the person(s) or the entity upon behalf of which p WITNESS my nd and official seal. Signature This area for official notarial seal. WANDA L SIN.tAEtSON .I Commission :F 1179393 Notary Public - Cc!'`omla •o San Benito Cour y my Comm. Expires Ap: 3.2002 Mail Tax Statements to: SAME AS ABOVE or Address Noted Below ILLEGIBLE NOTARY SEAL DECLARATION GOVERNMENT CODE SECTION 27361.7 I certify under penalty of perjury that the notary seal on the document to which this statement is attached reads as follows: LA Name of Notary - : • i ��'�Y' Expiration Date: Commission I.D.# 0�+1 Manufacturers I.D. County n State C� Place of execution of this Dated: I UT Signature (Firm name if any) ORDER NO. BU -179019-3 DESCRIPTION THE LAND REFERRED TO HEREIN IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: BEING A PART OF LOT 7, BLOCK 100, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "THERMALITO, BUTTE COUNTY, CAL.", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID LOT 7 AND RUNNING THENCE EAST ALONG THE SOUTH LINE THEREOF, 257 FEET TO THE TRUE POINT OF BEGINNING FOR THE PARCEL HEREIN DESCRIBED, SAID TRUE POINT OF BEGINNING BEING THE SOUTHEAST CORNER OF A PARCEL OF LAND CONVEYED IN A DEED FROM HARRY K. ANDUL TO CLARENCE MASTERSON, ET UX, RECORDED SEPTEMBER 21, 1959, IN BOOK 1019, PAGE 6, OFFICIAL RECORDS; THENCE FROM SAID TRUE POINT OF BEGINNING, CONTINUING EAST ALONG SAID SOUTH LINE OF LOT 7, FOR 80 FEET TO A POINT; THENCE NORTH AND PARALLEL WITH THE WEST LINE OF LOT 7, FOR 210 FEET; THENCE WEST AND PARALLEL WITH THE SOUTH LINE OF LOT 7, FOR 80 FEET TO THE NORTHEAST CORNER OF THE ABOVE MENTIONED MASTERSON PARCEL; THENCE SOUTH ALONG THE EAST LINE OF SAID MASTERSON PARCEL, 210 FEET TO THE POINT OF BEGINNING. AP#: 030-131-020-000 PAGE 4 FILE No.751 07/05 '00 AM 11:05 ID:EXECUTIIIE HOMES FAx:530 891 8753 PAGE 2 OWAATYlMT Um ONLY SIAI6 OP CAtJ 0MIA 0!►AATYlN1 Y![ ONLY 01128611111111, TNANSFMATION AND HOU{MIO AO9M Y N!M Dec& F TRW COO! 011AltltlMT lor HOYOMq AMD OOYYINNIY OIYLIOrY[M0r- DTY om Or OOOtl ANO OTANDAID{NEONTr1 Mill ANO TTIIIMO PN0011AYO1NlAAPPUCATION FOR DUPUCATE ' """ `c . CERTIFICATE OF TITLE Ow 0eC/L' - FO ID • T�Oe else � eMl Nw r Ore of Bo �e 7 9 coa bmsiw I mm" 0 Dor wTw—,ow M n LT gn Oda pipet SON Mer we OCCAIAXINA! 0 MANUFACTUnEIt {ENYLL NUYmlI1({) HUD MNEL OM JIM NIrMNIIA I LE"Ong WIN I 101T Ono" (r d r►«wr /►wr er..4 &4- 09/ y y 7 py E3TAX Type ORIG YR ow PPJLg . . RIF osATTr HINT PECEIPT DAIE(w) loolltus YK OWT , REGISTERED OWNER(S) [Print True La Fera YNaN '� . m N MAIUMO ADORE{0 LOCATION AOOR[1r OF U1117- Mb+N �OX /sub J ckyO t= !f Mw _ sk*a a (a03 7 0 �.s 7' AxJfc' .�E LEGAL OWNER (are two Awl � ) N� -501,1 own MAILING ADOWSSNen I/We REGISTERED OWNER(S) (Print true car sla. ZIP APPLICATION FOR TRANSFER BY NEW. OWNERS re uesl fhar the new 9=itate o T7fle aful Re rsfratial Carel ry be ir.Tucd as ollo►.s: ua ')FM yyw caw nlrO '1Rita '—"`- t IT Mmd9w,e1 w - 'mucoY op 0 n T tom AMC) COYrno ' MU ILINO ADM" FUTIMM? OAK** AooNcu WCATION Ammon JLML- LEGAL OWNER (r11M><MAtey Crr �Ie1e y � Own �O z OwJ ('2,z / c C{r Mae tIF �GL� nP //11Q Ms" / , / U / C#► C�wdT tNAT lk Y / M //�T/ ��y� ) l Lv h� /I )I TF (,i ccr Al d Mw . ❑ Tv"com on - ❑Etta► [) Troeou Atlo 0 compoo YAIUNO ADDNw FIRST JUNIOR UENNOLDER A LU .aSb n► M bie eAwr ane et w . 7lNCOIt ff TlMCOM AND COYPNO WARM ADD1{!M me jwLH Q so" + Car Oyr op "Olt: MEcum L —AI IFICATNIII OF MI{NNO TITIN' OM TE INEYEMA! M01 YY{T 0t COYPLETOO. TO couKru A TNAN{F!n OF OF THIP FORM. Neo wa/ . aw" 1 fmY JAI" =I =I f FILE No.751 07/05 '00 AM 11:05 ID:EXECUTIVE HOMES FAX:530 891 8753 PAGE 3 DECAL (UCRNe1) NUMeMs) aEMAL NUMBER(s) TRAOr N►ME #F -t- /X 81.417/Yob --LEIf-ridPDv SECTION 1. CERTIFICATION OF MIS ING TME The original HCD Certificate of Title or DMV Ownership Certittcate (pink slip) was: Lost, ❑ Stolen. If the title was lost or stolen after receiving It from a party other then the Department, enter ` Elparty's name here: he ,. u Illegible, IBJ Mutilated. A mutilated or Illegible title must be surrendered to the Department. ❑ Not Received from the Department. This box can only be checked by the legal Owner of Record Plenholderl, or If none, the Registered Owner of record. I/We certify under penalty of perjury under the laws of the State of California that there are no (lens against this unit other then those shown on this application and the statements made on this application are true and correct. I/We agree to Indemnify and save harmless the Director of the Department of Housing and Community Development for any loss suffered resulting form the Issuance of slid duplicate Certificate/ of Title. Executed on l0 9 at 11 too C� 3ignsture Drinted Name of Pers Copp Ing Certificati SECTION 2. RELEASE OF OWNERSHIP AND/OR INTEREST 101 o rnr • ew a arty u+q . G Nsius of WGWTn n 0 0 Mauve aIR A. MasAes er tsar owMo1►xwgLM NAWQ oAn[ L s umm a tsmL owMa DATE C +►eaawsrr er ttal o.nse oAn: ECTION 3. DEALER'S RELEASE OF ACQUIRED UNIT a MAN a OL4M OeAUA etNt/�M L qua a owa Masw acre • •. U: ECTION 4. NEW REGISTERED OWNER SIGNATURE(S) A NM �OWM eMIMAn f N tills trerNfer w nsuM o� . e e.M, the eeN prlo� end sel8 _v ► dew Man M ietare4 bNow� ".. a Ml1M aersta�eo onMaw eMrutnMis rup"M rNa C Mew WOOT D 0 10 "O"Wn ru an o rnr • ew a arty u+q . STATE OF CALIFORNIA - BUSINESS TRANSPORTATION AND HOUSING AGENCY PETE WILSON Governor DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT � — �, DIVISION OF CODES AND STANDARDS. ; ,/' P.O. Box 2111, SACRAMENTO, CA 95812-2111 I , r I J/ r f' -'snnoE_d (916) 323-9224 or 1-800-952-8356 t,a �6S • + -�. /- t California Relay Service For Hearing -Impaired: From TDD Phones: 1-800-735-2929 From Voice Phones: 1-800-735-2922 0% Date: /7/— //1 " �;G 477. /lo�FaeEST,c°�.L .F.EQ�sr 4�a, ref 9s4vz File Number: L- /51- y g Decal N`urlttier: �u �1 A J,q�Trade Name: Serial Dear Sir or Madam: Number(s): ><f1tf/ 7/47G /70t/O 4// 12 An application for registration of or title to the mobilehome described above was presented to this Department's San Jose office on or before January 12, 1996. All applications for the January 12, 1996 workday were mailed by the San Jose office to the Department's Sacramento office and subsequently lost in the mail. This Department is in the process of reconstructing the applications and requires your assistance in identifying the type of application submitted for the mobilehorne to the San Jose office. Fees in the amount of $ �D were paid and will be credited toward the application. . in the space provided below, please describe the application that was mailed or delivered to the Santa Ana office, along with the names and addresses•of any other parties associated with the mobilehome. A self addressed envelope is enclosed for your convenience in returning this letter. Thank you for your attention to this matter. Sincerely, Mickey Passerino Program Technician II Registration and Titling Program '16 e- : L, X /lm Please provide the requested information below. Attach additional sheets if necessary. KK\H\ Wr\I.MF-.R\Rr:CONSTR. UCr TAX CLEARANCE CERTIFICATE ❑ Wbilehome ❑ Floating Home COUNTY OF gyE !••' _•o'^ ice.. ...,-i �•. _..... ...^ SERIAL NUMBER/HULL NUMBER CAFL1X8141714061>� �`- " y �� `= �i,;�. � � .? • e=;`c.; •;^� DECAL NUMBER/CF NUMBER p;SB ;459 F'f ; .. c fes,, �°`�,- FN LOCATION Of HOME6 f' ' �y `-V' ? Ems, ASSESSOR'S PARCEL NUMBER.-tj�, `eZ -fj! 775 YU40VE- c' 031-237.x11-000. CbMENT MW*RED OWNER NAME z .� 6 �� !� NAME :OGLE,'?1j bHN ' ADDRESS�i /�'� JORDAN, rtOERT G ti1"' .AooAEss'� j HOPRINS; VENUE s X3124 'DU90D 1FTVE ' '}.: "" a S t f-� J f �. ♦.• .ice./' -"j.� `J • ' CORONA' A', ❑ Pro arty taxes a" licabla ' p pp� tot home identified above through the f PAID f r J JR !.t jrff� 1 ❑ A security deposit for payment of the property taxes for the fiscal ye ❑ No taxes due or`payable. at this time.., y '•,' y •i i' 4 � This certificate is VOID on and after',- ` • �� �,.•� _,�C�iC'•r,�.•,E.."�'v7-A, There may be a supplemental assessment of cove.red'b•x' this :.Tax Cleatai additional bill. �'a k' Z,ter' % Dated 02/03/94 -,19' 1§2189.8.'5832 R & T Code " which may create an fy that tFie following his been paid:' inquent'license fees ❑ Pro arty taxes a" licabla ' p pp� tot home identified above through the f PAID f r J JR !.t jrff� 1 ❑ A security deposit for payment of the property taxes for the fiscal ye ❑ No taxes due or`payable. at this time.., y '•,' y •i i' 4 � This certificate is VOID on and after',- ` • �� �,.•� _,�C�iC'•r,�.•,E.."�'v7-A, There may be a supplemental assessment of cove.red'b•x' this :.Tax Cleatai additional bill. �'a k' Z,ter' % Dated 02/03/94 -,19' 1§2189.8.'5832 R & T Code " which may create an STATE OF CALIFORNIA''"�a"` BUSINESS, TRANSPORTATION AND HOUSING AGENCY DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT rya� DIVISION OF CODES AND STANDARDS REGISTRATION AND TITLING PROGRAM POWER OF ATTORNEY . DESCRIPTION OF UNIT This un a: Y5 Manufactured Home/Mobilehome The Decal (License) No.(s) of the unit is: The Trade Name of the unit is: The Serial No.(s) of the unit is: ❑ Commercial Coach ❑ Floating Home ❑ Truck Camper. I -A 5b -�ORNEY-IN-FACT SECTION II. APPOIN r mtn) v7• r � � ������ r_rC To the Department of Housing and Community Development, and to whom it may concern: (PRINT FULL NAME) % (.fJ (last) I, (Last) (Lest) (First) (First) (First) 41 (Middle) (Middle) (Middle) the undersigned do hereby duly appoint the following named person, Few (7v� �ti�.�S to act as my attorney in fact, only to sign papers and documents that may be necessary in order to secure California registrat of or to transfer my interest in the above described unit. Acctr:NnR•S CERTIFICATION of ing nd munity I agree to guarantee and save harmless the State � maths issuan a of Californiania and the Drregistration or transfer such Development from all responsibility which might accrue unit. NOTE: An attorney In fact cannot make an affidavit or certificate of the truth of facts unknown to him. Signed (�`�ct G11C C �L 5�4u,J Date Date Signed Date Signed NCD 475.1(7197) 3-37 • Y BUTTE COUNTY DEVELOPMENT SERVICES COMPLAINT FORM Date: Z3 AP#: > a r.* - Owner: y Zoning: Address:, G 3 lReA 64- 46� � General Plan: J (10'x► vi a a'Oel Is9`s Complaint/Violation Location: / &y8 TYPE: { } Building { } Healt { } Planning COMPLAINT: L. rvisorial District #: (rs 44wc. { }Housing Complaint Taken By: Permit History on File { } None { } See -Attached Tenant: Description of Violation: Approx. Size of Bldg/MH: INSPECTOR'S REPORT Address: { } Occupied Has Electricity { } Yes { } Vacant Has Sanitation { } Yes Under Construction { } Yes { } No Hazards: { } No { } Yes (explain) _ Person Contacted: Caution: { } Yes Why: Approx. Age of Bldg/MH: { } No Has Gas/Propane . { ) Yes { } No { } No Obvious Sewage Problems { } Yes { } No Built by/for { } Present Owner { } Previous Owner Describe Action Taken: INSPECTOR MUST ATTACH A COPY OF THE CORRECTION NOTICE!! Inspector: Date: ACTION RECOMMENDED { },Information Only, File { } Hold for Days { } Complaint Unfounded { } Other { } Resolved per Inspector's Report { } Send Letter of Compliance Inspector must draw a plot plan with all building locations on the back of this sheet. Revised 10/2003 (1)' BUTTE COUNTY DEVELOPMENT SERVICES COMPLAINT FORM This information is not available to the public!!!!!!! DO NOT COPY FOR THE PUBLIC OR THE FIELD INSPECTOR!! The following information is required for Housing Complaints and the Complainant MUST BE the person living at the complaint address! Complainant: Address: Phone Number: The above information is not available to the public!.!!!!!! (2) PRE -INSPECTION REPORT • ..I I • �� REASON FOR PRE -INSPECTION DATE TO INSPECTOR: PERMIT HISTORY ( ) NONE Building Description: Commercial/Usage: DATE: P710 A.P. # _ 1 L I--��� ZONING: ATTACHED BUILDING INSPECTOR'S REPORT Residential # of Units: Currently Occupied ( ) Yes ( o Abandoned/Vacant: Electric: Electric Currently (0-0-n ( ) Off Condition of Electric Gas: Currently ( n ( ) Off Condition OK Sanitation: Mobile home # of Units: CNi� Plumbing Worldng ( ) Yes ( ) No Obvious Sewage Problems ( ) Yes (EAG/ ACTION RECOMMENDED: ISSUE ( es O No Hold for permits or verify: Inspector: /�r� Date: 7- Z �1� I l-�° BUTTE COUNTY 0 DEPARTMENT OF DEVELOPMENT SERVICES ° ° BUILDING PERMIT APPLICATION °° AND SUBMITTAL REQUIREMENTS o 0 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 - Cl -ICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQ UIRED AT TIME OF APPLICATION APPLICANT NAME OWNER Name r4r ra Address Z 5- / ISD City &'nL Fax Stat(CA Zip ?6% Phone Map Book Fax E-mail Planner APPLICANT NAME CONTRACTOR -.- Name City Address Zip �g City Fax State Zip Phone Map Book Fax E-mail Planner tic. # Class APPLICANT NAME ARCHITECT/ENGINEER Name City Address Zip �g City Fax State Zip Phone Map Book Fax E-mail Planner State Licens: Number APPLICANT NAME Name D t.r i I U A Al AddressZ� �6 Ab futo mi /, City State Zip �g Phone � Fax E-mail APPLICANT SIGNATURE X , For office use only: Zoning Flood Zone SRA Yes INo Occ. Type Const Subdivision Name Map Book Page Lot# Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS PER YHT NO. MIS BIN # LOCATION AP# 30 -/3J ~ 6Z Property Address /2 61 5 A 0,C Cross Street ST I WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address S Description or Scope of Work: � j6 &i 4et� /"a/ Sq. Footage /-344( ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by:t� Amount: k5 '7'? l ()_Bldg Receipt #: IRV 7%AO Date: 7400 00 r SRA Sheriff —7 v SMIP Total 30-131-20 Norman Hicks I 3 1248"B,-iggs Ave., Orovil le Permit 57-81g,E(ut i1.,MH) 9 ELEC . I-13- 8 2r�Pc r GAS I -13 --?s2. es, 5r✓ :3 SUPPORT STRUCTU EQ. (jtio COMPACTIONTEST REQ. 30-131-2:� Permit #69-82P(inst. line for util/MH.... �r 30-131-20 —^- Contra Lincoln Village MH, Oroville Perm' t4r15-81MH'I/ 030-131-020 PERMIT#96-1821 MOLKO, Robert & Karen 1248 Biggs Ave., Oroville Demo/SF 030-13-1-020 00-1484 SCHWARTZ, WALL 1248 BIGGS ROVIZLE� CONTR.-R /O ON PERM FND f ' y i I Y Z }t f I (( ii j 1{4 1 tt SITE PLAN .. .... ....... ;... .................... .. �. ...... :r... ;. ... .. .........i.......... .......... _................ .. .... .... ................ .... .. .............. _. .. .... .................. .......................... . t• .. ............................. .. .. .. .. .. ... .. .. .. .. .. .. ......................... .. .�{..: .. .. .. .. .. _. ........................ .. .. .......... ........... ...j...... ..... ;....._.....:......:....._..... _............ :......i .. .. .. .. .. .. .. .. ... .. .. .. .. ... .. .. .. .. .. ..�._.. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. ... ............. ............ ......................... .. ................. ... .._ .._.. - - - - .. .. ... ............. .. .. .. .. .. .. .. .\S .. .. .. ............ .............. .. .. ............ .. .. .. .. .. .. .. .. ............ ... .. .. _ ... .. .. _ .. .. .. _ ............ •�w • .. ._ .. .. .. .. ......................... ... .. ._ .. .. .. .. .. .._.............. .. .. .. .. ....................�,. -.. _ _.. - - - —p L7 .. .. .. ._ .. .. .. .. .. .. .. ........... _ ... ... .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .�1: .. .. .. ._ .. .. .. .. ... .. .. ... — — •: .. .. .. .. '?�• �{ r L•QE�i.. . . . . . . . : . : �• .. .. _ .. ... .. .. .. .. .. .. .. .. _ .. .. .. ... .. .. .. .. .. ... .. .. ............ .. ............ .. ............. ... .. .. .. .. .. ............ .. ... .. .. .. .. ...Q. .............. _ .. .. _ .. _ _ _ .. .. .. - .............. _ .. .. .. ... .. .. .. ._ .. .. .. .. .. .. ...... .. .. ...... .. -. .. .. .. .. .. .. ...... ... .......... .. ... .. .. .. .. .. .. .. .. .. ... ._ ..... 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Assessor's Parcel Number: ©000 - ©03 ID - a a o Scale: V'= 0 Owner Name � 1 �+ a �► ° o Address 1 Phone No. - ,<-55- y L i-:-2r►c U 11'9 O ° Site Location - i a Q 8 1E f G G S div O �a�+� L- Contact: Name T-) (j t4 i ►-1 G )4' Phone -S 3 0 9 5 G �.� - oro a, 2003 FOR OFFICE USE ONLY Zoning: General Plan Desig: Size, Acres ' 4.00" PROVIDE FOR ALL ADJACENT PARCELS SIZE (AC): ZONING: GEN PLAN: USES: WA 030.-131-020.. PERMIT#96-1821 MOLKO, Robert & Kar'en 1248 Biggs Ave:, 0`roville Demo/SF t COUNTY OF BUTTE - DEPARTMENT OPDEVELOPMENT SERVICES - 7 County Center Drive - Oroville, California 55965 - Telephone APPLICATION AND PERMIT BUILDItpDIVISION (916) 38-7541 PERMIT NO .. 96-f$;/ ASSESSOR PARCEL NUMBER 030-131--020 ZONINGBUILDING PERMIT OWNER - ROBERT & KAREN MO11C0 TELEPHONE SO. FT. OCC. BUILDING VALUATION EST 1, 500.00 OWNERS MAILING ADDRESS 1248 BIGGS AVE OROVIUE 95965 CONTRACTOR'S NAME TELEPHONE Mffl t CONTRACTOR'S MAIUNG ADDRESS I Fireplace CONSTRUCTION LENDER UNIwOWN Total Valuation -$ 1,500.00 Filing Fee $ 20.00 LENDER'S MAIUNG ADDRESS Permit Fee $ 25.W ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEERS MAIUNG ADDRESS Penalty $ BUILDINGADDRESS 124$ BIGGS AVE PERMITFEE $ 55.00 PLUMBINGPERMIT Filing Fee 20.00 OROVIL E Each Trap 7.00 LOT NO. SUB tSIOWS NAME PARCEL MAP Solar Or heat pump water heater 23.00 Water piping 15.00 USEOFSTRUCTURE SF 0 Duplex ❑ Mobilehome ❑ Other SPECIFY Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other 0' ' Describe Work: Mobile Home S G W 920.00 PERMITFEE S Contractor ELECTRICAL PERMIT Filinq Fee 20:00 Main Service EOOV OR LESS ( zooA OR LESS ) 23.00 Main Service ( 200A TO I000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is.in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law forAhe 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. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUP. SO. OR ADDNS. ( 8 ACC. ) 3.5¢ FT. UTLE NEW CONST. MULTI -OUTLET NON-RESID. BRANCH CIRCUITS ) 97.50 POWER APPARATUS 8 SINGLE OUTLET CIR. EX. Occup. ( OUTLET OR FIXTURES ) 20 @ 1.00 BAL 9 .SO Ex. Occup. FIXED RES D.OR ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ Contractor WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 9 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 2 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 ?compenR�tPon prgJslons of section 3700 of the L bor Code, I shall forth'mcompu�iith tho € - ovisioes. X �r Date _ 1 f✓ Signature of App�a- Owner ❑ Contractor ❑ Agents— An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee Is OCC CONST. TYPE TOTAL FEE $ 55.00 HA2. I D. FEES I IMP I FLOOD CDF PARCEL PD HD ISSUE This permit is hereby issued under the applicable provisions in the Butte County Code and/or Resolutions to do work indicatedabove for which fees have been paid. J r BY %i m Data" PERMITEXPIRESON (Date) r Receipt No. I 170 // WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDIN DIVISION 7 .County Center Drive - Oroville, California 95965 - Telephone (916) 38-7541 PERMIT NO. APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 030-131=020 /BUILDING BUILDING PERMIT OWNER ROBERT &KAREN MOLKO TELEPHONE SQ. FT. OCC. BUILDING VALUATION EST 1,500.00 OWNERS MAILING ADDRESS 1248 BIGGS AVE OROVILLE 95965 CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTORS MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNMOWN Total Valuation $ 1,500.00 Filing Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ 25.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty $ BUILDINGADDRESS 1248 BIGGS AVEPLUMBINGPERMIT PERMITFEE $ 55.00 Filing Fee 20.00 OROVILLE, 95965 Each Trap 7.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Solar Or heat pump water heater 23.00 Water piping 15.00 USEOFSTRUCTURE SF IN Duplex ❑ Mobilehome ❑ Other SPECIFY Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other Ex Describe Work: DEMOPERMITFEE Mobile Home IS I G I W @20.00 $ Contractor ELECTRICAL PERMIT Filino Fee 20:00 Main ServiceEOOV OR LESS ( 200A OR LESS ) 23.00 Main Service ( 200A TO 1000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law fWhe following reason: L�f I, as owner of the property, or my employees with wages astheir 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 DWELLING NEW CONST. DWELLING OCCUR SO. OR ADONS. ( 8 ACC. BLDS. ) 3.5¢ FT. NEW CONST. MULTI.OUTLET NON-RESID. ( BRANCH ) 97.50 ( POWER APPARATOUTLETUS ) 8 SINGLE CIR. Ex. Occup. ( OUTLET OR FIXTURES) 20 Q 1.00 BAL 0 .SO Ex. Occup. (oFI FIXED (REN . OR ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE s Contractor WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 9 Heating Cooling Hood 6.50 Ventilation PERMITFEE S Contractor Policy Number (The above sections need not be completed if the permit is for work of a valuation �eione hundred dollars ($100) or less.) e/I certify that in the performance of the work for which this permit is issued, 1 shall not employ any person in any manner so as to become subject to workers' compensation laws of California and agree that if I should beco a subject to the work compen on pr ons of ction 3700 of the L or Code, I shall mp Ith tho ovisio Zof X Date _ !� Signatu a of Ap - nt - Owner ❑ Contractor ❑ Agent An OSHA permit Is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height.91) Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ 55.00 HAZ. I D. FEES I IMP I FLOOD I COF PARCEL I PD HD ISSUE This permit is hereby issued under the applicable provisions the Butte County Code and/or Resolutions to do work indicate ove for which fees have b n paid. BY Dat PERMITEXPIRESON g (Date) rReceiptNo. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature.- Please complete and return this information at your earliest -opportunity to avoid l unnecessary delay in processing and issuing your building permit. No building permit be issued until this verification is received.. 1. I personally plan to provide the labor and materials for construction of the rapose erty improvemenkliW] NO[ ]. I HAVE NOT[ ] signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS:- Com' FHONE; CON'TRACTOR'S LICENSE NO. 4. I plan to provide potions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAlti1E: ADDRESS: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide'the work indicated: NAME ADDRESS PHONE' TYPE OF WORK SIGNED: PROPERTY OWNER: SOCIAL SECURITY NUMBER: �� / DATE: la C NOTE: This owner -Builder Verification is required by Section 19331 and 19332 of the California Health and Safety Code. This verification must be completed and returned to our office before Nye are permitted to issue the permit. OVER Demolittan, Permits Asbestos Notif-ication Statement Date e��196CO AP# Pursuant to section 19827.5 of the California Health and Safety Code, all demolition permit applicants are required to fill out this form. "19827.5. A demolition permit shall not be issued by any city, county, city and county, or. state and local agency.which is authorized to issue -demolition permits as to any building or structure except upon the.receipt from the permit applicant of --a copy of each written asbestos notification regarding the building -that as been required to be submitted to the United -States Environmental Protection Agency or.to a designated state -agency, or -both; pursuant to Part 61 of Title 40 of the Code of Federal =Regulations, or the successor to. part. The.permit may be issued without the applicant —submitting a .copy of the -written notification if the .applicant declares that the notification is not applicable to the scheduled demolition project. The permitting agency may require the applicant to make the declaration in writing, or it may incorporate the applicant's response on the demolition permit appli- cation." Attached is a copy of my written asbestos notification to the United States Environmental Protection Agency for the demolition project located at Signature of ppiicaat eR I hereby declare that a written asbestos notification to the United States Environmental Protection Agency is not applicable this h emolition rojec . Sig e of Applicant 2/19/91 COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 534-4541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE BUILDIN64R[QROPERTY ADDRESS A routine inspection indicates that tjje following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of workAs completed. If you have any question pertaining to this matter, or need additional explanation, 'please contact this office immediately. Inspector 1 Date J COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 534-4541 Skyway and Elliott Road, Paradise— Phone: 872-2961, Ext. 57 CORRECTION NOTICE BUILDING ORAROPERTY ADDRESS A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this Inspector 1 ��iDate ! !� { PERMIT NO. PERMIT EXPIRES OWNER Norman Hicks i CONTR. owner l ASSESSOR PARCEL 30-131-20 LOCATION 1248 Biggs Ave., Oroville !r JOB FINALED (Date) i 1 1 r 1 1 Temp. Power Pole_ Called PG&E 1 Temp. Elec. Service_ Called PG&E ( V Temp. Gas Service 4 Called PG&E JOB FINALED (Date) J=OK 0 = Not OK - _ Not Applicable MOBILEHOM'ES * = Not Ready MISCELLANEOUS Date MOBILEHOME UTILITIES (Plans) OK except N's Date DECKS, COVERS, CARPORTS, ETC. (Plans) OK except #'s —13_O ping Requirements—Setbacks—Easements 1. Zoning Requirements—Setbacks—Easements Soils; Special MH Support—Sketch ewer; Location—Test—Fall-C/0—Concrete 2. Footings; Size—Depth—Spacing—Connectors 3. Decks; Girders and/or Joists—Decking—Bracing—Stairs—Rails ater; Location—Test—Easement Needed (Sketch) 4. Wood Awn.; Posts—Beams—Ritrs.—Connec.—Shthg.—Rig.—Bracing 5 lectricity; L 'cation—Clearances Grnd.—IaCiy Amp—Concrete 5. Alum. Awn.; Columns—Connections—Splice—Decal—Enclosures 6. Gas; L on—Test—Wrap L4 'T' t./ /"Nat.or/ /"L"ft./ ' LPG 6. Carports; Windows—Doors 7. Utility Clearance 7. Elec. Card -BI Date / � jCrard-BI Date Card -BI Date Card -BI Date Card -BI 4 IDDaterd-BI Date Card -BI Date Card -BI Date Date 13DBIJEHOME INSTALLATION (Plans) OK except #'s Date POOLS (Plans) OK except N's ia_j�- Zoning Requirements—Setbacks—Easements 1. Setbacks—Easements ootings; Size—Spacing—Marriage Line 2. Soils; Compaction—Structure Stability �Sas; MH Test— Detaat(d—Vaw6fCoveefor 3. Pool Structure; Steel—Connections—Thickness—Dead Men—Lining e E ptikeiity; MH Test—Crosspysl!5'— Breeklfs—Cle es 4. Elec.; Receptacles and Lighting; Distances—GFI rain; MH Test—Fall—Flex Connector 5. Elec.; Pool Lighting; 15 volts—GFI r; MH Test—Regulator—Connector 6. Elec.; Enclosures; Conduit Entries—Terminals—Listed Water and Sewer Connected—C/0 to Grade—HD Approval 7. Elec.; Bonding; Metal w/5'—Circulating Equipment—Heater and Electricity T ged B. Elec.; Grounding; Equip.w/5'—Circulating Equip.—Pool Lghig. Boxes—Enclosures—Panel boards—Ins. to Main in Conduit Exits; In .—S Cert. of Occupancy g. Health Department Approval 10. Plumb; Cir. Test—Water Supply Test Card B -I Date — A a -2 Gard -BI Date Card -BI Date Card -BI Date C B -I Date i fjrCard-BI Date Card -BI Date Card -BI Date = OK = Not OK i c = Not Applicable RESIDENTIAL (Single and Duplex) = Not Ready Date UNDERFLOOR Plans OK except #'s Date FRAMING (Continued) 1. Zoning requirements -Setbacks -Easements 48. Property Line Firewall & Openings 2. 3. Ftg., Main; Soils-Steel-Elec. Grnd.- / /" Ftg. Depth Ftg., Garage; Soils -Steel- / /" Ftg. Depth 49. 50. Ext. Doors -One 3' -Check Garage -3rd story, 2 exits Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 4. Ftg., Porches & Decks; Soils -Steel- / P Ftg. Depth 51. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 5. Stemwalls, Main; Steel-Blockouts-Wrapped-Slab 52. Siding -Nailing -Veneer 6. Stemwalls, Garage; Steel-Blockouts-Wrapped-Slab 53. Stucco Mesh -Drip Screed-Fdn. Vents-Underflr. Access 7. Piers -Fireplace Ftg.-Steel 54. Glazing Area -Glass Protection -Skylights -Plastic 8. D.W.V.: Fall -Fittings -Test -2 way C/O -Sewer Test 55. Shear Walls; Nailing -Bolts 9. Gas Pipe; Size -Anchors 10. Water Pipe; Test -Anchors -Regulator -Service Test 11. Electric; Underground 12. Plenums & Ducts; Clearance -Material -Support -Ins. 13. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date FINAL (Plans) OK except N's 56. Ext. Steps -Door & Sidelight Protection -Landings Card -BI Date Date Card -BI Date PLUMBING (Permit) OK except N's 57. Smoke Detector 14. 15. Water Ht.; Vent -Access -Combustion Air Water Pipe; Test & Anchors -Nail Protection 58. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 16. D.W.V.; Test-Fttngs & Anchors -Nail Protection 59. 60. Bedroom Exiting G.F.I. & Bath Fixtures & Tub Access 17. Shower Pan; Test, First Floor -Tub Access 18. Test Tub & Shower, 2nd Floor -Tub Access 61. Elec. Trim & Subpanel; Breaker Sizes -Labels 19. Gas Pipe; Size & Anchors 62. Stairs & Rails -` 63. Fireplace or Stove; Clearances -Hearth 64. Elec. Outlets at Wood Panel; Int. & Ext. Card -BI Date Card -BI Date 65. Kit. Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance Card -BI Date Date Card -BI Date ELECTRICAL Permit OK except q's 66. Elec. Outlets & Receptacles at Kit. Counter 67. Garage Fire Door; Swing -Landing -Closer - 68. A.C. Duct in Garage -Damper 20. 21. Fixture & Transformer Clearance -Ins. Protection Receptacles Spacing -Lights &Switches at Doors 69. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection 70. Plb., Elec. & Mech. Equip. Listed for Location 22. Size Size Boxes & No. of Conductors -Stapled 71. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 23. Romex Installed Close to Edge of Studs & C.J. 24. Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water 72• Insulation -Foam -Looked iAttic EJ Yes 73. ction-Post Caps Guard Rails &Deck Construct 25. 2 Appliance Circuits in Kitchen & Conductor Size 74. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 26. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or At 27. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or At, Insulated Neutral ❑Yes 0 N 75, Following instld.: Drive ❑ Yes ❑ No; Walks ❑ Yes [:]No; Planters []Yes ❑No 28. Service -Riser Conductors & Ground -Main Disconnect 76. Stucco; Brown -Finish 29. Equip. Clearances; Panels-Motors-Mech. Equip. 77, A.C. Unit; Disconnect-Clrnces-Brkr. & Cond. Size -115V Outlet 30. Clothes Closet Light -Shower Light 78. Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Opngs. 79. Water Well; Disconnect, Electrical, Plumbing 80. Exterior Elec. Trim; G.F.I. Receptacle -Underground Card B -I Date Card -BI Date 81. Ventilation throughout House Card B -I Date Card -BI Date 82. Glass Protection Date MECHANICAL (Permit) OK except p's 31. A.C. Ducts; Insulation & Support 83. _ Corrections from Previous Inspections 84. Gas Test -Meters Tagged; Gas -Electric 85. Water & Sewer Connected -C/O to Grade -HD Approval 32. Vent Fan; Exhaust above Insulation 86. Energy Compliance Certificate -Other Certificates _ 33. Condensate Drain & Overflow; Size & Grade 34. Furnace -Vent; Access -Comb. Air -Return Air Vent -115V outlet 35. Attic Access & Platform if Furnace in Attic _- Card -BI Date Card -BI Date Card -BI ----.Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Comments at Final: Date FRAMING Plans OK except q's 36. Sills; Proper Material & Anchors _ 37. 38. 39. Walls; Studs -Nailing, Spacing & Bracing -Plates -Sound Bearing Walls over Girders & Floor Nailing _ Draft Stop in Walls (rat proof) 40. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 41. 42. 43. Header _& Beam -Size & Bearing _ Hangers -Post Caps -Anchors -Connectors Cing. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthng.-Rfng. Fireplace Ties or Type A Flue -Fireplace Throat ___44. 45. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 46. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 47. ___ Garage Fire Protection Framing (NOTE: An entry must be made each time you visit jobsite) COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE OROVILLE, CALIF. - 534-4541 CERTIFICATE OF OCCUPANCY This mobilehome has been installed in accordance with the requirements of the California Administrative Code, Title 25, Chapter 51 under permit number for the following location: Owner Owner's Address.-� Mobilehome Mfg. Model Year •/ `r Insignia No. Serial No. r - -�F. AZ It is hereby certified for occupancy at the above described location and may be occupied. Director of Public Works Date .. % L� B THIS CERTIFICATE IS VOID WHEN MOBILEHOME IS RELOCATED r ,dw, ':► COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 534-4541 Skyway and Elliott Road, Paradise— Phone: 872-2961, Ext. 57 CORRECTION NOTICE BUILDING OR PROP F;gT #ADDRESS A routine inspection indicates that the followirfg.violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or�d additional explanation, 'please contact this office jmmediately. Inspector Date—1 1 : COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS `RMIT NO. 7.County Center Drive - OrovillejCalifornia,95965 - Telephone 916/534-4541 dCi APPLICATION AND PERMIT ,f ASSESSOR P CEL NUMBER 0-131- ZONING BUILDING PERMIT OWNER S TELEPHONE SQ. FT. OCC -1 BUILDING VALUATION OWNER'S MAILING ADDRESS CONTRIACTOR'S NAME ' T`EELE HONE ' CONTRACTOR'S MAILING ADDR SS LI n I v , O Fireplace CONSTR TION LENDER UNK O� L� Total Valuation Is Filing Fee, $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee ( $ O- C)a Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ BUILDING ADDRESS �' _ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Repair drainage or vent piping 5.00 © 1?,V Water piping LOT NO. SUBDIVISION NAME PARCEL MAP Each qas water heater or vent 5,00 Gas piping system 1 - 5 outlets USE OF STRUCTURE SF ❑ Duplex[] Mobilehomej� Other SPECIFY Building sewer Lawn sprinkler system 5.00 TYPE OF WORK New ❑ Addition Rem del ❑ Utilities ❑ Installations Other ❑ Describe work: ��— �- V77L ?6WA4 W S 7— 9 1 Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 5.00 G J� g x" Main service EA. ADD'L 100 AMP 2.50 NEW CONST. DWELLING OccUP.y) OR ADDNS. ACC. BLOGS. 2� sq ft CONTRACTORS LICENSE LAWNEw I dclave under penalty of perjury (Check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code a d license is in full force and effect. y Classification (.-�I License No.EA.) ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered' for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. Business and Professions Code for this reason coNsrR '.OUTLET 2.50 ea NON-RESID BRANCH CIRCUITS) NEW CONSTR. ( POWER APPARATUS 6) NON-RESID. SINGLE OUTLET CIR. / Iso a 25a Ex. OccupOUTLEFIXEDTS OR FIXTURES BALPIos EX. QCCUp.(OUTLETSP(RESID )R 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 7.50 Permit Fee $ Contractor MECHANICAL PERMIT FiIingFee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith Comply with such provisions or this permit shall be deemed revoked. Heating Cooling Hood 3.00 Ventilation Permit Fee S Contractor 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, andfexpenses which may in any way accrue against said C u ty i Co equence of the granting of this permit. X Date d� Signature of Applicant — Owner Contractor ❑ Agen An OSHA permit is required for exca atio(s over 5'0" deep and demo ition or construct- ion of structures over 3 strories iCNeigh . Mobile Home Installation Fee $ Q_pa TOTAL PERMIT FEE $ Gil OCCUP. GROUP I TYPE OF CONST. I PARCEL PO I HD 99UE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DI CTOR PUBLIC By PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date '� Receipt No. ✓9 56e WNIT!-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO.n 7 County Center Drive - Oroville, CWifornia'95965 - Telephone 916/534-454 ZA% ��,,(�/ APPLICATION AND PERMIT ASSESSOR PARCE N MBER ._ ZOG N N ILDING PERMIT OWNER - /V 0r TELEPHONE SQ. FT. OCC. BUILDING VALUATION NER'! ILING ADDRE S C ��y CONTRACTOR'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS . Fireplace CONSTRUCTION LENDER Al &-n UNKNOWN Total Valuation $ Filing Fee $^ LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER ©� LICENSE NO. Plan Checking Fee $ Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ BUILDING ADDRE A-V 02 PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Repair drainage or vent piping 5.00 T^0 Water piping LOT NO.SUBDIVISION NAME PARCEL MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome L/Other • SPECIFY Building sewer Lawn sprinkler system 5.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities J- Installation ❑ Other ❑ Describe work: Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 5.00 Main service EA. ADD'L 100 AMP 2.50 ct NEW CONST. ( DWELLING OCCUP.EI) OR ADONS. l ACC. BLDGS. 20 sq It CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NON.RESID R (MULTIBRANCH ciRCTITs 2.50 ea NEW CONSTR. I POWER APPARATUS S) NON-RESID, \SINGLE OUTLET CIR. Ex. Occup OUTLETS OR FIXTURES_ 50 @ 25 FIXED APPLNS. OR Ex. Occup.(OUTLETS (RESID.) EA. 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 7.50 Permit Fee $ Contractor MECHANICAL PERMIT FiIingFee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Heating Cooling Hood 3.00 Ventilation Permit Fee S Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the ranting of this per it. XWy�G`0 �� Date IT f /� f' Signature of Applicant — Owner Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ TOTAL PERMIT FEE $ OCCUP. GROUP I TYPE OF CONST. PARC HD 1550 This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which D! CTOR PUBLIC a BY PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date Receipt No. %� 9 WNITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS �ERMIT NO. 7 County Center CIiivr - Grovi.11e, California -95965 - Telephone 916/534-4541 APPLICATION AND PERMIT ASSESS0 PARCELUMBE —j ZONING ,_ BUILDING PERMIT OWNED " H/C45_ TELEPHONE SQ. FT. OCC. BUILDING VALUATION OPOR'SMAILING OXDDRE55 Z,17/046` /L41t57 S/ ��•'� CONTRACTOR'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation is Filing Fee $ 10.(]0 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINE LICENSE NO. Plan Checking Fee ,$' Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ BUILDING Z (O( pf2 ESS / C PLUMBING PERMIT Filing Fee 10.00 Each Trap 1 2.00 Repair drainage or vent piping 5.00 0 ovlu-Ic— Water piping LOT NO. SUBDIVISION NAMEPARCEL MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets USE OF STRUCTURE SF ❑ Duplex F1 Mobilehome�ther SPECIFY Building sewer Lawn sprinkler system 5.00 TYPE OF WORK New ❑ Addition ❑ Remodel F-1 ti lities installation ❑ Other ❑ Describe work: /�',S L/�� 2 �]Jt✓ eCp-M/ T Permit Fee $ b Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600v OR LESS 100 AMP OR LESS 5.00 Main service EA. ADD'L 100 AMP 2.50 NEW CONST. DWELLING OCCUP.8i OR ADDNS. ( ACC, BLDGS. 22 sq it CONTRACTORS LICENSE LAW I declare under penalty of perjury (check One): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONSTR. -OUTLET 2,50 ea NON•RESID BRANCH CIRC ITS NEW CONSTR POWER APPARATUS D NON.RESI D. (SINGLE OUTLET CIR. Ex. OCCUp OUTLETS OR FIXTURES_ BAL@1 FIXED APPLNS. OR Ex. Occup.(ouTLETS (RESID.) EA. 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 7.50 Permit Fee $ Contractor MECHANICAL PERMIT Filing Fee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ 1 have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Heating Cooling Hood 3.00 Ventilation permit Fee S Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue aga nst said County in consequ,,n--geof__the granting of this permit. X r 122 5—' a� Date Z1.3 / Z Signature of Applicant — Owner Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or constructR ion of structures over 3 storiesin height.— Mobile Home Installation Fee $ TOTAL PERMIT FEE $ -DC7 OCCUP. GROUP I TYPE OF CONST. PARCEL PD ND SSUE This permit is hereby issued under sion o the Butte County Code and/or wo 41Ecatab, e for which OF PUBLIC By PERMIT EXPIRES Date the applicable to do resolutions to do fees have been paid. WORKS ate _8 /& 7— Receipt No. L5 O 7 (01S WHITED. P. W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT COUNTY OF BUTTE - Department of Public Works 7.,County Center Drive, Oroville, CA. 95965 Phone: 916-534-4541 OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information in the envelope provided at your earliest opportunity to avoid unnecessary delay in processing and issuing your build- ing permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no) 2. I (have/have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: Name Address City Phone Contractors License No. M I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: Name Address City Phone Contractors License No. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name Address Phone •Type of Work Signed: Property Owner Social Security number Date NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. 1. Owner's name: 2. Installer's ne BUTTE COUNTY DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA. PHONE: 534-4541 MOB H.EHOME INSTALLATION SHEET 3. Is the site currently under permit? Yefi4/ No Yes NcyF07 (If yes, furnish permit number (If yes, identify the load and size: ) OR (Amps) 9. What Is the site an existing site? Yes / / No 10. What (If yes, furnish two (2) plot plans.) Naturaj-- PG 11. 4. Will the mobilehome be located at least 5 ft. away from septic tank and leach fields and clear of all setbacks and easements? Yes No N U (BTU) 12. (If no, clarify is the mobilehome gas demand? ------------------------------ ) (This information not required if pipe length less than 6 ft. on natural gas . or less than 50 ft. on LPG.) 5. What is the mobilehome electrical rating? ----------------------- 1ob Amps. 6. What is the mobilehome site service rating? --------------------- '-[�� Amps 7.. What is the mobilehome site circuit breaker rating? ------------- � Ames 8. Is there any other electric load to be served by the mobilehome 0 siteservice? --------------------------------------------------- Yes NcyF07 (If yes, identify the load and size: (Load) (Amps) 9. What is the mobilehome site gas pipe size? ---------------------- 10. What is the type of gas service? ----------------------------- Naturaj-- PG 11. What is the gas pipe length from meter or tank to the mobilehome? (ft.) N U (BTU) 12. What is the mobilehome gas demand? ------------------------------ (This information not required if pipe length less than 6 ft. on natural gas . or less than 50 ft. on LPG.) 0 MOB ILEHOME SUPPORT DATA ti If other than single wide, 8 Mobili,home Mfr. ®h furnish Setup Model No. year Width 1 (ft.) Box Length (ft.) Tagalong or Expando Sizeft* x�_ft. (SHOW SUPPORT DETAILS BELOW) On all mobilehomes manufactured after October 7, 1973; furnish manufacturer's installation manual and structural setup sheets (if not on file with the County of Butte). All center supports measured from front of mobilehome unless otherwise specified. Single t.)(in.) n er support 1 cations* (f t.)%in.) (ft.)(in.) (ft.) (in.) *If center piers are other than drawn above, draw in.-locations,.spacing, and dimensions. Footing$ (check one) • Wood either pressure treated or foundation grade. El 2. Other (specify) Supports (check one) Concrete block.' E] 2: Other (specify) Tagalong or Expando,' show support details. -- Typical Support .) Footing Size (ft.)(in.) -- Max. Pier Spacing -- Max. Overhang his-8� BUTTE COUNTY BUILDING DEPARTMENT / APPROVED ZZ' N NOTE:—All Materials & Workmanship Shall Be in Accordance with Recognized Good Practices and BUTTE COUNTY �f a quality prescribed for the Specified use in the P° 1lLnING DEPARTMENI Uniform Building, Plumbing & Machanical Codes and the National Electrical Code. APPROVED sr• sy. •. M. t) A v This set of plans id speciFiculivieso ken; nn the iob at a times and it is unlawful to gQ tea' T _n'? cl,i�nges or Itertstions on some without %%nF,#nn rnrrnission fr the Department of Public Works, ,County of B e. M• A setback of 5 fl from the property lines a d a setback of 50ft. from th -road centerline shall be clear of A structures or eqL ipment except - insi permit will be requi d 011ation For the for a 2 ft. eave c verhang. of the mobi Utility connections shall be within 4 ft. of the mobilehome, either - directly behind or within the rear half of the roadside (left) of the mobilehome. Q N NOTE:—All Materials & Workmanship Shall Be in Accordance with Recognized Good Practices and BUTTE COUNTY �f a quality prescribed for the Specified use in the P° 1lLnING DEPARTMENI Uniform Building, Plumbing & Machanical Codes and the National Electrical Code. APPROVED sr• sy. •. M. THERMALITO IRRIGATION DISTRICT �, r 410 GRAND AVENUE 1I•,� OROVILLE, CALIFORNIA 95965 TELEPHONE 533-0740 CSA 26 SEWER SERVICE APPLICATION AND CONNECTION PERMIT Service Address: Owner's Name: �,'.�--�,y,-,Date: Address: Acct. No: ,.. rfe %. "� r� .a •� A.P. No. 3C i a r �_� Phone: '� - °' ' �r No. Units: Applicant/Agent: Agents Proof: Address: Fees: Phone: Application $ 'r Arrearage Preliminary Review By X•T f=-�--�� Date: ,r' CSA 26 Remarks: Any modification to the or4ginal permit SC -OR requires that the sewer lateral'be brought up to 1 st mo. S'C. grade 'with a cleanout at the property ? ine., Subject Other to disconnecting original dwelling from eater and anwer, Total Fees Collected By: Date: -' r Field Review By: Date: Remarks: c MONTHLY SERVICE CHARGES WILL COMMENCE AUTOMATICALLY UPON: 0 Date of TID approval of completed building sewer -(early -connection). ❑-30-days •after�date•above, or on-date-of-D-.P-.W,approval-of-completed-bui Iding•sewer, whichever -comes.— . -first-('-'existing-construction'.=f,.prior-to•Mar..5,--.1974) ❑ 180•days-after- date -above; or-on-date - of. D.P.W-approval-of-completed-buiIding•sewen; whichever -comes -first-("new-co nstruction'=, after -Mar -5, 1974):--- 1,I !I PI ES W YBAR 7R0I1 flAfib, C,' TSSUL DISTRIBUTION: WHITE - TID, YELLOW - APPLICANT, PINK - DPW, GOLDENROD - DPW to TID m SKYLINE CORPORATION MANUFACTURED HOME INSTALLATION 'MAN UAL BRINGING AmERicA HOME. BRINGING Amu FUN. TABLE OF CONTENTS Chapter 1 — Introduction ............................................... 4 Chapter 2 — Definitions ................................................. 5 Chapter 3 — Site Preparation ZoneMaps ................................................. 6 Site Grading............................................7-8 Description of Soils .................................... 8 Chapter 4 — Foundation and Support Requirements 35-37 Piers.......................................................... 9 Design Requirements ................................. 9 Design Procedures ................................ 9-10 Acceptable Footings ................................. 10 Placement in freezing Climates ................ 10 Proper Sizing of Footings ......................... 10 Permanent Foundations ........................... 10 Flood -Prone Areas ................................... 10 Severe Wind Areas .................................. 10 Special Snow Load Conditions ................. 10 Important Reference Documents .............. 10 Typical Installations ................................... 11 Typical Pier Construction ......................... 12 Support Requirements ........................ 13-15 - Single Wides...................................... 13 - Double Wides................................ 14-15 - Sidewall Openings ................................... 15 Pavilion Dormer Blocking ......................... 16 Footing Sizes ..................................... 16-17 Chapter 5 — Set -Up Procedures 35-37 Moving Home to Location ........................ 18 Positioning Home ..................................... 18 Leveling and Blocking ......................... 18-20 - Single Wides.......:......................... 18-19 - Double Wides..................................... 20 Adjustable Outrigger ................................ 21 Use of Water Level ............ ....................... 22 Double Wide Interconnection .............. 23-24 Tie Down Instructions .......................... 25-26 Over -The -Roof Straps .............................. 26 Anchor Tables Wind Zone I ................. 27-29 Anchor Tables Wind Zone 11 & III ......... 30-31 Anchor Tables for 102" Sidewalls ............. 32 Longitudinal Tie Down Instructions ........... 33 Tie Down Example ................................... 34 WARNING ONLY EXPERIENCED PERSONS KNOWLEDGEABLE OF MANUFACTURED HOME SET-UP PROCEDURES SHOULD SET UP THIS HOME Double Wide Exterior Closure ............... 35-37 - Masonite Siding....................................35 44 - Vinyl Lap Siding .................................... 36 - HardiPanel & HardiPland Siding ...........37 Installation of Shingle Roof ...................38-39 Double Wide Utility Interconnection ......40-43 53 - Bonding................................................40 - Electrical Crossover..............................40 - Heating Crossover................................41 - Gasline Crossover................................42 - Waterline Cross Connect ......................42 47 - Drainline Cross Connect ...................... 43 Installation of Exterior Light Fixtures ..........43 55 Venting of Skirting and Crawlspace ............43 49 Metal Roof Tightening................................43 Porches & Decks.......................................43 62 Chapter 6 — Installation of Optional Features Electrical Dryer Venting .............................. 44 Gas Dryer Installation................................44 51 Gas Water Heater Venting .........................44 Grill/Range Venting....................................44 Paddle Fan Installation ..........................45-46 53 - Flush Ridge Beam................................45 - Protruding Ridge Beam.........................46 - False Beam..........................................46 Air Conditioning Electrical Connect ............47 Evaporative Cooler .................................... 47 Dealer Installed Blend Air ........................... 49 Expanding Rooms, Slide -Outs ...................49 55 Site Attached Structures ............................. 49 Garage Ready Units...................................49 Hinged Roofs and Eaves ...........................49 62 Ceiling Fans...............................................49 Telephone and Cable TV ............................ 49 Fireplace Installation..................................49 Field Installed Hearth.................................49 Field Installed Fireplace Chimney ..............50 Chapter 7 — Utility System Connection and Testing Water.......................................................... 51 Drainage - Connection ............................... 51 Drainage - 1, 1-1/2, 1-3/4 & 2 Bath.............51 Gas.......................................................51-52 Electrical.................................................... 53 Outside Panel Box.....................................53 Electrical System Test................................53 Multi -Section Frame Bonding .....................54 Typical Under -Chassis Feed Connections ................................... 54 Typical Meter Base Installation ................... 55 Meter Base & Panel w/Masthead ............... 55 Chapter 8 — Protective Window Coverings ...............56-61 Chapter 9 — Final Inspection Final Inspection .......................................... 62 Installation Inspection Checklist .................62 NOTE: THIS MANUAL IS INTENDED TO INSTRUCT AND TO ASSIST ALREADY QUALIFIED PERSONNEL IN PROPER INSTALLATION OF SKYLINE MANUFACTURED HOMES. IT IS NOT INTENDED TO ENABLE SOME- ONE UNFAMILIAR WITH MANUFACTURED HOME INSTALLATION TO PERFORM THE INSTALLATION. SETUP SHOULD BE DONE ONLY BY QUALIFIED PEOPLE. WHOEVER DOES THE SET-UP SHOULD GUARAN- TEE THEIR WORK IN WRITING FOR A REASONABLE TIME AND SHOULD, IF NECESSARY, AGREE TO RELEVEL THE HOME WITHIN 90 DAYS AFTER THE INITIAL SET-UP. Chapter 1 INTRODUCTION PLEASE READ ALL INSTRUCTIONS PRIOR TO SET-UP! This Skyline home was engineered, constructed and inspected for conformance to the Federal Manufactured Home Construction and Safety Standards in effect on the date of manufacture. This National Standard sets forth comprehensive requirements for design construction, fire safety, plumbing, heating systems and electrical systems for manufactured homes designed to be used as dwellings. This manual contains detailed installation instructions, including specifications and procedures for erection and hookup of your manufactured home. It has been written in an objective and easy -to -understand manner so it can be understood by people without extensive technical training. It discusses the set-up of the home from preparing the site through final inspection. It includes many tables and figures giving important data for proper set-up. Careful adherence to this manual by the homeowner and installa- tion crew, and consultation with a registered professional or structural engineer in those unusual circumstances it does not cover, will assure you of a quality, safe and affordable home for many years to come. Prior to locating or relocating your home, contact the local authority having jurisdiction for installation to see if permits for such procedures as blocking, anchoring, or utility connections are required. Inspections may be required during installation. On private property, zoning or development covenants may apply and should be taken into consideration. NOTE: Preparations of the site when accomplished by others than the home installer, may not be in accordance with these instructions. THE IMPORTANCE OF CORRECT SET-UP CANNOT BE OVEREMPHASIZED. Correct set-up is absolutely essential to homeowner satisfaction. If you are not absolutely certain of the proper procedure or you encounter unusual conditions, please contact your factory service representative. THE INSTRUCTIONS CONTAINED HEREIN ARE MINI- MUM REQUIREMENTS. APPLICABLE LOCAL OR STATE LAW MAY HAVE OTHER OR GREATER REQUIREMENTS WHICH MUST BE COMPLIED WITH TO OBTAIN OR REGAIN THE RIGHT TO OCCUPY THE HOME. 4 REVIEWED AND ISSUED BY CONFORMITYASSESSMENT SERVICES MARCH 31, 2003 DAPIA-UNDERWRITERS LABORATORIES, INC. The recommended procedures contained in this manual are intended to assist in proper installation of this home. Field experi- ence may justify alternate acceptable procedures which, when completed, result in performance at least equal to that which will result from conformance to the details and specifications herein. For example, on double wide installation you may find it advanta- geous, due to local conditions, to bolt the floors together prior to bolting roof halves together, or vice versa. Either method is acceptable as long as the bolting schedule is adhered to. NOTE. A MANUFACTURED HOME SET UP IN THE WRONG STRUCTURAL ZONE DOES NOT MEET THE REQUIREMENTS OF THE FEDERAL MANUFACTURED HOME CONSTRUCTION AND SAFETY STANDARDS. BEFORE COMMENCING SETUP, SEE CONSTRUCTION INFORMATION, LOCATED IN THE MASTER BEDROOM CLOSET OR AT THE ELECTRICAL DISTRIBUTION PANELBOARD, FOR DESIGNATION OF ZONE FOR WHICH THE HOME WAS CONSTRUCTED. SPECIAL CONSTRUCTION SUCH AS EXPANDO UNITS, TRIPLE WIDE UNITS, AND PERIMETER BLOCKED UNITS WILL BE COVERED IN SUPPLEMENTS TO THIS MANUAL. CONTACT YOUR FACTORY OR DEALER IF THIS HOME HAS ANY SUCH FEATURES AND YOU DO NOT HAVE THE APPLICABLE SUPPLEMENTS. WARNING: ONLY TRAINED CREWS SHOULD INSTALL THE HOME. INSTALLERS SHOULD FOLLOW THE SAFETY INSTRUCTIONS PROVIDED IN THIS MANUAL. THIS HOME WEIGHS SEVERAL TONS USE ENOUGH TEMPORARY WOOD BLOCKING TO SUPPORT THE HOME DURING SETUP. No one should be allowed under the home unless it is securely in place, even if it is not moving. T � .6; �-`&STFq'F:9G �! No. �tkt %3IA00 _* �09 •••S STATE OF O� The technical content of the Installation Manual has been reviewed by Underwriters' Laboratories, Inc. and found to be in accordance with the Federal Manufactured Home Construction and Safety Standards. Chapter.2 .. DEFINITIONS ANCHORING EQUIPMENT: , Straps, cables, turnbuckles and chains, including tensioning devices, that are used with ties to secure a manufactured home to ground anchors. ANCHORING SYSTEM: A combination of ties, anchoring equipment, and ground anchors that will, when properly designed and installed, resist the wind's overturning the home or moving it sideways. FOOTING: That part of the support system that sits directly on the ground at, below or partly below grade to support the piers. , PERIMETER SUPPORT: The portion of a support system that supports the sidewalls at the floor line. c PIER:, That portion of the support system between the footing and the manufactured home, exclusive of caps and shims. Types of piers include, but are not limited to, the following: 1. Manufactured -Steel Stands. 2. Manufactured Concrete Stands, and } , 3: Concrete Blocks , SITE; MANUFACTURED HOME:, A parcel of land designed and designated for the location of one manufactured home, its accessory` building or structures, -and accessory equipment for exclusive use of tha home's occupants. STABILIZING. SYSTEM:. A COMBINATION OF PROPERLY INSTALLED ANCHORING AND SUPPORT SYSTEM. STAND, MANUFACTURED HOME: That area of a manufactured home site which has been reserved for place- ment of a manufactured home. SUPPORT SYSTEM: A combination of footings, piers, caps and shims that will, when properly installed, support the manufactured home. 5 Chapter 3 SITE PREPARATION ZONE MAPS OF THE UNITED STATES °WA (t ME 'W I OR j D l r-- J -- MN ✓ Y l i SD- m t- WY ,E I MI SJ j NV / 1 IL I IN OH. PA CT C� lR CO I CA KS MO VA % - WD t t7' NC I f \ AZ 'I NM I I OK I Al T�N ; \SC Y LII AL GA rx WS AL FL \ HI ''' ❑ SOUTH 20 PSF MIDDLE 30 PSF ROOF LOAD ZONE MAP NORTH 40 PSF -WA i( --- OR j MT ND�%j� vr..� ME t � 1 1D — i SID MN \W MI NY AMA ro 1 F '- ` i t PA CT G NV i Ln I 1, NE IA IL I IN OH -rT- i DE CA I...___L CO I KSI MO j ,ice VA nro �N` Fes- �-- - r t.TNC ,1 l- AZ i NM .�AR ` —i SC Tx C �MSToL�GA AK ..;:: ❑ ZONE ZONE II WIND ZONE MAP ZONE III The following local governments listed by state (county/ parishes, unless noted otherwise) are located in WIND ZONE ALABAMA - Baldwin and Mobile FLORIDA - All counties except those identified as being within Wind Zone III. GEORGIA - Bryan, Camden, Chatham, Glynn, Liberty and McIntosh LOUISIANA - Acadia, Allen, Ascension, Assumption, Calcasieu, Cameron, East Baton Rouge, East Feliciana, Evangeline, Iberia. Iberville, Jefferson Davis, LaFayette, Livingston, Pointe Coupee, St. Helena, St. James, St. John the Baptist, St. Landry, St. Martin, St. Tammany, Tangipahoa, Vermillion, Washington, West Baton Rouge and West Feliciana. MAINE - Hancock and Washington MASSACHUSETTS - Barnstable, Bristol, Dukes, Nantucket and Plymouth MISSISSIPPI - George, Hancock, Harrison, Jackson, Pearl River and Stone NORTH CAROLINA - Beaufort, Brunswick, Camden, Chowan, Columbus, Craven, Currituck, Jones, New Hanover, Onslow, Pamlico, Pasquotank, Pender, Perquimans, Tyrrell and Washington SOUTH CAROLINA - Beaufort, Berkeley, Charleston, Colleton, Dorchester, Georgetown, Horry, Jasper and Williamsburg. 6 -WA i ND 7 OR MN i ID/�- --------- SD WY _ -- MI j T ctj — 1 I I IJV � UTjr— ----- -I NE � ` IL I IN OH CO r ^! �j AK 1 iIi spa ZONE I Ste, �i El ZONE 2 ZONE 3 HEATING AND COOLING ZONE MAP PA NY _DE IN WIND ZONES II AND III, UNLESS THE HOME AND ITS ANCHORING AND FOUNDATION SYSTEM HAVE BEEN DESIGNED FOR THE INCREASED REQUIRE- MENTS OF EXPOSURE `D' OF ANSI/ASCE 7-88, IT SHOULD NOT BE LOCATED WITHIN 1500 FEET OF THE COASTLINE. WIND ZONE II (continued): TEXAS -Arkansas, Brazoria, Calhoun, Cameron, Chambers, Galveston, Jefferson, Kenedy, Kleberg, Matagorda, Nueces, Orange, Refugio, San Patricio and Willacy VIRGINIA (The cities of)- Chesapeake, Norfolk, Portsmouth, Princess Anne and Virginia Beach The following local governments listed by state (county/ parishes, unless noted otherwise) are located in WIND ZONE III: FLORIDA - Broward, Charlotte, Collier, Dade, Franklin, Gulf, Hendry, Lee, Martin, Manatee, Monroe, Palm Beach, Pinellas and Sarasota LOUISIANA - Jefferson, La Fourche, Orleans, Plaquemines, St. Bernard, St. Charles, St. Mary and Terrebonne NORTH CAROLINA - Carteret, Hyde and Dare. The following states and territories are within WIND ZONE III: State of HAWAII ALASKA - Costal regions between the 90 mph isotach on ASCE 7-88 wind map and the coast. U.S. TERRITORIES - American Samoa, Northern Mariana Islands, Trust Territory of Pacific Islands, Guam, Puerto Rico and U.S. Virgin Islands. SITE PREPARATION (Continued) SITE PREPARATION The importance of site preparation for a problem -free installa- tion cannot be overstated. All vegetation must be removed from under the home site. The site must be properly graded and sloped to provide for storm drainage runoff. In particular, the area under the home must be graded to prevent water accumu- lation. Skyline Corp. recommends the home site slope 10 feet in all directions away from the home. If the home is sited on - sloping terrain or a hillside, the soil must be graded on all sides to channel storm runoff around the home and not under it. If the home is set in a pit, it is extremely important to provide water drainage from under and around the home. WARNING: THE AREA UNDER AND AROUND THE HOME MUST BE SLOPED TO PREVENT WATER ACCUMULATION. EXCESSIVE MOISTURE UNDER THE HOME CAN CAUSE UNNECESSARY DETERIORATION, AND CAUSE CONDEN- SATION PROBLEMS, WHICH COULD AFFECT THE HOME'S WARRANTY. IT COULD ALSO AFFECT THE STABILITY OF THE FOOTINGS AND PIERS WHICH SUPPORT THE HOME. If the home is to be perimeter skirted or "pit -set," ventilation of the under -floor area is required to minimize the effect of mois- ture under the home. Ventilation openings must be provided in the under -floor enclosure or skirting on at least three (3) sides (preferable on all sides) with a net area of at least one square foot per 150 square feet of floor area. The required ventilators are to be approximately equally spaced around the perimeter of the home with a ventilation opening within three (3) feet of each outside corner. Proper support of the manufactured home must allow for.soil conditions in the immediate area. Pier footings must be placed on firm undisturbed soil (not loose fill) or soil which has been compacted to at least 90 percent of its maximum relative density. Support piers may also be placed directly on concrete slabs designed for manufac- tured home placement as found in manufactured home communities. After completion of grading and filling (if necessary), The bearing capacity of the soil at the depth of the foot- ings should be determined. A pocket penetrometer (available from engineering supply houses) or other method acceptable to local jurisdictions may be used. If the soil cannot be tested but can be identified, use the foundation bearing pressures shown in Figure 3-1 as a guide. If the soil cannot be identified, use the lowest value, 1,000 PSF. Under unusual conditions, or if the soil appears to be peat or uncompacted soil, consult a local geologist or professional engineer for aid. CAUTION EXCESSIVE WATER IN THE SOIL UNDER THE HOME WILL CAUSE UNNECESSARY DETERIORATION OF THE HOME AND AFFECT THE COMFORT LEVEL IN THE HOME. CONTINUOUS STANDING WATER UNDER THE HOME CAN CAUSE CONDENSATION PROBLEMS AND AFFECT THE HOME'S WARRANTY. PREVENTION OF WATER BENEATH THE HOME SINGLE SECTIONAL DO CROWN AND GRADE SITE TO DONT GRADE SLOPE AWAY SITE SO THAT FROM HOME WATER COLLECTS BENEATH THE HOME la DOUBLE SECTIONAL DO CROWN AND DONT GRADE GRADE SITE TO SITE SO THAT SLOPE AWAY WATER COLLECTS FROM HOME BENEATH THE HOME TRIPLE SECTIONAL in i =u=ii=n=n-u-�-u=_a-ii-Trn=a=ii=u-a-�-„_ . • •ii=u=n-u_=„_.-.... „--a-n=u= - • • ,,qu ii iru=u:-u-n.=u-a�.u,,.u. �n.,u.=n ;n n�=n-ii=u n=n it i. -n -n. -u -n=n. -u u=n-u.-u-n:-n=ir=ii-u-n-iT-n.=ii=a=u-iri SITE PREPARATION (Continued) GROUND BARRIER There is a strong tendency for ground moisture to be drawn into the home, greatly complicating efforts to control humidity and condensation. I A ground moisture -vapor retarder of 6 mil: rated polyethylene plastic, vinyl or similar material laid on the ground surface under the home is recommended to assist in controlling the humidity in the home. General Description of Soils Soil Type Allowable Pressure Based on the Unified Classification System (Pounds Per Square Foot) No allowances made for overburden pressure, embedment, depth, water table height, or settlement problems. Rock or Hard Pan 4,000 and up Sandy Gravel and Gravel 2,000 Sand, Silty Sand, Clayey Sand 1,500 Silty Gravel, or Clayey Gravel Clay, Sandy Clay, 1,000 Silty Clay, or Clayey Silt Uncompacted Fill Special Analysis is Required Peat or Organic Clays Special Analysis is Required NOTE: To be used only when none of the following is available: a. Soils investigation and analysis of the site. b. Compliance with the local building code. c. Competent opinion by a local engineer or building official. d. If the soil bearing capacity is less than 1,000 PSF, consult a professional engineer for foundation system requirements. FIG. 3-1 CHAPTER 4 FOUNDATION AND SUPPORT REQUIREMENTS NOTE: This chapter covers only foundations. Page 11 - summarizes the usual types. Set-up procedures and methods for securing the home to its foundation are.discussed in Chapter 5. A home that is certified for a higher roof load zone than the area that it is installed, may be set on'a foundation system that is designed for the roof load zone for that area of the country. For example, a home that is certified to withstand a 30 PSF roof load is installed in a 20 PSF roof load zone area. The support under the home need only be designed for the 20 PSF roof load, in accordance with the requirements set forth - in this manual. PIERS Importance. Incorrect size, location or spacing of piers may cause serious structural damage to the home. It is important to install piers around the perimeter if required for the home. Failure to do so may lead to sagging floors, walls and roofs. Acceptable Types. Piers may be concrete blocks or pressure treated wood, capped and shimmed with wedges, or adjust- able manufactured metal or concrete devices (see Figure 4-2). Manufactured piers should be listed and labeled for the required load capacity. DESIGN REQUIREMENTS Load -Bearing Capacity. The load that each pier must carry depends on factors such as the dimensions of the home, the roof live load, the spacing of the piers, and the way they are used to support the home. Center beam/marriage wall block- ing is required for multisection homes. See tables 1 and 2 for pier capacities. Manufactured piers must be rated to at least these capacities, and locally con- structed piers must be designed to transmit these loads safely. Configuration. Figure 4-2 shows the recommended arrange- ment of concrete piers constructed on-site.. Concrete blocks should have nominal dimensions of at least 8" x 16". They must be stacked with their hollow cells aligned vertically. When piers are constructed of blocks stacked side-by-side, every layer should be at right angles to the previous one (See Figure 4-2). Cap hollow block piers as shown in Figure 4-2 to distribute the structural load evenly across them. Caps may be of solid masonry or hard wood, and of the same length and'width as the piers they rest upon. Avoid plywood, as if may lead to unwanted settling or movement. Use 4"x 6" hardwood shims (wedges to level the home and fill any gaps between the base of the I-beam and the top of the pier cap. Always use shims in pairs (See Figure 4-2). Drive them in tightly so they do not occupy more than 1" of vertical space: When the space to be shimmed is less than the minimum thickness of available caps or concrete blocks, dimension lumber may be used under the caps. Select manufactured pier heights s6 that their adjustable risers do not extend more than recommended by the manu- facturer when finally positioned. All piers must rest on footings that either extend below the frost line or are otherwise protected from frost ef- fects, and are placed on either undisturbed soil or com- pacted fill. DESIGN PROCEDURES Piers Less Than 36" High. Construct piers less than 36" high out of single, open or closed -cell concrete blocks; 8" x 8" x 16". Install them so that the long side is at right angles to the supported I-beam (See Figure 4-2). Position open cells vertically upon the footers. (See Figure 4-1). Horizontal offsets should not exceed 1/2" top to bottom. Mortar is not normally required. Manufactured piers should be listed and labeled. Do not extend their -adjusting studs beyond the limits specified by the manufacturer. Piers 36" to 80" High. Construct all piers between 36" and 80" high, and all corner piers over three (3) blocks high, out of double, interlocked concrete blocks (See Figure 4-2). Mortar will not normally be required. Piers Over 80" High. Where permitted'by local codes, lay them in concrete mortar with steel reinforcing bars inserted in the block cells and fill the cells with concrete. Where such construction is not permitted by.local codes, have piers over 80" high designed by a registered professional or structural engineer. Location and Spacing. The location and spacing of piers depend upon the dimensions and weight of the home, the roof load zone, size, and type of construction of the footings. Other factors such as the location of doors or other open- ings and heavy pieces of furniture are also important. In general locate piers no more than 2' from either end, and not over 10' o.c: Single -Section Homes. Figure 5-2 shows the recommended locations and spacing of piers for single -section homes. Multi -Section Homes. Figure 5-3 shows the recommended location and spacing of piers for multi -section homes. Under Doors and Heavy Furniture. Place additional piers on both sides of exterior doors, side-wall openings wider than 4' (such as sliding glass doors), at Pavilion dormers, under porch posts, wood stoves, and under the expected locations of heavy pieces of furniture such as pianos, organs, waterbeds, etc. 9 FOUNDATION AND SUPPORT REQUIREMENTS (Continued) DESIGN PROCEDURES (Continued) Footings. Support every pier with a properly designed footing, as follows. ACCEPTABLE TYPES OF FOOTINGS. Concrete. Footings may consist of precast or poured -in-place concrete, pads, slabs, or ribbons with a 28 -day compressive strength at 3,000 psi. Pressure -Treated Permanent Wood. Two layers of 2" thick pressure -treated wood planks, with the long dimension of the second layer placed perpendicular to that of the first, fastened with cut edges painted or retreated, may also be used. Other Materials. You may also use other materials approved for this use by local authorities if they provide equal loadbearing capacity and resistance to decay. PLACEMENT IN FREEZING CLIMATES. Conventional Footings. For frost -susceptible soils, to preclude the harmful effects of ground frost heave, footings should usually be placed below the frost line. Consult local authorities to determine frost penetration. In the absence of a local code, use the frost penetration map as a guide. Floating Slab System. When properly engineered by a registered professional engineer, compatible with the anchor- age requirements of Chapter 5, and acceptable to the local authority having jurisdiction, a "floating slab system" may be used above the frost line. Insulated Foundations. Footings may also be placed above the frost line when the home is provided with a perimeter foundation or skirting having insulation properties sufficient to prevent freezing of the soil under or adjacent to every load- bearing component of the foundation and acceptable for this purpose by the local authority having jurisdiction. Useful design guidelines may be found in references at the end of this chapter. Insulation systems should be compatible with the requirement to cross ventilate the entire space under the home. Proper Sizing of Footings. Proper sizing of footings de- pends upon the load -carrying capacity of both the piers and the soil. See Table 4 for recommended footing sizes. See Table 4B for minimum required concrete footing thickness. Footing size in no case shall be less than 144 sq. in. or smaller than the pier it supports. Permanent Foundations. Check local building codes and regulations and consult a registered professional or structural engineer when you are setting your home on a permanent foundation (such as a full basement, crawl space or load- bearing perimeter foundation). A permanent foundation design, which meets most local codes, may be available from Skyline Corporation. Please contact the Skyline division which manufactured the home or Skyline's National Director of Consumer Relations. 10 Flood -Prone Areas. Skyline Corporation does not recommend locating homes in river or coastal flood -prone areas. Special elevation and anchoring techniques are required when locating in a flood -prone area. Consult a registered professional or structural engineer to make sure that the home design and construction conform to applicable federal, state and local codes and regulations. The FEMA publication listed below contains design and construction recommendations. Severe Wind Areas. Special foundation and anchoring tech- niques are required when locating in a severe wind area. Consult a registered professional or structural engineer. The HUD foundations design guide referenced herein contains recommendations for designing foundations and anchoring systems. Do not place your home in a wind zone more severe than the one indicated on the data plate located by your home's main electrical panel. Special Snow Load Conditions. Homes designed for and located in heavy snowfall areas or subject to other extreme loading conditions may require special piers or footings. See tables and/or special manufacturer's instructions provided with your home. IMPORTANT REFERENCE DOCUMENTS • Foundation plans available from manufacturer. ANSI/NCSBCS A225.1-1987, "Manufactured Home Installations," NCSBCS, 505 Huntmar Park Drive, Herndon, VA 22070, (703)437-0100. ASCE 7-88, "Minimum Design Loads for Buildings and other Structures," ASCE, 345 East 47th Street, New York, NY 10017-2398. • FEMA 85, "Manufactured Home Installation in Flood Hazard Areas," FEMA, Washington, DC 20472, (202)646-2708, September, 1985. • HUD Handbook 4930.3 (1989), "Permanent Foundations Guide for Manufactured Housing," HUD, 415 7th Street, S.W., Washington, CD 20410. • "All Weather Wood Foundation Systems Manual," National Forest Products Association, 1619 Massachusetts Ave., N.W., Washington, DC 20036, June, 1976. • "Design Guide for Frost -Protected Shallow Foundations," Prepared for U.S. Dept. of Housing and Urban Develop ment by" NAHB, Upper Marlboro, MD, June, 1994, Instrument No. DU1001<000005897. • "Building Foundation Design Guidebook," Document No. DE 88013350, National Technical Information Service, 5285 Port Royal Road, Springfield, VA 22161. FOUNDATION AND SUPPORT REQUIREMENTS (Continued) MANUFACTURED HOME INSTALLATIONS SINGLE OR MULTI -SECTION HOMES TYPES OF FOUNDATION SYSTEM MAIN COMPONENTS(*) 1. Piers -Ground Anchors. Home rests on piers of concrete block, formed -in-place concrete, permanent wood or steel pedestals on permanent wood, crushed stone or concrete footers. Ground anchors in soil angled to resist straps or embedded in concrete deadmen in soil. Straps tied to the frame, with or without over -the -top straps. 2. Concrete Slab or Continuous Footing. Home rests on a concrete slab or ribbons of concrete. Straps tied between frame and perimeter footers or concrete slab. Skyline Corp. recommends installing earth anchors prior to pouring concrete slab. Concrete slab should be sloped to prevent water accumulation under home. 3. Pile/Post System. Home rests on piles/posts placed sufficiently deep in the ground to resist all wind, snow, frost heave and earthquake forces. Straps fasten home to the piles/posts or caps placed thereon. 4. Concrete or Concrete Block Load -Bearing Perimeter Walls (Basement or Crawl Space). Home rests on exterior load- bearing walls which sit on concrete footings' weight to resist all external forces. The floor connection to foundation resists external forces. *For Skyline multi -section homes, the mating walls are supported by piers or support walls with straps and ground anchors, providing resistance to downward and uplift forces. TYPICAL FOOTING PADS FIG. 4-1 11 SINGLE PAD FOOTING R�=r.� ` DOUBLE PAD SINGLE PAD FOOTING 24" 6 FOOTING F .. Y I DOUBLE PAD TRIPLE PAD FOOTING Y J `; .� DOUBLE PAD FOOTING - FOOTING TWO DOUBLE PAD FOOTING F� LOAD DISTRIBUTING PAD FOR SUPPORT ` W I LOAD DISTRIBUTING PAD ` TWO DOUBLE PAD FOOTING TRIPLE PAD FOOTING FOR SUPPORT (24' X 24' X 4') - QUAD PAD FOOTING 16"x16"x4" CONCRETE PAD FOOTINGS 8"x16"x4".CONCRETE PAD FOOTINGS 2"x12"x24" WOOD PAD FOOTINGS 11 FOUNDATION AND SUPPORT REQUIREMENTS (Continued) TYPICAL PIER CONSTRUCTION �I-Beam frame Gap between top of pier and mainframe maybe hardwood plate (not exceedingg 2" in thickness) /and shims (not exceeding 1" in thickness). Shims shall be at least 4" wide and 6 long, fitted and driven tight between wood plate or pier and main frame. 2" or 4" solid concrete block may fill remainder of gap. Cap — Wood or concrete, 2" x 8" x 16" installed with 16" dimension ••••� 1••, perpendicular to the I-beam frame. ��••`P�•• •: ••.,�� Single open or closed cell concrete blocks 8" x 8" x 16" (open cells �': placed vertically upon footer) installed with 16" dimension perpen- �: �' •-' �' dicular to the I-beam frame. At Footing - Solid concrete or other product approved for the purpose. _ Size according to Table 4. ' @; Ground Level �• �N�'��r ---------- 9 ------- —�— • A1.�•`�� Footing below frost line when subject to frost heaving. ••a••,,,..••• SINGLE BLOCK PIER - 8000 LBS. MAXIMUM CAPACITY. PIER (o•� 98 CAPACITY MUST BE EQUAL TO OR MORE THAN REQUIRED FOOTER CAPACITY Cap - Solid concrete block or equivalent. —Double Interlocked Blocks, Max. Height is 80". 'oncrete grouting r Steel reinforcing bars For piers exceeding 80 inches in height the concrete blocks should be filled with concrete grouting and steel reinforcing rods should be used. DOUBLE BLOCK PIER -14000 LBS. MAXIMUM CAPACITY. PIER CAPACITY MUST BE EQUAL TO OR MORE THAN REQUIRED FOOTER CAPACITY. Footings placed on firm undisturbed soil or in controlled fill free of grass and organic materials compacted to a minimum load bearing capacity of 1000 PSF. `y103 5 1 36 21 2 82 13 67 ' 13 1 6 21 2 6 3 4 6 2 1 2 18 /36 90 36 SJ18 60 3 g• 48 68 36 60 48 12 48 15 24 6 30 18 48 26 24 18 12 6 36 24 3648 N is 21 16 18 30 6 12 V,2'1 5 37 17 20 1� 21 13 12 1 114 21 1o\ 5 6 27 2 2 3 40 \� 48 36 60 486 28 605 83 48 25 \� 1618 6 I 30 12 _ 20 7 1 3 20 6 24 21 17 13 15 6 36 18 4 9 12 104 6 \ 2 2 3• Frost Penetration Map 36 42 (,s 36' 454 1242 4` 4 5 0 72 48 60 48 AVERAGE DEPTH OF FROST PENETRATION — IN INCHES SOURCE: U.S. Dept. of Commerce Weather Bureau 12 FIG. 4-2 FOUNDATION AND SUPPORT REQUIREMENTS (Continued) SUPPORT REQUIREMENTS The design loads and minimum footing sizes used in the The support requirements for homes designed for 60 PSF and selection of the support structure are set forth in Table 4. higher roof load (and those specifically indicated_ middle and The loads and footing sizes are the minimum values to be ' north zone homes) are found in the supplement accompanying used for the support structure and are based on the this manual entitled "Manufactured Home Installation for Perim - indicated roof live load and a floor live load of 40 PSF. eter Blocking." All load bearing supports and footings may be subject to Contact the Skyline division that built the home for more approval by the local Enforcement Agency. information concerning perimeter blocking. TABLE 1 PIER -LOADING UNDER MAIN I -BEAMS SINGLE -WIDE HOMES NOTES: - 1 . See Table 4 for minimum footing sizes based on pier loads and allowable soil bearing capacities. The footing sizes and pier loads are minimums required for the applicable conditions. The footing shall not be smaller than the pier it supports of 144 square inches. 2. The maximum spacing of supports is not to exceed 10 feet. 3. Where it is impractical to maintain spacing, such as in the axle area, the average of the distance to each adjacent support may be used to determine support requirements. For example: if the distances to the adjacent supports were 6'-0" and 8'-0", the average spacing would be 7'-0". t 61-019 81-011 CERT >It 09703 SAT OF V ,b --9o: Pier C sf Pier Pier 6 �ONA1. The average spacing for pier B would be (6 + 8) / 2 - 7 ft., therefore, pier B would be designed for 7 ft. pier spacing. 4. The last line in the above Table is the weight per foot each main I-beam is carrying. Multiply this number by the span a pier is carrying to determine the required capacity of that pier. 13 12' WIDE HOMES 14' WIDE HOMES 16' WIDE HOMES Pier Spacing Under Main I -Beams (Ft.) Pier Load (Lbs) 20 PSF Roof Zone Pier Load (Lbs) 30 PSF Roof Zone Pier Load (Lbs) 40 PSF Roof Zone Pier Load (Lbs) 20 PSF Roof Zone Pier Load (Lbs) 30 PSF Roof Zone Pier Load (Lbs) 40 PSF Roof Zone. Pier Load Pier Load (Lbs) (Lbs) 20 PSF 30 PSF Roof Roof Zone Zone Pier Load (Lbs) 40 PSF Roof Zone 4 2130 2420 2560 2410 2740 2940 2700 3060 3320 5 2660 3020 3190 3020 3420 3670 3370 3830 4150 6 3190 3620 3830 3620 4110 4410 4050 4590 4980 7 3720 4230 4470 4220 4790 5140 4720 5360 5810 8 4250 4830 5110 4820 5480 5880 5400 6120 6640 9 4780 5440 5750 5430 6160 6610 6070 '6890 10 5320 6040 0380 60306850 7340 6750 7650 8300 Wt. Per Foot See No 4 532 604 638 603 685 734 675 765 830 NOTES: - 1 . See Table 4 for minimum footing sizes based on pier loads and allowable soil bearing capacities. The footing sizes and pier loads are minimums required for the applicable conditions. The footing shall not be smaller than the pier it supports of 144 square inches. 2. The maximum spacing of supports is not to exceed 10 feet. 3. Where it is impractical to maintain spacing, such as in the axle area, the average of the distance to each adjacent support may be used to determine support requirements. For example: if the distances to the adjacent supports were 6'-0" and 8'-0", the average spacing would be 7'-0". t 61-019 81-011 CERT >It 09703 SAT OF V ,b --9o: Pier C sf Pier Pier 6 �ONA1. The average spacing for pier B would be (6 + 8) / 2 - 7 ft., therefore, pier B would be designed for 7 ft. pier spacing. 4. The last line in the above Table is the weight per foot each main I-beam is carrying. Multiply this number by the span a pier is carrying to determine the required capacity of that pier. 13 FOUNDATION AND SUPPORT REQUIREMENTS (Continued) TABLE 2 PIER LOADING UNDER MAIN I -BEAMS DOUBLE -WIDE HOMES NOTES: 1. See Table 4 for minimum footing sizes based on pier loads and allowable soil bearing capacities. The footing sizes and pier loads are minimum required for the applicable conditions. The footing shall not be smaller than the pier it supports of 144 square inches. 2. The maximum spacing of supports is not to exceed 10 feet. 3. Where it is impractical to maintain spacing, such as in the axle area, the average of the distance to each adjacent support may be used to determine support requirements. For example: if the distances to the adjacent supports were 6'-0" and 8'-0", the average spacing would be 7'-0". 6f-011 < 87-01) 114 V I o 31 I Pier A Pier B Pier C ............. IA �4•ZI.97 The average spacing for pier B would be (6 + 8) / 2 = 7 ft., therefore, pier B would be designed for 7 ft. pier spacing. 4. Concentrated loads at marriage line (see Table 3). 5. The last line in the above Table is the weight per foot each main I-beam is carrying. Multiply this number by the span a pier is carrying to determine the required capacity of that pier. 14 20' WIDE HOMES 24' WIDE HOMES 26'& 28' WIDE HOMES 32' WIDE HOMES Pier Spacing Under Main I -Beams (Ft.) Pier Load (Lbs) 20 PSF Roof Zone Pier Load (Lbs) 30 PSF Roof Zone Pier Load (Lbs) 40 PSF Roof Zone Pier Load (Lbs) 20 PSF Roof Zone Pier Load (Lbs) 30 PSF Roof Zone Pier Load (Lbs) 40 PSF Roof Zone Pier Load (Lbs) 20 PSF Roof Zone Pier Load (Lbs) 30 PSF Roof Zone Pier Load (Lbs) 40 PSF Roof Zone - Pier Load (Lbs) 20 PSF Roof Zone Pier Load (Lbs) 30 PSF Roof Zone Pier Load (Lbs) 40 PSF Roof Zone 4 1810 2060 2170 2100 2390 2560 2360 2630 2940 2680 3000 3320 5 2270 2580 2710 2630 2980 3190 2950 3350 3670 3350 3750 4150 2720 3100 3260 3150 3580 3830 3540 4020 4410 4020 4500 4980 7 3170 3610 3800 3680 4180 4470 4130 4690 5140 4690 5250 5810 8 3630 4130 4340 4200 4770 5110 4720 5360 5880 5360 6000 6640 9 1 4080 4640 4880 4730 5370 5750 5310 6030 6610 6030 6750 7470 10 4540 5160 5420 5250 5970 6380 5900 6700 7340 6700 7500 8300 Wt. Per Foot See Note 5 454 516 • 542 525 1 597 1 638 1 590 1 670 734 670 750 830 NOTES: 1. See Table 4 for minimum footing sizes based on pier loads and allowable soil bearing capacities. The footing sizes and pier loads are minimum required for the applicable conditions. The footing shall not be smaller than the pier it supports of 144 square inches. 2. The maximum spacing of supports is not to exceed 10 feet. 3. Where it is impractical to maintain spacing, such as in the axle area, the average of the distance to each adjacent support may be used to determine support requirements. For example: if the distances to the adjacent supports were 6'-0" and 8'-0", the average spacing would be 7'-0". 6f-011 < 87-01) 114 V I o 31 I Pier A Pier B Pier C ............. IA �4•ZI.97 The average spacing for pier B would be (6 + 8) / 2 = 7 ft., therefore, pier B would be designed for 7 ft. pier spacing. 4. Concentrated loads at marriage line (see Table 3). 5. The last line in the above Table is the weight per foot each main I-beam is carrying. Multiply this number by the span a pier is carrying to determine the required capacity of that pier. 14 FOUNDATION AND SUPPORT REQUIREMENTS (Continued) TABLE 3 PIER LOADING UNDER CENTERLINE BEAMS DOUBLE -WIDE HOMES NOTES: 1) Where a column is located between two openings, sum the loads for each opening to obtain the required pier load. 2) See table 4 for minimum footing sizes based on pier loads and allowable soil bearing capacities. 3) The concentrated load consist of roof load only. 4) Pier locations at the marriage wall are marked with paint or metal indicator straps. 5) Piers used side by side to obtain the required load are permissible. PIER LOADING AND INSTALLATION UNDER SIDEWALL DOORS AND WINDOWS Unit sidewall .__.Unit sidewall Typical door or window �. = opening - Width varies - see table below. A Floorjoists Floor joists.�Ter 4x4 block, 4' longer jTypical Pier han joist spacing.nstalled such that it• • See note spans joists on either side of doorjamb. ie Pr installed when Pier installed when SECTION 'A -A' joist is not under joist is under doorjamb. doorjamb. TABLE 3A 20' WIDE HOMES . 78.5" MAX. OPENING 4' WIDE HOMES 26'& 28' WIDE HOMES Pier Load (Lbs) 20 PSF Roof Zone 32' WIDE HOMES Pier Load Pier Load 40 PSF 20 PSF Roof Roof Zone Zone Span Between Columns (Ft.) See note I Pier Load (Lbs) 20 PSF Roof Zone Pier Load (Lbs) 30 PSF Roof Zone Pier Load (Lbs) 40 PSF Roof Zone Pier Load (Lbs) 20 PSF Roof Zone Pier Load (Lbs) 30 PSF Roof Zone Pier Load (Lbs) 40 PSF Roof Zone Pier Load (Lbs) 20 PSF Roof Zone Pier Load (Lbs) 30 PSF Roof Zone Pier Load (Lbs) 40 PSF Roof Zone Pier Load (Lbs) 20 PSF Roof Zone Pier Load (Lbs) 30 PSF Roof Zone Pier Load (Lbs) 40 PSF Roof Zone 6 900 1200 1500 1080 1440 1800 1260 1680 2100 1350 1800 2250 10 1500 2000 2500 1800 2400 3000 2100 2800 3500 2250 3000 3750 12 1800 2400 3000 2160 2880 3600 2520- 3360 4200 2700 3600 4500 14 2100 2800 3500 2520 3360 4320 2940 3920 4900 3150 4200 5250 16 2400 3200 4000 2880 3840 4800 3360 4480 5600 3600 4800 6000 18 2700 3600 4500 3240 4320 1 5400 1 3780 1 5040 1 6300 1 4050 $400 6750 20 3000 4000 5000 3600 4800 1 6000 1 4200 1 5600 1 7000 1 4500 J 6000 7500 24 3600 4800 6000 4320 5760 1 7200 1 5040 1 6720 1 8400 1 5400 1 7200 9000 NOTES: 1) Where a column is located between two openings, sum the loads for each opening to obtain the required pier load. 2) See table 4 for minimum footing sizes based on pier loads and allowable soil bearing capacities. 3) The concentrated load consist of roof load only. 4) Pier locations at the marriage wall are marked with paint or metal indicator straps. 5) Piers used side by side to obtain the required load are permissible. PIER LOADING AND INSTALLATION UNDER SIDEWALL DOORS AND WINDOWS Unit sidewall .__.Unit sidewall Typical door or window �. = opening - Width varies - see table below. A Floorjoists Floor joists.�Ter 4x4 block, 4' longer jTypical Pier han joist spacing.nstalled such that it• • See note spans joists on either side of doorjamb. ie Pr installed when Pier installed when SECTION 'A -A' joist is not under joist is under doorjamb. doorjamb. TABLE 3A NOTES: ' 1) Piers are required at all entry doors and window openings greater than four feet. 2) Piers are also required at bay windows where the sidewall opening is greater than four feet. 3) Piers are not required at door and window openings located along endwalls. 4) Piers are not required at some door and window locations if the floor has been reinforced at the factory. Contact the division that built your home to determine if this is applicable to your home. 5) See table 4 for minimum footing sizes based on pier loads and allowable soil bearing capacities. 6) Maximum pier setback is 6". If pier load (from table 3A) is 1240 lbs. or less, and nominal unit width is 12', 14', 20', 24', 26', or 28', then setback may be 10" max. If pier load (from table 3A) is 1930 lbs. or less, and nominal unit width is 16', 18', or 32', then setback may be 10" max. 7) For piers between multiple openings, sum -the loads for each opening to obtain the required load. 15 48" OPENING . 78.5" MAX. OPENING 108" MAX. OPENING 121" MAX. OPENING Nominal Unit Width (Ft.) Pier Load (Lbs) 20 PSF Roof Zone Pier Load (Lbs) 30 PSF Roof Zone Pier Load Pier Load 40 PSF 20 PSF Roof Roof Zone Zone Pier Load 30 PSF Roof Zone Pier Load 40LPSF Roof Zone Pier Load 20 PSF Roof Zone Pier Load ) 30 PSF Roof Zone Pier Load (Lbs) 40 PSF Roof Zone Pier Load (Lbs) 20 PSF Roof Zone Pier Load (Lbs) 30 PSF Roof Zone Pier Load (Lbs) 40 PSF Roof Zone 12 500 1 640 790 810 1 1050 1280 1110 1 1440 1760 1250 1 1610 1980 14 550 1 710 870 890 1160 1430 1230 1 1600 1960 1370 1 1780 2200 16 600 780 960 980 1270 1570 1340 1750 2260 1500 1960 2420 18 650 840 1040 1050 1380 1700 1450 1890 2340 1620 2190 2620 20 440 570 690 720 920 1130 990 1270 1550 1100 1420 1730 24 500 640 790 810 1050 1 1280 1110 1440. 1760 1250 1610 1980 26 520 680 830 860 1110 1360 1180 1520 1870 1320 1710 2100 28 540 700 860 880 1140 1400 1210 1570 1930 1 1350 1750 2160 32 590 760 940 950 1240 1530 1310 1710 2110 1 1470 1910 2360 NOTES: ' 1) Piers are required at all entry doors and window openings greater than four feet. 2) Piers are also required at bay windows where the sidewall opening is greater than four feet. 3) Piers are not required at door and window openings located along endwalls. 4) Piers are not required at some door and window locations if the floor has been reinforced at the factory. Contact the division that built your home to determine if this is applicable to your home. 5) See table 4 for minimum footing sizes based on pier loads and allowable soil bearing capacities. 6) Maximum pier setback is 6". If pier load (from table 3A) is 1240 lbs. or less, and nominal unit width is 12', 14', 20', 24', 26', or 28', then setback may be 10" max. If pier load (from table 3A) is 1930 lbs. or less, and nominal unit width is 16', 18', or 32', then setback may be 10" max. 7) For piers between multiple openings, sum -the loads for each opening to obtain the required load. 15 FOUNDATION AND SUPPORT REQUIREMENTS (Continued) PAVILON DORMER BLOCKING 16 NOTES: 1) All units that have a Pavilion dormer require additional perimeter blocking. 2) Install piers under door/window openings and at each end of Pavilion wall. Install piers 4'-0" o.c. max between end of pavilion wall and door/window opening. 3) See table 3A for required pier capacities under windows or doors. 4) Piers located at each end of wall and spaced 4'-0" o.c. shall support 1300lbs. min. 5) For roof loads in excess of 40 PSF, install piers per the "Manufactured Home Installation for Perimeter Blocking" supplement. TABLE 4 FOOTING SIZES TABLE 4A COMMON FOOTING SIZES AND CAPACITIES FOOTING FOOTING CAPACITY AT VARIOUS ALLOWABLE SOIL BEARING FOOTING SIZES IN x IN OR EQUAL AREAS SQ. IN. 1000 PSF' 1500 PSF 2000 PSF 3000 PSF 4000 PSF ALLOWABLE SOIL BEARING VALUE 1780 2665 3555 5335 REQUIRED PIER 1000 PSF 1500 PSF 2000 PSF 3000 PSF 4000 PSF 6000 PSF LOAD REQUIRED TYPICAL REQUIRED TYPICAL REQUIRED TYPICAL REQUIRED TYPICAL REQUIRED TYPICAL REQUIRED TYPICAL CAPACITY AREA SIZES AREA SIZES AREA SIZES AREA SIZES AREA SIZES AREA SIZES (POUNDS) .(SO. IN) (IN.M.) (SQ. IN) (IN.xlN.) (SQ. IN) (IN.xlN.) (SQ. IN) (IN.M.) (SQ. IN) (KAN.) (SQ. IN) (IKAN.) 1500 216 12x20 144 12x20 144 12x20 144 12x20 144 12x20 144 12x20 2000 288 16x20 192 12x20 144 12x20 144 12x20 144 12x20 144 12x20 2500 360 18x20 240 12x20 180 12x20 144 12x20 144 12x20 144 12x20 3000. 432 20x22 288 16x20 216 12x20 144 12x20 144 12x20 144 12x20 3500— 504 22x24 336 18x20 252 1420 168 12x20 144 12x20 144 12x20 4000 576 24x24 384 20x20 288 16x20 192 12x20 144 12x20 144 12x20 4500 648 26x26 432 20x22 324 18x20 216 12x20 144 12x20 144 12x20 5000 720 26x28 480 22x22 360 18x20 240 12x20 162 12x20 144 12x20 5500 792 28x30 528 22x24 396 20x20 264 14x20 180 12x20 144 12x20 6000 864 30x30 576 24x24 432 20x22 288 16x20 198 12x20 144 12x20 6500 936 30x32 624 24x26 468 22x22 312 16x20 216 12x20 156 12x20 7000 1008 32x32 672 26x26 504 22x24 336 18x20 234 12x20 168 12x20 7500 1080 32x34 720 26x28 540 2424 360 18x20 252 14x20 180 12x20 8000 1152 3434 768 28x28 576 2424 384 20x20 270 1420 192 12x20 8500 1224 3436 816 2800 612 24x26 408 20x22 288 16x20 204 12x20 9000 1296 36x36 864 30x30 648 26x26 432 20x22 306 16x20 216 12x20 9500 1368 36x38 912 30x32 684 26x28 456 22x22 324 18x20 228 12x20 10000 1440 38x38 960 3002 720 26x28 1 480 22x22 1 360 18x20 I 24o 12x20 TABLE 4A COMMON FOOTING SIZES AND CAPACITIES FOOTING FOOTING CAPACITY AT VARIOUS ALLOWABLE SOIL BEARING VALUES (Pounds) SIZE 1000 PSF' 1500 PSF 2000 PSF 3000 PSF 4000 PSF 6000 PSF 16"x16" 1780 2665 3555 5335 7110 10665 18"x18" 2250 3375 4500 6750 9000 13500 24"x24" 4000 6000 8000 12000 16000 24000 16"x32" 3555 5335 7110 10665 14220 21335 32"x32" 7110 10665 14220 21335 — — 12"Round 785 1180 1570 2355 3140 4712 16" Round 1395 2095 2790 4190 5585 8375 18" Round 1765 2650 3535 5300 7070 10600 24" Round 3140 4710 6280 9425 12565 18850 36" Round 7070 10600 1 14135 21205 1 — — 4 TABLE 4B MAXIMUMFOOTING SIZE PER FOOTING THICKNESS Note: 1. Concrete blocks are 8"x16" minimum. 2. Steel piers have 12" square base minimum. 3. Double steel pier may not be used on this footing. 17 PIER' Minimum Footing Thickness DESCRIPTION 4" 6" .8" 12" Single Concrete. 30"x30" square 40"x40" square W.Block 36" round �� a m Double Concrete 38"x38" square 48"x48" square , L) Block 44" round = E.9 Single or Double 34"x34" square 45"x45" square oSteel Pier 40" round p0° Quad steel Pier , 46"x46" square Single Concrete 22"x22" square 30"x30" square 38"x38" square ' U Block 28" round 38" round 48" round CL EU Double Concrete 30"x30" square 38"x38" square ` 46"x46" square a Block 36" round 46" round a.c_°' Single or Double 26"x26" square 34"x34" square 42"x42" square o Steel Pier 32" round 42" round CNQuad steel Pier 38"x38" square 46"x46" square 44" round �� Single Concrete Block 20"x20" square 24" round 26"x26" square 32" 32"x32" square 46"x46" square LL Double Concrete 28"x28" square round 34"x34" square 40" round 40"x40" square U Block 32" round 40" round 48" round E.c' Single or Double 24"x24" square 30"x30" square 36"x36" square o Steel Pier 28" round 36" round 44" round O N M Quad steel Pier 36"x36" square 42"x42" square 48"AT square 40" round 48" round Single Concrete 16"x16" square 20"x20" square 26"x26" square 34"x34" square Block i.: = - 20" round 24" round 30" round 42" round Double Concrete 24"x24" square 28"x28" square 34"x34" square 42"x42" square CL E m Block 28" round 34" round 40" round (nU o, Single or Double 20"x20" square 24"x24" square 30"x30" square 39"x39" square a Steel Pier 24" round 30" round 34" round 46" round o� om Quad steel Pier 32"x32" square 36"x36" square 42"x42" square 48"x48" square co 36" round 42" round 48" round Note: 1. Concrete blocks are 8"x16" minimum. 2. Steel piers have 12" square base minimum. 3. Double steel pier may not be used on this footing. 17 CHAPTER 5 SET-UP PROCEDURES WARNING: WHEN SETTING UP THIS HOME, THE FOLLOWING PRECAUTIONS REGARDING JACKING MUST BE FOLLOWED. Moving Home To Location: Make sure the following items are completed before placing the home: • The site is properly prepared. See Chapter 3. • All concrete work necessary to setting the home is finished, • Utilities are installed or available. • Any trenching, for crossover drain lines or for wheels that will be left in place, is complete. • Items that could be difficult to install after the home is sited (such as anchors and ground moisture retarders) are in their proper locations. CAUTION: THE HOME WEIGHS SEVERAL TONS. USE ADEQUATE TEMPORARY SUPPORT BLOCKING TO SAFEGUARD WORKERS. SKYLINE CORP. RECOM- MENDS WOOD BLOCKING. 8. Place 4" x 6"x 48" min. safety timbers between the (- beams and ground in case of jack failure. Timber should be hardwood. 9. Raise the home in small increments and provide additional blocking between the home and the piers and safety piers as the home is raised. 10. Do not go under the home while it is supported on the jacks unless safety timbers capable of supporting the home are in place. FAILURE TO FOLLOW THESE WARNINGS MAY RESULT IN SERIOUS INJURY OR DEATH. Reminders before jacking... 1. Use only jacks in good condition with a minimum rating of 10 tons. 2. Use a minute man C -Channel jacking plate or equivalent Positioning Home. When not placing the home on a between jack and steel I-beam to distribute the concentrated concrete slab or poured -in-place footings, mark the corners of loads. (See Figure 5-1) the home and lay out footings and support devices close to where they will be used. Then move the home or first section 3. Use a firm support under the jack base to prevent tipping into position. or settling of the jack. Skyline recommends a 12" x 12" or larger pad. Leveling and Blocking — Single -Wide Homes. 1. Before doing any jacking, place support piers for the home 4. Always follow the sequence of jacking outlined below to in the location under the home as specified in the home avoid overstressing structural members. installation instructions. 2. Use a minimum of two jacks, each with a rating of at least ten tons. 3. Jack only on the main chassis I-beam. Locate the jack directly under the vertical web of the I-beam. Do not jack on the seam (joint between flanges) of a twin I-beam. 4. Use a large 3/8 inch thick steel plate, C -channel or other equivalent plate between the main chassis I-beam and the jack head to distribute the load. 5. The jack base and any blocking must be located on firm ground. 6. Do not operate the jacks while you are under the main (- beams of the home. 7. Use jacks only for raising the home. Do not rely on the jacks to support the home. 18 T -BEAM FIG. 5-1 AIIy:TTI ilIIM-AW0P►[r 10 TON JACK JACK SUPPORT - LOCATE ON FIRM SOIL SET-UP PROCEDURES (Continued) The jacking procedure is as follows: 1. After the home is located in its final position, you can preliminarily level it by using the hitch jack but only after adequately wheel blocking the home so it does not roll. 2. Jack up one side of the home by placing one jack just forward of the front spring hanger and the other just behind the rear spring hanger. These two jacks must be operated simultaneously to raise the home. Jack low side of the home first. Install footings and piers; one just forward of the front jack and another just behind the rear jack (taking care not to exceed the correct spacing selected from Table 1 or 2). 3. Next, jack the main I-beam at the front and position a pier within 2'4' of the end of the I-beam. At the completion of this step, this side of the home should be approximately level. 4. Repeat Steps 2 and 3 for the other side of the home. At the completion of this step, the home should be roughly level from front to rear and from side to side. 5. Place the remaining pier supports under the main I-beam on each side taking care to maintain a maximum distance of no more than the spacing determined from Tables 1 or 2 with piers located with 2"-0" of each end of each I-beam. (See Fig. 5-2) 6. Level the home within reasonable tolerances, using a 6 foot carpenter's level, water level, or similar equipment. The final height adjustment is obtained by jacking the I-beam and placing hardwood shims between the piers and I-beam, or other approved methods such as adjustable piers. THIS LEVELING PROCESS IS IMPORTANT FOR APPEARANCE AND IS ESSENTIAL FOR THE PROPER OPERATION OF DOORS, WINDOWS, AND THE DRAINAGE SYSTEM. 7. Place additional supports at each side of sidewall door and window openings over 47 wide. (See Table 3A) 8. Within 90 days after initial set-up, the home should be releveled, if necessary to compensate for any pier settlement. Follow the procedure in Item 6 above. NOTE: DURING THE LEVELING OR RELEVELING PRO- CESS, LOOSEN FRAME TIES AND OVER -THE -ROOF TIES (IF PROVIDED) PRIOR TO JACKING HOME. 19 2'-0" I 0 o r� L J L`J ,FI L1J Lr MAXIMUM PIER I SPACING I -BEAM AS SELECTED �✓ 'I-, FROM TABLE 1 J L ' I TYPICAL PIER L#J L J .I LlJ T_'_ 101-0" MAX. LJ_ 2%0n FIG. 5-2 19 SET-UP PROCEDURES (Continued) LEVELING AND BLOCKING, DOUBLE -WIDE HOMES With the exception of the requirement for support under the marriage wall of double -wide units, leveling and blocking procedures are the same as for single -wide units. The site must be prepared as previously described. Special consider- ation must be given to the footings and pier construction required by (1) local soil conditions, (2) depth of frost line and (3) special requirements for local jurisdictions. It may be ao Cz G F z w J J Q _z O z FIG. 5 20 Pier at centerline within V of front and rear wall. This pier required only if there is a column located at the front or rear wall. (See Table 3) 1 /\ .j] m' T 2'-0" Max. IT, 'TIT I' Varies' 'Dimensions vary. If pre -construction of footing is desired, contact the Skyline division that manufactured the unit for applicable dimensions. r_�fr Centerline Support pier location indicator -Metal strap or centerline joist marked with paint beneath home or paper tag indicating pier location. desirable to construct the footings and piers (to grade height) prior to moving the home to its final location. Preconstruction of the footings and piers to grade may be accomplished by referring to the pier location diagram, Figure 5-4, making special note of the additional piers required at centerline beam supports. If there are questions regarding pier locations, please contact the division for aid. Piers located at the centerline may carry much higher loads than other pier locations. PROPER BLOCKING OF THE CENTERLINE BEAM IS VITAL TO THE PERFORMANCE OF A DOUBLE -WIDE HOME. FIG. 5-4 RIM JOIST AT MARRIAGE LINE WHERE AVAILABLE PIERS DO NOT HAVE THE CAPACITY REQUIRED BY TABLE 3 FOR CONCENTRATED LOADS -2 OR FOOTINGS AND PIERS SHOWN MORE PIERS MAY BE USED. THE SUM FOR ILLUSTRATIVE PI E PURPOSES OF PIER CAPACITIES AT EACH SUPPORT POINT SHALL BE AT LEAST EQUAL TO ONLY—ANY APPROVED THE LOADS SPECIFIED IN TABLE 3. SYSTEM MAY BE USED. FIG. 5-5 J UPLIFTED I I CAPACITY IS 1242# EACH TO BE UPLIFT CONNECTOR CAPACITY IS MARRIAGE WALL RESISTED BY I ANCHORING Piers required at all I -BEAM � CABLE &THIMBLE interior column locations, SYSTEM SHOWN 11-1 FOR ILLUSTRATION HURRICANE STRAP per Table 3. (See detail) L r I I J _ i USED 1 I ( I 1/4' CABLE THIMBLE INSERTED IN Max. Pier spacing as CONNECTOR 1/4' CABLE HOLE. CLAMPS STANDARD HURRICANE selected from Table 2. STRAP IS TO BE GALVANIZED STEEL::�+ SLOT IN STRAP IS FOR INSTALLATION CONNECTED DIRECTLY CABLE 7/32' DIA. OF STANDARD HURRICANE STRAP TO APPROVED (7x7) OR 1/4' DIA. DESCRIBED ON PAGE 22. CONNECT ANCHOR. STRAP IS (7x17) TENSION TIE -DOWN STRAP DIRECTLY TO UP- ATTACHED TO WALL IN CABLE PER TIE- LIFTCONNECTOR AS SHOWN BY FIG FACTORY. DOWN INSTRUC. 5-12. (SPLICE DEVICE NOT TIONS REQUIRED) 'Dimensions vary. If pre -construction of footing is desired, contact the Skyline division that manufactured the unit for applicable dimensions. r_�fr Centerline Support pier location indicator -Metal strap or centerline joist marked with paint beneath home or paper tag indicating pier location. desirable to construct the footings and piers (to grade height) prior to moving the home to its final location. Preconstruction of the footings and piers to grade may be accomplished by referring to the pier location diagram, Figure 5-4, making special note of the additional piers required at centerline beam supports. If there are questions regarding pier locations, please contact the division for aid. Piers located at the centerline may carry much higher loads than other pier locations. PROPER BLOCKING OF THE CENTERLINE BEAM IS VITAL TO THE PERFORMANCE OF A DOUBLE -WIDE HOME. FIG. 5-4 RIM JOIST AT MARRIAGE LINE WHERE AVAILABLE PIERS DO NOT HAVE THE CAPACITY REQUIRED BY TABLE 3 FOR CONCENTRATED LOADS -2 OR FOOTINGS AND PIERS SHOWN MORE PIERS MAY BE USED. THE SUM FOR ILLUSTRATIVE PI E PURPOSES OF PIER CAPACITIES AT EACH SUPPORT POINT SHALL BE AT LEAST EQUAL TO ONLY—ANY APPROVED THE LOADS SPECIFIED IN TABLE 3. SYSTEM MAY BE USED. FIG. 5-5 UPLIFTED CONNECTOR III CAPACITY IS 1242# EACH TO BE UPLIFT CONNECTOR CAPACITY IS MARRIAGE WALL RESISTED BY 3114# EACH TO BE RESISTED BY ANCHORING ANCHORING EQUIPMENT. EQUIPMENT CABLE &THIMBLE SYSTEM SHOWN STANDARD FOR ILLUSTRATION HURRICANE STRAP ONLY—ANY CAPACITY IS 3150# APPROVED PER STRAP METHOD MAY BE USED RIM JOIST 1/4' CABLE THIMBLE INSERTED IN _ CONNECTOR 1/4' CABLE HOLE. CLAMPS STANDARD HURRICANE STRAP IS TO BE GALVANIZED STEEL::�+ SLOT IN STRAP IS FOR INSTALLATION CONNECTED DIRECTLY CABLE 7/32' DIA. OF STANDARD HURRICANE STRAP TO APPROVED (7x7) OR 1/4' DIA. DESCRIBED ON PAGE 22. CONNECT ANCHOR. STRAP IS (7x17) TENSION TIE -DOWN STRAP DIRECTLY TO UP- ATTACHED TO WALL IN CABLE PER TIE- LIFTCONNECTOR AS SHOWN BY FIG FACTORY. DOWN INSTRUC. 5-12. (SPLICE DEVICE NOT TIONS REQUIRED) TYPICAL MARRIAGE WALL STRAPS SET-UP PROCEDURES (Continued) INSTALLATION OF "ADJUSTABLE OUTRIGGER" 5-#12x2" wood screws Perimeter joist Typical transverse 1 / Thrust Bracket floor joist Pipe Main Unit I -Beam. Must be 6" 10" deep or more. 30 + or 1/2" Threaded Rod must be seated in corner of I -Beam web/flange. ADJUSTABLE OUTRIGGER Adjustment nut 3/4" threaded rod INSTALLATION INSTRUCTIONS 1. Locate the floor joist that requires support. 2. Mark I-beam directly under the floor joist to align "Adjustable Outrigger". 3. Adjust nut on threaded rod so it clears the frame flange for easy adjustment. 4. Set threaded rod in the pipe and against the frame. 5. Set thrust bracket on. the floor joist and secure it with five #12 x 2" screws. If there is insulation installed between bottom board and floorjoist, cut a small slit in the bottom board and insulation. Move the insulation away from the area where the thrust bracket is to be installed. Install bracket and repair bottom board with provided bottom board tape. 6. Adjust proper pressure by tightening the nut, until the perimeter joist is square and level. , 7. If the "Adjustable Outrigger" is to be exposed to the -weather after installation, or installed in highly corrosive'environment, then it shall be painted -with an exterior grade paint. NOTES: 1. The "Adjustable Outrigger" is intended asyan alternate to perimeter piers at door and window openings. Page 6 of this manual requires perimeter piers at sidewall door and window openings that are 4 feet wide or wider. 2. The "Adjustable Outrigger" is to be in§talled at the building site at time of setup. It may be factory supplied and .shipped.loose or purchased separately by the dealer. The thrust bracket is listed by Preferred Construction Inspections (#1055-11). The threaded rod meets ASTM standard A307-1994 and the nut meets ANSI/ASME standard 818.2.2-1986. All necessary parts for the "Adjustable Outrigger" assembly are included in the package, and are purchased together. 3. The maximum load carrying capacity of the "Adjustable Outrigger" is 1400 lbs. See page 12, Table 3A for required pier loads at door and window openings. 4. These instructions are applicable ONLY tof "The Adjustable Outrigger" manufactured by Manufactured Housing Foundations Systems Inc. (A subsidiary of Oliver Technologies, Inc.) 5. The "Adjustable Outrigger" is to be temporarily removed if the home is to. be retransported, and then reinstalled after setup. 6. The "Adjustable Outrigger" is not available for use on 18' singlewides, 14' singlewides with 75.5" [-Beam spacing or 16' singlewides with 82.5" or 75.5" I -Beam spacing. Y1- SET-UP PROCEDURES (Continued) FIG. 5-6 USE OF WATER LEVEL SUPPORT DEVICE MATERIAL TO MAKE LEVEL • Five Gallon Pail with Lid • Plastic Tubing — 100 feet x 3/8" or 1/2" • Cork — 1-1/2" • Male Barbed Fitting — 3/8" x 3/4" • Steel Washer — 7/8" • Nut — 3/4" • Female Barbed Fitting — 3/8" x 1/2" • Male Valve — 1/2" • Pipe Sealant • Food Coloring — 8 oz. "HOW TO USE A WATER LEVEL" PLACE AT ANY POINT AROUND HOME Unroll Tubing: Position level where it is to be used. Take care not to have kinks in it, step on it or lay anything on it. Check for Air Bubbles: To remove any lower valve below bottom of container and open. Close valve when they are out. Container Location: Located so valve can reach all areas of home. Build up container so water line in valve end of tubing is at the predetermined height support devices will be set. Leveling of Support Device: Secure valve above determined height and open. Adjust device as needed. Close valve and move to next support device. NOTE: Level all support devices before lowering home. 22 SET-UP PROCEDURES (Continued) DOUBLE -WIDE INTERCONNECTION The procedure for connecting the homes is as follows. 1. Remove the temporary closure materials (polyethylene and batten strips) and position the halves as close together as possible in the final desired location. Do not remove tempo- rary beam supports until step 7 has been completed. 2. Move the first section of home into its desired position. Block and level it in the same manner as described for a single section home. Skyline Corp. recommends, if possible, the heavy half be blocked and leveled first as it is easier to lift and roll the light half and fit into place. 3. Install sill sealer insulating material (provided) around the ceiling (to the ridge beam at the ceiling panel line), endwalls and floor mating line. Fasten sill sealer with staples or nails. See figure 6-8A. 4. Slide the two halves together with rolling and jacking equipment. Care must be taken during rolling and jacking operations to avoid overstressing structural members. With the halves together at the floor, align the floors at the ends of the home. It is better to have a minor misalignment under the siding where it cannot be seen and will not cause a problem, than a small misalignment that will be observed in the interior of the home. 5. With the home aligned at the floor and supported by its foundation, join the floors using 3/8" x'2-1/2" (4-1/2° lags with double perimeter joist) lag screws 2 to 3 feet on center." The centerline gap at the floor should be a maximum of 3/16". Use the procedures outlined on page 19 to level the home and check supports and footings with tables 2 and 3. 6. To obtain access into the ceiling cavity to bolt or alter- nately lag, screw the ridge beam sections together, fold back the underlayment paper and remove the 16", wide sheathing panel(s) at the peak. Note that the shingles may not have been installed on one or both halves, at the 16" wide area at t the peak. If one side is shingled,.it is intended that the beams be lag screwed together. If neither side is shingled, the beam may be lag screwed or bolted together. Bolts to be 3/8" x 5" at 24".o.c. with 6 additional lag screws at 3" o.c. over interior beam supports. (If marriage walls and.fidge beam halves have been plated with 3/8" sheathing, then the bolts/lags must be increased in length by 3/4" to 5-3/4".) Predrill 1/4" pilot holes for the lag screws at 1-1/2" down from the top of the beam and with a maximum offset from the horizontal of 45 degrees. A gap between beam halves up to 1" is allowable.' Gaps larger than 1/2" must be filled with plywood or lumber shims. For 1/2" max gaps, increase fastener length 1/2". For 1" max. gaps increase fastener length 1-1/4". See Fig. 5-7. 7. Prior to interconnecting the ridge beam halves, examine the ridge beam ends. Should there be a slight misalignment, it can be eliminated by placing a jack under the low side of main beam on one half and use the jack to raise the beam. The alignment can be held by properly bolting or lag screwing the beam halves together. See.Fig. 5-8. 8. Place additional pier supports at the centerline at the interior column locations marked on the floor with indicator straps or paint (see Figure 5-3 and 5-4 and Table 3). Skyline Corp. provides pier location diagrams for all multiwide mod- els. These diagrams show the required locations of piers and are very useful in determining pier placement prior to taking receipt of home. Additional piers are required each side of exterior doors and sidewall openings greater than 4' in width. See Table 3A for these pier load requirements. 9. Toe -nail endwall centerline studs together using 16d nails 10" o.c. 10. If home has double mating walls, then fasten the mating wall columns together with #8 x4" screws 16". o.c. See Figure 5-7A. #8X4" wood screws at 16" o.c. Either fastener location shown is acceptable. If post is constructed from 2x4s or 2x6s use toe -screw location. (1-1/2" penetration required.) OFT � Mating line Interior supportpost configurations (pp.) FIG. 5-7A 23 SET-UP PROCEDURES (Continued) DOUBLE -WIDE INTECONNECTION (Continued) NOTE: IT IS IMPORTANT TO HAVE ROOF/CEILING SECTIONS FLUSH AT MATING LINE PRIOR TO FASTEN- ING OF RIDGE BEAM HALVES. IF THEY ARE NOT FLUSH, THEN THE LOW SIDE SHOULD BE RAISED BY JACKING WITH A WOOD POST OR STEEL PIPE WITH A WOOD OR METAL PAD AT THE CEILING. PLACE THE BASE OF THE JACK ACROSS THE FLOOR MATING LINE SO THAT IT RESTS ON BOTH HALVES. JACK AGAINST CEILING ONLY IN AREAS WHERE THERE IS NO MARRIAGE WALL. FIG. 5-8 Pad on ceiling section to be raised. Es Base over both floors at mating line ---♦ Ridge .-. I�I�I�I�I�I�I�I�I�I�I�iil�l�l�l�l�l■I�I�I�I�I�I�I FIG. 5-8A Mating line rim joist ATTACHMENT OF GYPSUM PANELS AT DOUBLE -WIDE CENTERLINE Some multiple -wide units will have a gypsum panel left off at the centerline for field attachment. Fasten the factory supplied gypsum wallboard panel(s) at the center of the endwalls after the units have been attached. Fasten the panel(s) to the wall framing as described in figure 5-8B below. Blocking if required, will be factory provided.-,_ Fasten 5/16" gypsum panels to framing with 3/16"x1" staples or 1" washer head screws 6" o.c. around perimeter & 12" o.c. in the field. Fasten 1/2" gypsum w/1- 5/8" x 0.099" gypsum nails 8" o.c. or 1-1/4" type w' drywall screws 12" o.c. If gypsum is overlaying 3.6mm lauan, then increase fastener lengths 1/4". Gypsum may be glued to framing (optional) in combination with w/ mechanical fastening above. Use an approved glue. i Centerline of Unit I I 4' for field installed gyp. Panel. INTERIOR VIEW FIG. 5.813 Gypsum Wallboard Panels Center gypsum panel is field installed. All required gypsum panels, fasteners and adhesives are supplied by the factory. Install sill sealer (provided) at endwalls, floor mating line and ridge beam bottom flange. FIG. 5-8A Mating line rim joist ATTACHMENT OF GYPSUM PANELS AT DOUBLE -WIDE CENTERLINE Some multiple -wide units will have a gypsum panel left off at the centerline for field attachment. Fasten the factory supplied gypsum wallboard panel(s) at the center of the endwalls after the units have been attached. Fasten the panel(s) to the wall framing as described in figure 5-8B below. Blocking if required, will be factory provided.-,_ Fasten 5/16" gypsum panels to framing with 3/16"x1" staples or 1" washer head screws 6" o.c. around perimeter & 12" o.c. in the field. Fasten 1/2" gypsum w/1- 5/8" x 0.099" gypsum nails 8" o.c. or 1-1/4" type w' drywall screws 12" o.c. If gypsum is overlaying 3.6mm lauan, then increase fastener lengths 1/4". Gypsum may be glued to framing (optional) in combination with w/ mechanical fastening above. Use an approved glue. i Centerline of Unit I I 4' for field installed gyp. Panel. INTERIOR VIEW FIG. 5.813 Gypsum Wallboard Panels Center gypsum panel is field installed. All required gypsum panels, fasteners and adhesives are supplied by the factory. SET-UP PROCEDURES (Continued) MANUFACTURED HOME TIE -DOWN INSTRUCTIONS The support system must also resist lifting, sliding, and overturning forces resulting from -side winds. A method used is to install ground anchors and tie -down straps in addition to the piers. Tie -downs as described are the minimum neces- sary, if the home is to withstand its design loads without dislocation. On multi -section homes, sections must be fastened together and level before tie -down straps are in - stalled. WARNING - BEFORE GROUND ANCHOR INSTALLATION, DETER- MINE THAT THE ANCHOR LOCATIONS AROUND THE HOME WILL NOT BE CLOSE TO ANY UNDERGROUND ELECTRICAL CABLES, WATER LINES OR SEWER PIP- ING. FAILURE TO DETERMINE THE LOCATION OF UNDERGROUND ELECTRICAL CABLES MAY RESULT IN SERIOUS PERSONAL INJURY OR DEATH. NOTE: IN THE FRAME TIE -DOWN SYSTEM, IT IS IMPOR- TANT TO USE MATERIALS OF PROPER DESIGN AND OF ADEQUATE QUALITY. THE MATERIAL SPECIFICATIONS CONTAINED HEREIN SHOULD BE CONSIDERED AS MINIMUM REQUIREMENTS. Materials not fumished with the home which will be neces- sary to complete the tie -down system must meet the require- ments set forth below. Such materials would include: 1. Cable or steel strap with a breaking strength of at least 4,725 pounds e.g. galvanized aircraft cable at least 1/4" diameter or Type 1, Finish B, Grade 1 steel strapping 1-1/4" wide and 0.03" thick, conforming with ASTM D3953-91. 2.. Galvanized connection devices such as turnbuckles, eyebolts, strap buckles, and cable clamps should be rated at 3,150 working load minimum. 3. Ground anchors — capable of withstanding at least a 4,725 pound pull. Anchors must be installed as specified by the anchor manufacturer. Stabilizers or concrete collars may be required by anchor manufacturer. THE HOME MUST BE IN ITS FINAL LEVEL POSITION PRIOR TO TYING IT DOWN. The procedure for tying down the manufactured home is as follows: 1. Position and install the ground anchors under exterior walls so that the final strap angle and height (H) will be within the limits shown in tables 5 thru 6C. 2. Connect the straps to the frame and ground anchors (See Figs. 5-9 and 5-10). Straps wrapped around the I -Beam as shown in Fig. 5-9 require protection from premature failure due to sharp corners. Fig. 5-9A illustrates one method to protect against sharp corner damage. Other methods (such as beam clamps — Tie -Down Engineering part no. 59003 or equivalent) approved by the local building authority having jurisdiction may be used. 3. Tighten the straps using the tensioning device provided with the ground anchors. Use caution to avoid overtensioning. the straps which might pull the home off the piers. It is recommended that all straps be tightened only enough to remove slack. Then, after all straps are installed and the slack removed, tension the straps. 4. The strap tension should be rechecked at frequent inter- vals until all pier settlement has stopped. CAUTION: DURING THE RELEVELING PROCESS, DO NOT JACK THE HOME AGAINST TIGHT STRAPS. i Protect sharp corners with 26Ga. (0.019" min.) x 2" galvanized steel strapping material formed to fit around beam flanges. Sharp corner protection at top and bottom of beam if strap is wrapped around beam. Unit I -Beam FIG. 5-9A 25 SET-UP PROCEDURES (Continued) MANUFACTURED HOME TIE -DOWN INSTRUCTIONS (Continued) OPTIONAL OVER -THE -ROOF STRAP PROCEDURE If over -the -roof straps are provided (optional on all homes) they may be connected to ground anchors as specified in the following procedure in order to achieve additional stability in extreme winds. Note that the frame tie -down procedure on page 25 is still mandatory. STEP 1 STRAP BUCKLE A NOT PROVIDED PULL TIGHT DOWN TO ANCHOR .�� QEy ,. ATF �'• ��i� % FO • OF STEP 2 �'•.; 488111116601%NA. Strap to frame tie -down procedure Note: Beam attachment device may be run to top or bottom of I• FIG. 5-9 Beam if device is approved in that manner. 1 1/4' MIN.� MINUTEMAN STRAP DEVICE OR EQUIVALENT r t,AFPROVED CHOR FIG. 5-10 Materials not furnished with the home which will be neces- sary to properly connect the over -the -roof straps are: 1. Ground anchors capable of withstanding at least 4,750 pound pull when installed in the soil at the site. 2. Strap end connection devices (See Fig. 5-10). THE HOME MUST BE IN ITS FINAL LEVEL POSITION WITH FRAME TIES INSTALLED BEFORE CONNECTING THE OVER -THE -ROOF STRAPS. The procedure for over -the -roof strap installation is as follows: 1. Position and install the ground anchors so that the strap will be vertical after attachment to the anchor. The anchor may be installed slightly beneath the home to avoid interfer- ence with skirting (See Fig. 5-11). 2. Insert the minuteman connector yoke through the eye in the anchor and insert slotted bolt through the yoke. 3. Place end of strap through slotted bolt and remove slack by turning bolt. DO NOT TENSION UNTIL BOTH ENDS OF STRAP ARE CONNECTED. 4. Tension and lock minuteman connector in position; consult instructions furnished with connectors. 5. Check strap tension (See step 4 under frame tie -down procedure). 6. For double -wide homes see Fig. 5-12 for the splice con- nection at the centerline. OPTIONAL UNDER -SKIN STEEL STRAP (FACTORY INSTALLED) STRAPS TO BE INSTALLED VERTICALLY ANCHOR FIG. 5-11 j ANCHOR 1. Insert end of the strap through the slat on the splice device, allowing 1 S' of strap to extend through the device. DOUBLEW IDE OPTIONAL STEP t 2. Make a 180 degree bend in the strap and slide a strap seal over the OVER -THE -ROOF STRAPS double thickness of strap, positioning the strap seal as close to the zi splice device as possible. Compress the strap seal on the strap with a Q STRAP SEAL pair of vise grip pliers or hammer, or crimp strap seal with an A -B Chance crimping tool. (Make all bends in the strap as sharp as ® SPLICE DEVICE STEP 2 possible by crimping with vise grip or larger pliers). 3. Bend strap back over the seal and insert back through the slot on the splice device. Flatten bend with vise grip pliers or hammer. 4. Repeat steps 1 through 3 with the mating strap. Draw the completed assembly down to the ridge beam by tensioning the strap in STEP 3 the ground anchor. FIG. 5-12 26 TABLE 5 STRAP ANGLE TABLE FOR STANDARD HEIGHT PIERS% WIND ZONE 1 sw�l F.winFs . ANCHORS/STRAPS 12'0.C-. ANCHORS/STRAPS 14: O.C. MIN STRAP ANGLE 18 DEGREES 22 DEGREES MAX. STRAP ANGLE 47 DEGREES_ 37 DEGREES, DOUBLE -WIRES I ANCHORS/STRAPS 12' O.C. ANCHORS/STRAPS 14' O.C. MIN STRAP ANGLE 8 Degrees, 10.5 Degrees for 32'W ides . 8 Degrees, 12.5 Degrees for 32' W ides MAX. STRAP ANGLE 43 Degrees, 54.5 Degrees for 32' W ides 33 Degrees, 47 Degrees for 32' W ides DOUBLE-WIDES VVITH5/12 ROOF,PITCHc ANCHORVSTRAPS 8' O.C. - NA MIN STRAP ANGLE. 7.8 Degrees, 4.9 Degrees for 32'W ides, MAX: STRAP ANGLE 40.3 Degrees, 37.3 Degrees for 32'W ides DOUBLE-WIDES WITH 7/12 ROOF PITCH ANCHORS/STRAPS 6' O.C. NA MIN STRAP ANGLE 21.7 Degrees, 8.4 Degrees for 32' W ides MAX. STRAP ANGLE 48.3 Degrees, 44.7 Degrees for 32' Wides MINJMAX. PIER HEIGHTS FOR STANDARD` HEIGHT PIERS - WIND ZONE:I SINGLE-WIDES ANCHORSISTRAPS 12: O.C.. ANCHORSlSTRAPS 14' O.C. EAM SPACING. in) z 99.5 - 75.5 82 - 99.5 - not IRt P-winpQ ANCHORS/STRAPS 8' O.C. WIND ZONE I 75.5 82 99.5 28 ft WIDES H MIN in MAIN I -B 75.5 ANCHORS/STRAPS 12' O.C. g 99.5 H MIN in ANCHORS/STRAPS 14' O.C. " 75.5 82 99.5 12ft WIDES HMIN in H MAX in H MIN in HMAX in H MIN in H MAX in H in H MAX in 12 36 14 48 16 60 - - 12 32 12 44 13 56 - 12 23 12 35 12 47 12 58 13 -• 25 17 34 19 42 - 12 34 13 31 15 • 40 - 12 16 12 25 12 33 14 ft WIDES 16 ft _ WIDES 18 ft WIDES not IRt P-winpQ DOUBI F.winFS WITH 5/49 Rnnr PITrtH MAIN -I -BEAM SPACING (in) ANCHORS/STRAPS 8' O.C. WIND ZONE I 75.5 82 99.5 28 ft WIDES H MIN in MAIN I -BEAM SPACING (in) 75.5 ANCHORS/STRAPS 12' O.C. g 99.5 H MIN in ANCHORS/STRAPS 14' O.C. " 75.5 82 99.5 20 ft WIDES H MIN in HMAX in H MIN in H MAX in H MIN in H MAX in MIN in H MAX (in) H MIN in H MAX in 12 23 12 36 12. 42 12 48 - - 12 32 12 39 12 45 - - 12 23 12 30 12 35 12 35 12 14 12 _ 22 '12 25 12 29 - - 12 19 12 23 12 .27 - - - _ 12 14 12 18 12 21 12 43 24 ft WIDES 26 ft WIDES 28 ft WIDES 28ft WIDES DOUBI F.winFS WITH 5/49 Rnnr PITrtH MAIN -I -BEAM SPACING (in) ANCHORS/STRAPS 8' O.C. NA 5.5 •8 99.5 75.5 82 99.5 28 ft WIDES H MIN in - - 12 - ' 27.5 12 - 30.5 - H MAX in 32 ft WIDES H MIN in H MAX in DOUBt F.winFS WITH 7/19 RnnF PITrtu See Table 5 & 5A for spacing 6" typ. # _ Buckle -See Fig. 5-9 Strap - See page MT4- WIL 25 for specs. $IATECF. 1"min. t RL N�`'� 1 -Bean Main Frame H I Strap Angles��� A Stra Anchor Anchor rated and installed per ANCHOR TIE DOWN DETAIL FIG 5-13 Anchor manufacturer's instructions SECTION A -A 27. ANCHORS/STRAPS 6' O.C. NA MAIN I -BEAM SPACING in 75.5 8 99.5 75.5 82 99.5 28 ft HMIN in - 12 WIDES HMAX in 34 32 f ,M H MIN' (in). - _. 12 _ W �i MAX in - - 35 See Table 5 & 5A for spacing 6" typ. # _ Buckle -See Fig. 5-9 Strap - See page MT4- WIL 25 for specs. $IATECF. 1"min. t RL N�`'� 1 -Bean Main Frame H I Strap Angles��� A Stra Anchor Anchor rated and installed per ANCHOR TIE DOWN DETAIL FIG 5-13 Anchor manufacturer's instructions SECTION A -A 27. TABLE 5A STRAP ANGLE TABLE FOR HIGHER THAN STANDARD PIERS SINGLE-WIDES WIND ZONE I WIND ZONE I ANCHORS/STRAPS 8' O.C. ANCHORS/STRAPS 6' O.C. MIN STRAP ANGLE 18 DEGREES MAX. STRAP ANGLE 63 DEGREES - DOUBLE-WIDES ANCHORS/STRAPS 8' O.C. ANCHORS/STRAPS 6' O.C. MIN STRAP ANGLE 6 Degrees, 7 Degrees for 32'W ides 4 Degrees, 5.5 Degrees for 32' W ides MAX. STRAP ANGLE 63 Degrees, 67 Degrees for 32'W ides 70 Degrees, 73 Degrees for 32'W ides MINJMAX. PIER HEIGHTS FOR HIGHER THAN STANDARD PIERS SINGLE-WIDES WIND ZONE I DOUBLE-WIDES MAIN I -BEAM SPACING (in) WIND ZONE I MAIN I -BEAM SPACING (in) ANCHORS/STRAPS 8' O.C. ANCHORS/STRAPS 6' O.C. 75.5 82 99.5 75.5 82 99.5 12 ft WIDES HMIN in 12 12 12 66 59 42 14 13 12 72 72 64 18 17 14 72 72 72 - - 18 72 - - - - - HMAX in 14 ft WIDES H MIN in H MAX in 16 ft WIDES H MIN in in 18 ft WIDES L H MIN in I H MAX in DOUBLE-WIDES MAIN I -BEAM SPACING (in) ANCHORS/STRAPS 8' O.C. ANCHORS/STRAPS 6' O.C. 5.5 82 99.5 75.5 82 99.5 20 ft W IDES H MIN in 12 42 12 67 12 12 72 - - 12 60 12 72 12 72 - - 12 43 12 55 12 65 12 72 12 60 12 72 12 72 12 72 - - - - 12 72 12 72 12 72 - - - 12 60 12 72 12 72 12 72 H MAX in 24 ft WIDES H MIN in H MAX in 26 ft WIDES H MIN in H MAX72 28 ft W IDESH H MIN in AX (in) [HMMAX(in) 32 ft WIDES H MIN in ,��fiti111 � 111 See Table 5 & 5A for spacing 6" tYP• •���>; PvC��S • A I ' I = 12 - E OF I -B am • � � ANP A � „ S�NALE� A Strap Anchor r� $glass", ANCHOR TIE DOWN DETAIL FIG. 5-14 Buckle - See Fig. 5-9 Strap - See page 25 for specs. Main Frame - - - Anchor rated and installed per 10 Anchor manufacturer's instructions SECTION A -A 28 TIE -DOWN DETAILS FOR EXTRA.TALL PIERS (UP TO 8859) WIND ZONE I ONLY TABLE 5B - H TYPICAL SINGLE -WIDE 99:5", except 24' wides may be 99.5", 82" or 75.5" TYPICAL DOUBLE -WIDE O !EY T * ' 19600' i 3.1f.e STATE I F ,;ONA, r Straps and anchors to be installed 12'-0" o.c. maximum. 8'-0" o.c. maximum for units with 5/12 roof pitch A Notes:. 1) Straps and anchors to be rated for 3150 lbs. of working stress min. 2) See page 25 for strap material specification, connection to I -Beam and all other setup information. - 3) Seepage12 for required pier construction. F 29 NOMINAL UNIT WIDTH Singlewides Doublewides Doublewides with5/12 Roof Pitch 14' 16' 24' _ 28' 32' 28' 32' Strap Angle, A Min. 8 8 9.1 12.1 15.7 13.7 7.5 (degrees) Max. 69.9 63.9 39.9 34.6 32.2 34.6 32.2 Strap Angle, A in. 12 12 18 28 ' 40 - 29 19 (degrees) Max. 88 88 88 88 88 88 88 Notes:. 1) Straps and anchors to be rated for 3150 lbs. of working stress min. 2) See page 25 for strap material specification, connection to I -Beam and all other setup information. - 3) Seepage12 for required pier construction. F 29 II..�III,�I ......... CCT �'•. •• 4k 1STpq G �• No. 19600312 »' 3L•o'! STATE OF '1188815810, NA ee Z fZ U. 0 Q W J m J H W W to f STANDARD TIE -DOWN DETAILS TABLE 6 ANGLE STRAP SEE NOTE #1 ANCHOR TO BE RATED FOR 3684# OF WORKING STRESS, TOTAL FOR BOTH STRAPS. (INSTALLED PER ANCHOR MANUFACTURE'S INSTRUCTIONS SEE NOTE 3) SINGLE -WIDE P=q rT� 1 � STRAPANGLE I STRAP I-- ANCHOR TO BE RATED FOR 3664pOF WORKING STRESS, TOTAL FOR BOTH— STRAPS. (INSTALLED PER ANCHOR MANUFACTURE'S INSTRUCTIONS SEE NOTE 3) DOUBLE -WIDE USE 24' WIDE RESULTS FOR 12' HALF OF 22' WIDE DOUBLE WIDES INSTALL STRAP & ANCHORS 6'-8' @ ZONE II 5'-4" @ ZONE III & 4'-0" @ ZONE II & III FOR SHED ROOF SINGLEWIDES SEE TABLE FOR ELEVATION & STRAP ANGLE LIMITATIONS SEE NOTE#1 WIDTH MIN. & MAX. ELEVATION WIND ZONE II MIN. & MAX. DIAGONAL STRAP ANGLE MIN. & MAX. ELEVATION WIND ZONE III MIN. & MAX. DIAGONAL STRAP ANGLE 12' 14" TO 25" 25° TO 40° 14" TO 26" 25° TO 41 ° 14' 12" TO 27" 20.5° TO 40° 2' O 28"--20.5° TO 41 ° 12' SHED ROOF 25.2" TO 34.6" 41 ° TO 50° 25.2" TO 34.6" 41 ° TO 50° 14' SHED ROOF 23.4" TO 38.4" 36° TO 50° 23.4" TO 38.4" 36° TO 50° 16' 16" TO 36" 20.5° TO 40° 5 5" O 38" 18' 20" TO 44" 20.5° TO 40° 19" TO 47" 20' OR 22" 12" TO 15" 34° TO 40° 12" TO 16" 34* TO 42' 24' 12" TO 22" 24.5° TO 40° 12" TO 23.5" 24.5° TO 42° 28' 12" TO 23.5" 23° TO 40° 12" TO 25.5" 23° TO 42° 32' 12" TO 33" 16.6° TO 39.3° 12" TO 36" 16.6° TO 41.8° 16' SHED ROOF 21" TO 27.5" 25.9° TO 32.4° 21" TO 27.5" 25.9° TO 32.4° NOTES: 1) FOR STRAP MATERIAL SPECIFICATION, CONNECTION TO FRAME I -BEAM & OTHER SETUP INFORMATION, REFER TO SKYLINE INSTALLATION MANUAL ' 2) FOR ANCHORING SYSTEMS, THE INSTRUCTIONS SHALL INDICATE: A) THE MINIMUM ANCHOR CAPACITY REQUIRED; B) ANCHORS SHOULD BE CERTIFIED BY PROFESSIONAL ENGINEER, ARCHITECT, ORA NATIONALLY RECOGNIZED TESTING LABORATORYAS TO THEIR RESISTANCE, BASED ON THE MAXIMUM ANGLE OF DIAGONAL TIE AND/OR VERTICAL TIE LOADING AND ANGLE OF ANCHOR INSTALLATION, AND TYPE OF SOIL IN WHICH THE ANCHOR IS TO BE INSTALLED; C) GROUND ANCHORS SHOULD BE EMBEDDED BELOW THE FROST LINE AND BEAT LEAST 2 INCHES ABOVE THE WATER TABLE; D) GROUND ANCHORS SHOULD BE INSTALLED TO THEIR FULL DEPTH, AND STABILIZER PLATES SHOULD BE INSTALLED TO PROVIDE ADDED RESISTANCE TO OVERTURNING OR SLIDING FORCES; E) ANCHORING EQUIPMENT SHOULD BE CERTIFIED BYA PROFESSIONAL ENGINEER OR ARCHITECT TO RESIST THESE SPECIFIED FORCES IN ACCORDANCE WITH TESTING PROCEDURES IN ASTM STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL AND SEALS. 3) ANCHORS RATED @ 3150# OF WORKING STRESS TOTAL FOR BOTH STRAPS, MAY BE USED IF STRAP & ANCHOR SPACING IS REDUCED TO 5'-8" @ WIND ZONE II AND 4'-6" @ W IND ZONE III. STRAPS AND ANCHORS MAYBE INSTALLED 4'-0" O.C. ON SHED ROOF SINGLEW IDES WITH ANCHORS RATED @ 3150#. 4) THE A -B CHANCE STRAP SEAL DEVICE DEPICTED BY FIG. 5-12 MAY BE USED AS DIRECTED FOR ATTACHING THE REQUIRED DOUBLEW IDE CENTERLINE STRAPS TO GROUND ANCHORS. 5) STANDARD TIE -DOWN DETAILS ARE NOT APPLICABLE TO 5/12 ROOF PITCH DOUBLEW IDES @ WIND ZONE II & III. 30 SKYLINE CORP. Sidewall straps are factory installed. __ Ground anchor (typical). TIE -DOWN DETAILS FOR 5112 ROOF PITCH DOUBLE WIDES AT WIND ZONE II & III TABLE 6A Optional Strap location A2 - . t' Standard Strap location. Al 1 .. Straps and Anchors to be spaced 5'- 4" o.c. max. @ Zone II & 4'-10" o.c. max. @ Zone III. ap 00-o 'l Y T. •��• �� fQ�G1STEq G�, - g * : 19600312 's AAE OP ATE' Q fthA• WIND ZONE II (100 mph) Unit Width H, (max.) H (min.) . Angle (max.) Angle (min.) 24' 48" 12" 23.2 degrees 6.12 degrees 26' 7 48" 12" 20.3 degrees 6.12 degrees 28' '� 48" 1 12" 1 20.3 degrees 5.28 degrees 32' •48" 12" 18.96 degrees 4.91 degrees WIND ZONE III (110 mph), Unit Width H (max.) H (min.) Angle (max.) Angle (min:) 24' X48" 12" 25.2 degrees 6.12 degrees 26' 48" 12" 20.3 degrees 6.12 degrees 28' 48" 12" 20.3 degrees ' 5.28 degrees 32' '48" 12" 18.96 degrees" 4.91 degrees NOTES: 1) ,Straps and anchors to be rated for 3150 Ibs..of working stress.(min.). . 2) .Use H1 and Al for standard strap location. Use H2 and A2 for optional stfap location. 3) See page 25 for strap material specification, connection' to I -Beam and other setup information. 4) The A -B chance strap seal device depicted by Fig. 5-12 may be used as directed for attaching the required doublewide centerline straps to ground anchors. ,. f 31 TIE -DOWN DETAILS FOR UNITS WITH 102" SIDEWALLS Factory installed sidewall strap. Not required at Wind Zone I. Z' Ground anchor (typical). Alternate Strap angle (A). H Factory installed sidewall strap. Not required at Wind Zone I. Ground anchor (typical). --�� TABLE 6B Alternate Tiedown Strap location. Wind Zone II or III only. Standard Tiedown \ Strap location TYPICAL DOUBLEWIDE Alternate Tiedown Strap location. Wind Zone II or III only. Alternate Strap Standard Tec angle (A). Strap location TYPICAL SINGLEWIDE Standard Strap angle (A). STANDARD TIF.DnWN STRAP I n(_ATlnNS O$II1971loop* • f Na Standard Yrap angle (A)• Straps and Anchors to be spaced 12'-0" o.c. max. at Wind Zone I. 8'-0" o.c. max. on 5/12 roof pitch units @ Wind Zone I. 5'-4" o.c. max. at Wind Zone II. 4'-0" o.c. max. at Wind Zone III. ALTERNATE TIE.DnWN STRAP I nw^ATInNS 14' Singlewides 16' Singlewides 28' Doublewides 32' Doublewides 28' Doublewides with 5/12 roof pitch 32' Doublewides with 5/12 roof pitch 48" H Max. 32" 44.5" 36" 49.5" 23.5" 27.5" Wind H Min. 12" 14" IT 12" IT 12" Zone I A Max. 45.0 degrees 46.0 degrees 50.0 degrees 51.0 degrees 38 degrees 34.5 degrees Q. A Max. 19.0 degrees 18.0 degrees 7.0 degrees 10.0 degrees 9 degrees 6 degrees 12" H Max. 28" 37" 25" 35" 20.6 degrees 19.0 degrees Wind H Min. 13" 17.5" 12" 12" - Zone II A Max. 41.0 degrees 40.5 degrees 41.5 degrees 41.0 degrees ax. 22.0 degrees 22.0 a rees 23.0 degrees 6.6a rees - H Max. 33" 44" 29" 41" Wind H Min. 12" 15.5" 12" 12" Zone III A Max. 45.7 degrees 45.5 degrees 45.8 degrees 45.5 degrees A Max. 20.4 degrees 19.7 degrees 23.0 d rees 16.6 degrees ALTERNATE TIE.DnWN STRAP I nw^ATInNS NOTES: 1) Straps and anchors to be rated for 3150 lbs. of working stress (min.). 2 See page 25 for strap material specification, connection to I -Beam and other setup information. 3 Main I -Beam spacing to be 99.5 min. on all units. 4) Not available on 5/12 roof pitch units at Wind Zone II or III. 32 14' Sin lewides 16' Sin lewides 28' Doublewides 28' Doublewides 32' Doublewides 32' DoubleWdes with 5/12 roof pitch with 5/12 roof pitch H Max. 48" Q. Q. Q. Wind H Min. 12" 12" 12" 12" Zone I I A Max. 20.0 degrees 18.6 de rees 20.6 degrees 19.0 degrees - ax. 5.2 degrees .8 egrees 5.4 degrees 4.9 degrees - . H�Mi Q. 48" 48" 48" Wind H. 12" 12" 12" 12" - Zone 1!11 A. 20.0 derees 18.6 degrees 20.6 degrees 19.0 degrees A Max. 5.2 degrees 4.8 degrees 1 5.4 degrees 1 4.9 de rees I- NOTES: 1) Straps and anchors to be rated for 3150 lbs. of working stress (min.). 2 See page 25 for strap material specification, connection to I -Beam and other setup information. 3 Main I -Beam spacing to be 99.5 min. on all units. 4) Not available on 5/12 roof pitch units at Wind Zone II or III. 32 TA G UNIT TYPICAL DOUBLE -WIDE GROUNDANCHOR_ LONGITUDINALTIEDOWNS MAX. HORIZONTAL ANGLE r� (SEE TABLE) _ I L I -BEAM FRONT OR REAR CROSS MEMBER 'TOP VIEW .BEAM IV�.'-1----------7 ? TYPICAL SINGLE -WIDE ( ,.BEAM BEAM TYPICAL DOUBLE -WIDE I-BEAM --- l-- .L= — -- -- i CABLE -FRAME TIE -DOWN CONNECTION • VERTICAL ANGLE IS MEASURED FROM. STRAP TO LEVEL HORIZONTAL PLANE @ ANCHOR , ' SIDE VIEW 7 -BEAM -BEAM WIND ZONE II TI j ---------- ANGLES DEGREES 12' 14' 15' 18' 24'- 26' 28' 3Z 24' 6" 28' T. .0_ (....pp T t OF • c. TYPICAL TRIPLE -WIDE v•9.5 MAIN I:BEAM - - SHOULDER -TYPE EYE BOLT, NUT & W SHER NOT PROVIDED LONGITUDINALTIEDOWNS-� -T INTTORREA I STRAP_ GROUND ANCHOR CROSS MEMBER r GROUND LEVEL CABLE -FRAME TIE -DOWN CONNECTION • VERTICAL ANGLE IS MEASURED FROM. STRAP TO LEVEL HORIZONTAL PLANE @ ANCHOR , ' SIDE VIEW 2 TIE -DOWN -STRAPS @ FRONT & REAR OF EACH FLOOR. WIND ZONE II NOMINAL UNIT WIDTH (feet) SINGLEWIDES DOUBLEWIDES DOUBLEWIDES w/5/12ROOF PITCH ANGLES DEGREES 12' 14' 15' 18' 24'- 26' 28' 3Z 24' 6" 28' 32' S MAX. VERTICAL ANGLE 46 35 118 NA 42 37 1 32 113 35 28 .19 NA. 23 . MAX. HORIZONTALANGLE 20 20 20 NA 20 20 20 20 20 20 20 NA 20 2 TIE -DOWN STRAPS @ FRONT & REAR OF EACH FLOOR. WIND ZONE III NOMINAL UNIT WIDTH (feet) SINGLEWIDES DOUBLEW IDES DOUBLEW IDES w/5/12 ROOF PITCH ANGLES DEGREES 12' 14' 16' 18' 24' 26' 28' 32' 24' 6' 28' 32' S MAX. VERTICAL ANGLE 32 NA NA NA 27 17 NA NA 11 NA NA 1 NA NA MAX. HORIZONTAL ANGLE 20 20 NA NA 20 20 20 NA 20 NA NA NA NA 4 TIE -DOWN STRAPS @ FRONT & REAR OF EACH FLOOR. WIND ZONE II NOMINAL UNIT WIDTH (feet) SINGLEWIDES I DOUBLEWIDES DOUBLEWIDES w/5/12ROOF PITCH ANGLES DEGREES 12' 14' 16' 18' 24: 26' 28' 32' 24' 26' 28' 32' S MAX. VERTICAL ANGLE 62 57 51 45 61 58 56 50 57 54 51 1 1 1 43 52 MAX. HORIZONTALANGLE 45 45 45 45 45 45 45 45 45 45 45 45 45 4 TIE -DOWN STRAPS @ FRONT & REAR OF EACH FLOOR. WIND ZONE III NOMINAL UNIT WIDTH (feet) SINGLEWIDES DOUBLEWIDES DOUBLEWIDES w/5/12ROOF PITCH ANGLES DEGREES 12' 14' 16' 18' ' 26' 28' 32' 24' 6' 1 28' 1 32' TRIPLEWIDES1 MAX. VERTICAL ANGLE 56 49 141 131 1 5451 47 39 49 45 41 28 42 MAX. HORIZONTAL ANGLE 45 45 45 45 45 45 45 145 -1 45 1 45 1 45 1 45 45 NOTES: 1) Longitudinal Tiedowns are in addition to diagonal tiedowns along the main rails. - 2) Ground anchors, straps & cables (including eyebolt, nut, etc.) shall be capable of resisting an ultimate load of 4725 lbs. (3150 lbs. design) min. Install ground anchor in accordance with ground anchor manufacturer's installation instructions. See note 2 page 29 3) Anchorage system subject to local inspection at the time of installation. { 4) Other methods approved by local building authorities maybe used. 5) Longitudinal tiedowns are not required at wind zone I. ` 6) If a doublewide unit has a roof pitch exceeding 3/12 (i.e. 4/12) then use 5/12 roof pitch requirements. 42 20 27 45 NA NA NA NA - 33 SET-UP PROCEDURES (Continued) TIE -DOWN STRAP INSTALLATION EXAMPLE To properly install ground anchors and tie -down straps for a home, certain criteria must be established. This criteria is as follows: 1. Width of the home. 2. Main I-beam spacing of the home. 3. Wind Zone area where home is to be placed. 4. Distance from bottom of I-beam to ground. 5. Torque reading of the soil. 6. Nominal roof pitch of unit (for double-wides). For this example assume the home being installed is a 14 foot wide (single -wide) by 66 feet long. The home is being installed in Wind Zone I, and the main I-beam spacing has been established at 99-1/2 inches. The home has a 12 inch tall I-beam, and the clearance from the I-beam to the ground is measured at 20 inches. To determine the distance (H) from the ground to the underside of the floor add the I-beam depth (12") to the clearance between I-beam and the ground (20"). Therefore H=12"+20"=32". From Table 5 on page 27 (Wind Zone 1) determine the maximum allowable strap spacing. Enter table at left hand side for 14' wides, and check the maximum pier height (H) for 34 99.5" I-beam spacing. H max.=35" with straps/anchors space( at 12' o.c. maximum. Therefore, tie -down strap spacing should not exceed 12 foot on center. If the home were placed in a Wind Zone II or III area, the tables on pages 30 or 31 would be used. Next, determine the correct soil anchors to be used. An anchor soil test probe is required to test the soil where the example home is to be set. The soil test probe looks like a long drill bit with a fitting at the top which accepts a torque wrench. The torque required to turn the probe, when the probe reaches the desired anchor depth, is measured. The anchor manufacturer provides a chart relating the measured torque value to the type of anchor required to provide the desired holding force. AN INCORRECTLY SELECTED ANCHOR WILL NOT PROVIDE THE REQUIRED LOAD RESISTANCE. For this example, assume a torque of 300 inch -pounds was measured at a probe depth of 4 feet. A class 4 soil is indicated from the anchor manufacturer data. The correct anchor would be identified and rated for a class 4 soil. Soil anchors must be installed as directed by the anchor manufacturer. If the direction of the pull is not in line with the shaft of the anchor, a concrete cylinder collar or a ground anchor stabilizer plate is required. The anchor manufacturer installation instructions should describe the correct anchor placement with regard to direction, water table level and frost line location. SET-UP PROCEDURES (Continued) !DOUBLE -WIDE EXTERIOR CLOSURE HARDBOARD SIDING Fasten ttie precut strip,of Masonite with 8d galvanized nails (head should be painted to match the siding) 4" o.c. around the perimeter and 8" o.c. on the intermediate studs. Apply trim and caulking at the centerline, horizontal joints and around windows (if required) as illustrated by the details in Figure 5-18.. (In cases where the Masonite has to be cut to fit in the field, the ripped edges should be stained to match the siding with acrylic latex stain). Note: Use 8d galvanized -box, Figure A nails w/min. 3/16" dia. heads at 4" o.c: around perimeter and 8' Vertical Masonite Application o.c. at intermediate studs. 16' o.c. max • typical studs 3/8" typ I e 1 I i I8• e I i I I �p_ - I tYP. • , tyP ; I 4" I I I • 1• ; • • 4" • • typp • 4-3/8" 1-1/8'typ. Perimeter Jois Unit I Stain bottom Cenlertine edge Figure B Double Wide Masonite Close -Off Application I Unit; - '. I Centerline - - _ Butyl caulking at joint '1 � Masonite Siding Masonite Close -off field Installed w/8d galvanized 8d galvanized . box nails 8' o.c. at W Ind box nails 4' o.c. Zone I, 6, o.c. at Wind Zones II and III. Slainedges match Masonite (See note 1) Figure C Figure D Vertical Joint Horizontal Joint Masonite Siding y Caulk joint w/ 5 butyle caFlashing ,E ' �tng Masonite Strip (rip - Masonite Siding Masonite Siding from siding sheets) : t: ii Stain Edges Use 8d galvanized box to match. Use 8d galvanized nails 4' o.c. w/min. 3/ box nails 4' o.c. 16' dia. heads Masonite Siding (May be lap siding) Figure E NOTE: Typical Window Trim Application 1. All ripped edges to be stained with matching acrylic latex 8'typ. At Wind Zone Typ. stain stain from siding mfr. - 1, 6' At Caulk with butyl caulking to match Wind Zone II &III /I trim I� 1/2' TYp Butyl caulking to - - • match trim (fillli,e • rabbetted area) - Use 8d galvanized box ,nails w/min 3/16' dia. "T - heads FIG. 5-18 35 SET-UP PROCEDURES (Continued) DOUBLE -WIDE EXTERIOR CLOSURE VINYL LAP SIDING The siding panels should be attached using galvanized steel or aluminum 16 ga. 1/2 by 1-1/2" staples. (6d galvanized nails may also be used). Staples should be driven so that there is a 1/32" clearance between the siding and staple crown to allow some lateral movement. Fasten every 16" at the stud loca- tion. See Figure 5-19 Detail A for proper fastening. Snap the bottom course of siding into the starter strip and fasten to the wall. Leave a 1/4" space at corner posts and 'J' channels around window and door openings to allow for expansion. Do not fasten within 4" of an accessory. Vertical butt joints in panels should overlap 1". Do not fasten the panel within 4" of the joint. Install vinyl, aluminum, felt or other suitable material for flashing at bottom corners of doors and windows per Figure 5-19 Detail E. Apply caulk around siding and light blocks, water faucets, or other small penetrations. Install successive courses similarly to the first. Butt joints in adjacent courses should be offset approximately 24" for best appearance. Joints in alternate courses should be aligned vertically (See Figure 5-19 Detail B). Panels will have to be cut at headers and sills. A single panel should extend without joints across the width of the opening. When cutting a panel at a sill, measure the distance between the bottom of the opening and the top lock of the lower course, then deduct 1/4" (See Fig..5-19 Detail C). Slide the cut panel into the under sill trim and install. Note that the under sill trim piece may have to be furred to maintain the proper pitch of the siding. Measure and cut the header panel in the same manner as indicated above. The top sections at the gable will need to be angle cut. Use two scrap pieces of siding to make a pattern (See Fig. 5-19 Detail D). Interlock one piece with the siding panel below. Hold the other piece on top against the gable. Mark a line on the bottom piece and cut. Use this piece as a pattern for cutting gable pieces. Install the gable pieces by interlocking with the lower course, sliding into the gable 'J' rail and fasten- ing. If a home has been provided with "Craneboard" solid core vinyl siding, then read and follow the special instructions provided with this manual. Incorrectly Correctly Incorrectly Applied Applied Applied 1 DETAILA 36 FIG. 5-19 L11JLJ DETAIL C Mark Angle 2 Scrap Pieces for Cut of Siding ------- _ Pattern for Angle DETAIL D J -Trim �0+� � IPpP Diverter 1/2" Min. J -Trim All Purpose Trim DETAIL E SET-UP PROCEDURES (Continued) DOUBLE -WIDE EXTERIOR CLOSURE JAMES HARDIE "HARDIPLANK" OR "HARDIPANEL" SIDING "Hardiplank" and "Hardipanel" are fiber -cement siding panels. "Hardiplank" is a lap style siding, and "Hardipanel" is a panel type siding. Fasten the siding panels to framing mem- bers with 6d galvanized nails (2" long mine. -2-1/4" with "Hardiplank" at Wind Zones II and III) per the details shown in Figure 5-20 below. "Hardiplank" siding requires 2 additional J fasteners evenly spaced between studs into sheathing at Wind Zone 11 and III only. "Hardiplank" siding is not allowed within 3 feet of a sidewall/endwall corner at Wind Zone III. Finish siding by painting with an exterior grade, semi -gloss acrylic or latex paint. All ripped edges -of panels should be painted to match. Figure A Figure B Hardiplank Rim Joist or Hardiplank :+ Siding �► Exterior wall Siding bottom plate 1/4" to 1/2" Fasten with 6d 1 "x2" Wood Stops nails 12" to 16" Starter Detail O.C. Outside Corner Figure C Figure D Hardiplank Lap joints must fall at Siding stud. Stagger joints at Hardiplank least 2 stud bays. 48" Siding Fasten with 6d nails min. between joints at 12" to 16" o.c. same course. 2 Stud bays required from wall corner to 1 st 3/4" to 1" 1"x1" Wood Stop joint. 3/8" to 1/2" Inside Corner F7Lap Joint 6d nail required at each stud location (16' o.c.). 2 Figure E additional nails required at Wind Zones II and III. Figure F Hardiplank These fasteners shall be evenly spaced between studs into a 3/8' (min.) structural sheathing. Siding - 1.114" min. ri���`' }15�.' 1-1/4"min. • s. �...' i Window frame'f3;5:5555 ti r, Flash, shim, gap ¢:;�••,•-M<'u;••. i = 3/16" and caulk. overly overlap iGr�SV ^�^............ - `.. ..;i"zfi> ._n::r' L'y1< ':[' iL5 E2•i� �";...,, • 2` <:y, This fastening style is required HardiPlank Nailin at Wind Zones Window Detail u&III Figure G 2" minfrom corners NOTE: 6d nail 6" o.c. at edes & s - = 2" o.c. in field at Wind -� - Double studs are required within 3 feet of a sidewall/endwall Zone I. 6d nails 5" o.c. at Wn d Zones & IIfield at Cover joints corner at Wind Zones II and III. Fasten HardiPanel siding II with lumber panels to both studs at double stud locations. • • ' battens or Hardiplank_ caulk. - -- Siding 3/8" min. 3/8" min. HardiPanel Application FIG. 5-20 37 SET-UP PROCEDURES (Continued) SHINGLE ROOF CLOSURE INSTALLATION OF SHINGLED ROOF: 1. Fold back underlayment paper. 2. Remove the 16 inch wide sheathing at the ridge beam of one or both halves which was temporarily secured to the roof at the factory. 3. Bolt the ridge beam together as outlined on page 23. For models with heat ducts in the roof cavity make the inter- connection of two units by running the provided flexible duct through the access hole in the ridge beam. After the mechanical connection is made, tape the joint with 2 inch wide duct tape. 4. See Fig 5-21. Reinstall the 3/8" x 16" wide sheathing by first reinstalling the factory provided sheathing panel clips (2 per bay), then fasten using 15 gauge x 7/16" x 1-1/2" staples or 8d twist nails 4 inches on center at butt joints and at each truss between joints. Special fastening may be required at trusses located over shearwalls. These trusses will be marked with a paint spot on the truss top chord. Fasten roof sheathing to these trusses with fasteners 38 spaced 2" o.c. (3" o.c. — if truss is doubled — to both trusses). 5. If home is to be set in a Wind Zone II or III area, then apply a 6" wide strip of asphalt cement to the roof decking on both halves of home, directly adjacent to the roof peak. 6. Tack roof underlayment paper back in place. 7. Staple additional underlayment strip down, centered at ridge. 8. Fasten drip cap to sheathing at roof edge (above felt). 9. Complete installation of shingles (See Fig. 5-22). 10. Cut shingles for ridge cap and install as shown in Figures 5-24 and 5-25. NOTE: TO PREVENT WIND LIFTING AND POSSIBLE LEAKAGE, THE RIDGE CAP SHINGLES SHOULD BE ORIENTED WITH RESPECT TO PREVAILING WINDS AS INDICATED IN FIG. 5-25. 11. Install closure cap at eave joint (See Fig. 5-26). 12. See supplement for ridge vent if applicable. Field installed sheathing 16" Site installed shingles (4 Ridge Shingles or 5 courses) Underlayment Underlayment paper strip . Sheathing 18" shingle I �� I. �, 24" shingle , � 24" shingle \ 30" shingle � 36" shingle 7back See -23 for Underlay \ fastenSee In qu gement paper folfor beam. Ridge beam Drip cap If the roofing in the area of the front rake has been covered to protect from wind damage during transit, the protective covering and fasteners are to be carefully removed. Seal the fastener holes with asphalt roofing cement. FIG. 5-21 FIG. 5-22 OPTIONAL CENTERLINE METAL FLASHING AND SHINGLE INSTALLATION. 10" strip of underlayment paper installed over metal flashin and below shingles. Shingle ridge cap - install per figures 5-23 thru 5 - Install shingles (each 25 section) to centerline. 8"x32Ga. (min.) or .019" (min.) aluminum metal roll flashing. Fasten with 1"x1" - 1/ 4"x16Ga. Galvanized staples or roofing nails at 16" o.c. both sides. FIG. 5-22A SET-UP PROCEDURES (Continued) DOUBLE -WIDE SHINGLED ROOF FASTENERS: Use 1" crown x 1" leg 16 GA. galvanized staples or 1 1/4" 12 GA. galvanized roofing nails with 3/8" diameter heads 36" Shingle CUT SHINGLE INTO 3 PIECES AS SHOWN BY DOTTED LINE 12" 1 I. 1 WIND ZONE I 36" Shingle x x X x x X 12" WIND ZONE II & III Nail 1" from each end 5 5/8" above exposed butt & 5/8" above each cut out FIG. 5-23 FIG. 5-24 Nail or staple ridge shingles as indicated. ca See fig. 5-23 for fastener sizes. \co,�0 Apply caulking to closure cap Ar Secure closure cap with #6x3/4" II 5" Exposure screws at locations indicated �l i Ridge line FIG. 5-25 FIG. 5-26 39 SET-UP PROCEDURES (Continued) DOUBLE -WIDE UTILITY INTERCONNECTION ELECTRICAL INTERCONNECTION OF DOUBLE-WIDES Bonding Chassis halves floor joist construction are to be bonded together with the provided bonding wire and lugs (See page 54). Electrical Crossover NOTE: ALL ON-SITE ELECTRICAL WORK MUST BE PERFORMED BY QUALIFIED PERSONNEL. BEFORE CONNECTING ELECTRICAL CROSSOVER ASSURE THAT POWER HAS NOT YET BEEN CONNECTED. Endwall Crossover The procedure for this interconnection is as follows: 1. Feed wires from side B through metallic wire protectors into junction box or Sub -Panel in side A (See Fig. 5-27). 2. Staple wires within 8 inches of junction box or Sub -Panel to side of stud at centerline of stud. 3. Remove cover from junction box inside home; cut wires to length allowing a minimum of 4 inches of free wire extend- ing from box. 4. Strip approximately 1 inch of wire and connect like circuit numbers (white to white, black to black, ground to ground, red to red on multi -circuits and 240V circuits) with the provided wire nuts. 5. Push wires into box and replace cover. NOTE: SOME MODELS MAY HAVE ELECTRICAL CROSSOVERS AT FRONT AND REAR. Endwall Access to junction I Side B Side A box - inside home E Side B -L .1MT --- Factory installed wire FIG. 5-27 Pull boxes-- --L!L}— Pull box Field installed conduit & conductors (materials provided) FIG. 5-28 40 NM or SE cable Plywood or OSB access cover FIG. 5-28A access cover FIG. 5-28B Below Floor Crossover The correct procedure is as follows: 1. Remove the pull box covers and install the provided conduit and conductors between the boxes (See Fig. 5-28). 2. Using the provided wire connectors, connect like circuit numbers (white to white, black to black, ground to ground, red to red on multi -circuits and 240V circuits). 3. Push wires into boxes and replace covers. Below Floor Crossovers In Floor Pull Box The correct procedure is as follows: 1. Remove plywood access covers and cut bottom board for access to wires (See Fig. 5-28A). 2. Feed wires around bottom of marriage line floor joists and into junction box. 3. Cut wires to length allowing a minimum of 4" free wire extending into box. 4. Strip approximately 1 inch of wire and connect like circuit numbers (white to white, black to black, ground to ground, red to red on multi -circuits and 240V circuits). 5. Replace access covers and tape bottom board with pro- vided tape. In Floor Pull Box The correct procedure is as follows: 1. Remove plywood access cover to pull box and cut bottom board on opposite half for access to wires (See Fig. 5- 286). 2. Feed wires through hole or notch in joists into junction box. 3. Attach wires as described in steps 3 and 4 for endwall crossover. 4. Replace access cover and tape bottom board with pro vided tape. SET-UP PROCEDURES (Continued) UTILITY INTERCONNECTION In Floor Cable Splice The correct procedure is as follows: 1. Remove bottom board access covers (See Fig. 5-28C). 2. Feed cable through hole or notch in joists. 3. Connect cable splice together. 4. Replace access covers with provided bottom board tape. Cable Splice Hole or not in joists FIG. 5-28C 20 Amp Non- Endwall Metallic cable Exterior splice -Type access panel studs NM -©or on both cable splice halves. manufactured Fasten with by moiex-etc. wood screws (part no. to wall studs. 19045). Factory installed wire 'During transit free protectors over notches in ends of cable are studs - Marriage Line for coiled and secured in Double wide the wall cavity. FIG. 5-28D NOTE: Some models may require that an axle or axles be removed to connect the crossover duct or connect the home air distribution system to the heating - cooling appliance. SUPPORT STRAPS(TYR) NOTE: If unit has multiple cable splice the circuits will be identified by the attached code markers. Endwall Cable Splice The correct procedure is as follows: 1. Remove access panels on exterior side of endwall (See Fig. 5-28D). 2. Uncoil wire located inside endwall. 3. Connect cable splice halves together. 4. Reinstall access panels. Note: If unit has multiple cable splices the circuits will be identified by the attached code markers. Heating Crossover There are two basic hookup procedures for all designs. The first procedure is the standard design and is a single 12" diameter flexible duct. The second procedure is an optional design that includes a varying number of 5" or 6" crossover ducts that are installed in the floor. The method. of installation for the standard design is as follows: 1. Connect each end of the provided insulated 12" diameter flexible duct to the metal duct connector on each half of the home by sliding duct over metal tabs on duct connec- tor. 2. After mechanical connections are made, tape each connection with 2 -inch wide duct tape to ensure an airtight seal.. 3. Permanently secure the crossover duct with straps as shown in Fig. 5-29. Do not allow duct to rest on the ground. Maintain at least a 4 -inch clearance between duct and the ground. The method of installation for optional design with standard frame is as follows: 1. Remove access panels at crossover ducts. The access panels are located below the floor. 2. Cross cut bottom board at 8" holes in reinforcing plates. 3. Extend the flexible ducts from each half through the access holes (See Fig. 5-29A). CROSSOVER DUCT FIG. 5-29 DUCT NOTE: 5 STRAPS AS SHOWN TO FLOOR JOISTS. MINIMUM CLEARANCE TO GROUND TO BE 4". 41 SET-UP PROCEDURES (Continued) UTILITY INTERCONNECTION 4. Connect the flexible ducts together per the provided manufacturer instructions using the splicing collar provided 5. Install a strap around duct and attach to the rim joists. 6. Tape bottom board closed with provided tape. The method of installation for the optional design with integral floor/frame or Perimeter frame is as follows: 1. Locate crossover locations as indicated by spray paint on rim joists and bottom board. 2. Cut out bottom board at rim joists for crossover connec- tions. 3. Cut the bottom board below floor fo[ access to flexible ducts (See Fig. 5-29A). 4. Extend the flexible ducts through the cutouts in the rim joints from the half with the furnace to the other half. 5. Connect the flexible ducts together per the provided manufacturer instructions using the splicing collar provided. 6. Push the floor insulation against rim joist and tape bottom board closed with provided tape. INSULATION RIM JOIST FLEXIBLE DUCT FLOOR BOTTOM 7 BOARD , SPLICING COLLAR PLYWOOD REINFORC- ING PLATE (TYR EACH SIDE) OPTIONAL CROSSOVER DUCTS FOR STANDARD FRAME FLEXIBLE DUCT 7 SPLICING FLOOR DECKING LSL OR LVL BEAM w/ INTEGRAL FLOOR FRAME STEEL ]-BEAM w/PERIMETER FRAME ACCESS r I AREA (TYR) OPTIONAL CROSSOVER DUCTS FOR INTEGRAL FLOOR/FRAME OR PERIMETER FRAME. FIG. 5-29A 42 Heating Crossover with V -Bonnet Some double -wide units will require a V -Bonnet duct connector to be installed prior to connection of the crossover ducts. The proper method of installation is as follows: 1. Remove axle if required for access to furnace area. 2. Fit tabs inside V -Bonnet and secure with #8x3/4" screws in holes provided on tabs (3 per side —12 total) (See Fig. 5- 296). 3. Install flexible crossover ducts per the standard crossover duct design described on the previous page. Gasline Crossover Applicable only to models with gas appliances on both halves. The listed flexible connector supplied with the home must be used to make the connection. This connector will be located beneath the home. NOTE: DO NOT USE TOOLS TO CONNECT OR REMOVE FLEXIBLE CONNECTOR QUICK DISCONNECT. 1. Remove protective caps from the connector. 2. Connect the quick disconnect fitting. 3. Test for leaks with soapy water. Waterline Cross Connect. Applicable only to models with plumbing on both halves (See Fig. 5-30, 5-31, and 5-31A). 1. Remove the shipping caps from water lines and install provided connector. 2. Check for leaks. 3. In areas where exposed piping is subject to freezing, protect exposed piping with heat tapes listed for use on manufactured homes, and insulation. It is recommended that only U.L. listed heat tapes be used and installed in accordance with their listing. SET-UP PROCEDURES (Continued) UTILITY INTERCONNECTION HOLES IN ALT. WATER LINE CROSSOVER SIDE JOISTBRASS FLOOR I/COPPER FLEXPIP-\. DECKI t O I BRASS ADAPTER -- NOTE: W RAP WATER LINE CONNECTOR WITH INSULATION IN FREEZ- ING CLIMATES. FIG. 5-30 L INSULATION t INSPECTION AND ACCESS COVERS TO PERMIT CONNECTION AND INSULATION OF WATER LINES FLOOR Tu {� Eq MAKE WATER CROSSOVER WITH CONNECTORS PROVIDED WITH THE HOME FIG. 5-31 r ALT. WATER LINE CROSSOVER I Centerline Access Panels FI Panel Drainage Line Cross Connect Applicable only to models with plumbing on both halves. The connection may be made with field assembly of factory supplied parts (refer to drainage of 2 bath models, page 48), or when the below floor plumbing is factory installed, a flexible coupler is used as follows: Use only the approved flexible coupler provided (1-1/2 inch or 3 inch, as required).. See Fig. 5-32. 1. Slip the flexible coupler over one end of the drainage line. 2. Align the pipes and center the coupler over the joint. 3. Tighten the clamps and check for leakage. DRAINAGE PIPE ' r � I FIG. 5-32 COUPLER FLEXIBLE METAL ROOF TIGHTENING Metal roofs may be tightened by the use of bonded washers secured to the roof truss with #8 x 1-1/4" screws, placed in rows of four across with width of the roof and spaced at ap- proximately 48" o.c. along the length of the roof. Care must be taken to assure that the screws are placed to penetrate the truss. After application, the screw heads and washers are to be sealed with a roof sealant material. INSTALLATION OF EXTERIOR LIGHT FIXTURES ELECTRICAL CONNECTIONS SHOULD BE MADE ONLY BY QUALIFIED PERSONNEL. MAKE SURE POWER IS OFF BEFORE INSTALLING LIGHT.. The correct procedure is as follows:' 1.Install threaded tube in the strap secured to the fixture outlet box as shown in Fig. 5-33. 2. Apply caulking around base of light fixture to insure a water tight seal to side wall. (NOTE: On units with Masonite or vinyl siding, make certain the flashing ring is installed around outlet box.) 3. Connect wires, black to black, white to white, and ground to ground, using wire nuts. 4. Push wires into box and secure fixture in position using the nut provided on the threaded tube. Install ttie bulb. FACTORY INSTALLED NOTE: SOME LIGHTS WILL USE LIGHT BOX TWO BOLTS WHICH THREAD INTO THE MOUNTING STRAP IN LIEU OF THE THREADED ROD ILLUSTRATED n n FIG. 5-33 THREADED ROD VENTILATION OF SKIRTING AND CRAWL SPACE ENCLOSURE Skirting or other crawl space enclosures, such as founda- tions, not only add to the appearance of the home but also provide important benefits in the reduction of heat loss. . Enclosures also aid in reducing the danger and inconve- nience of damaged plumbing through freeze-up. Skyline Corporation recommends enclosing the underside of the home; however, it is very important that any enclosure be adequately ventilated. Ventilation openings need to be provided in the foundation or skirting along at least the two long,walls of the home. The total area of ventilation open- ings should be at least 1 square foot for each 150 square feet of crawispace area. An_ opening should be located within 3 ft. of each corner. PORCHES AND DECKS , Some Skyline manufactured homes are constructed with factory -built porches or decks along the front, rear or main entry door side of the home. Porches and decks may be constructed with pressure treated wood floors which readily permit the passage of rain and/or snow through the floor. The area under porches or decks constructed with pressure treated decking lumber must be separated from the crawl space enclosure of the remainder of the home. Excessive moisture in the crawl space can be the cause of window or ceiling condensation and other problems associated with high moisture levels in the home. 43 CHAPTER 6 INSTALLATION OF OPTIONAL FEATURES ELECTRIC DRYER VENTING Homes factory equipped with an electric dryer receptacle will also have the moisture -lint exhaust system roughed -in. To complete the moisture -lint exhaust system the following must be performed: 1. Remove the covers over the vent hole in the floor. 2. Push the duct through the hole provided. in the floor and connect to the dryer in accordance with the dryer manufacturer's instructions. NOTE: Some dryer manufacturers require that metallic duct be connected to the dryer and routed through floors and/or sidewalls. 3. Secure the termination fitting at the outside edge of the floor: NOTE: The termination fitting must be installed such that the dryer does not exhaust beneath the home. This may be accomplished by attaching the fitting to a piece of exterior grade plywood or, if the home is skirted, directly to the skirting. 4. Secure the flexible duct to the termination fitting with the provided clamp. (Do not use sheet metal screws or other devices which extend into the interior of the duct.) 5. Seal the duct penetration through the floor with a good grade of caulking. CAUTION: MATERIALS WHICH MAY BE PROVIDED FOR THE MOISTURE -LINT EXHAUST SYSTEM ARE NOT ACCEPTABLE FOR INSTALLATION OF GAS DRYERS. GAS DRYER INSTALLATION Homes factory equipped with a gas dryer will also have the moisture -lint exhaust duct and termination fitting provided. To complete a roughed -in system follow steps 1-5 under Electric Dryer Venting. Homes with "stubbed -in" gas service will also have the moisture -lint exhaust system roughed -in. However, the exhaust duct and termination fitting are not provided. Such termination fitting should be supplied with dryer at time of installation. The gas connection and completion of the mois- ture -lint exhaust system must be made by qualified personnel in accordance with the dryer manufacturer's installation instructions. The gas connection must be tested (See Utility Hook-up and Testing) prior to use of the appliance. To com- plete the moisture -lint exhaust system, follow steps 1-5 under Electric Dryer Venting. GRILL/RANGE VENTING When a home is provided with a combination range (cook top)/grill that contains its own exhaust system, the exhaust must be routed such that it does not terminate beneath the home. To complete the exhaust system the following must be performed: 1. Remove the cover on the factory installed exhaust pipe protruding from beneath the floor in the vicinity of the range. 2. Secure the provided termination fitting at the outside edge of the floor. 3. Run the provided flexible metallic duct between the elbow protruding from the floor and the termination fitting. Sup- port the duct and make the connections per the manufacturer's installation instructions provided with the grill/range. GAS WATER HEATING VENTING Homes factory equipped with certain types of gas water heaters may require special provisions to ensure proper ventilation. If the gas water heater installed in your home is not independently vented to the exterior of the home through a grilled opening in an exterior water heater door, then the following provisions must be followed. A. If the home is set on a crawlspace, or piers and skirting are used, then an air intake opening with a minimum free area of 32 square inches must be provided in the foundation wall or skirting. If the opening is covered by louvers or screen, the total free area must be 32 square inches. The air intake opening should be located as close as practical to the water heater location. B. If the home is set on a basement, then the following steps must be taken: 1. Fabricate a plenum box to encompass the air inlet assembly without alteration to the air inlet assembly itself. This plenum must have a minimum horizontal dimension of eight (8) inches. The minimum clearance between the air inlet assembly and the inner wall of the plenum shall be two (2) inches. The vertical height of the plenum shall be as neces- sary to accommodate the air inlet assembly without alteration. The air inlet assembly is a round tube that is extended from the bottom of the water heater through the floor. 2. To ensure proper air entry into the fabricated plenum box, a 6 inch minimum round (or equivalent cross-sectional area) duct is required. The duct shall be of a smooth surface, rigid variety (no flex pipe) and shall be connected to the plenum in a manner that does not reduce the cross sectional area of the pipe. 3. The air inlet shall be of damperless type and provide a free area not less than the cross-sectional area of the duct. A screen, if used, shall be 1/4 x 1/4 inch minimum. 44 INSTALLATION OF OPTIONAL FEATURES (Continued)' PADDLE FAN INSTALLATION FOR DOUBLE -WIDE HOMES WIRED FOR MOUNTING ON CENTER BEAM i A. FLUSH RIDGE BEAM ' 1. For proper ceiling fan installation, an electric outlet box and the decorative center beam to contain the box have been provided for attachment to the ridge beam at the unit centerline. CAUTION: BEFORE FOLLOWING THE STEP-BY-STEP PROCEDURE, BE SURE THAT POWER TO FAN WIRE IS OFF. 1. Remove the fan manufacturer's installation instructions from the package and determine the method of fan attach- ment to the beam. (Also see Fig. 6-1 below.) 2. If the center beam (shipped loose) does not contain a precut hole for the electrical box, cut a hole with a hole saw approximately 1/4" larger than the box diameter at the proper location (center line of hole should line up with location of supply wire through ceiling) and centered in. the width of the beam. 3. Install the box in the hole and secure flange (plastic box only) to the center beam with 4 - #6 x 1" screws. CEILING BOARD-/ SUPPLY WIRE COILED & SECURED FOR SHIPMENT NOTCH BEAM AT HOLE IF NECESSARY WIRE CHASE SECURE BOX TO 2x6 CENTER BEAM WITH 4- #6x1" WOOD SCREWS (FIELD INSTALLED) ' 4. a. Insert the ceiling wire through a knock out hole in the side of the electrical box. NOTE: It may be necessary to cut a notch from the top on the supply wire side of the center beam hole to allow the supply wire to be inserted in electrical box without binding against center beam during installation. b. Leave approximately 4".of wire free in the box.. 5. Secure the center beam in place over the center line joint. Be sure that fan supply wire is not pinched or penetrated with beam fasteners. 6. Secure electrical box to ridge beam with #8 x 2 1/2" wood screws through the two holes in the top of the box. 7. Strip about 3/4" of insulation from the white and black conductor ends. 8. _Position the noncombustible flash ring (provided) over the electrical box so that finished surface (adjacent to electrical box) which is to be covered by fan canopy is not exposed. 9. Follow the manufacturer's installation instructions for mounting the fan assembly to the box and for electrical wiring of the fan. Use provided electrical connectors for splicing wire. Be certain that fan is grounded as specified in manufacturer's instructions and that wires are connected properly (white to white and black to black). NOTE: APPLICABLE TO U.L. LISTED PADDLE FAN WITH A SWIVEL TYPE MOUNTING BRACKET. DOUBLE.WIDE RIDGE BEAM 2x6 CENTER BEAM — SHIPPED LOOSE FOR FIELD INSTALLATION _ HOLE FOR BOX CUT THROUGH 2x6 (MAY BE CUT IN PLANT OR IN FIELD) - SECURE BOX TO RIDGE BEAM WITH 2-#8x2 1/2" WOOD SCREWS (FIELD INSTALLED) ELECTRICAL BOX (SEE NOTE 1) SUPPLY WIRE INSERTED IN FIELD THROUGH SIDE KNOCKOUT OF BOX FIG 6-1 45 INSTALLATION OF OPTIONAL FEATURES (Continued) B. PROTRUDING RIDGE BEAM For proper ceiling fan installation, a prefabricated box has been provided and includes the electrical box for containment of the spliced wires with their connectors. The prefab box is also designed to conceal the wire which is run through the ceiling where the fan is to be located. CAUTION: BEFORE FOLLOWING THE STEP-BY-STEP PROCEDURE, BE SURE THAT POWER TO FAN WIRE IS OFF. 1. Remove the fan manufacturer's installation instructions from the package and determine the method of fan attach- ment to the beam. (Also see Fig. 6-2). 2. Insert the ceiling wire through a side knock out hole in the electrical box. Secure the wire in the electrical box clamp at a point approximately 4" from its end. FIG. 6-2 \FAN WI FROM CE ELECTRICAL BOX CLAMP WIRE AT B CLAMP PROVIDES (4" MIN. FREE CAE C. FALSE RIDGE BEAM For proper ceiling fan installation, an electrical box and a decorative foam block have been provided for attachment to the false beam at the unit centerline. The prefab box is also designed to conceal the wire which is run through the ceiling where the fan is to be located. CAUTION: BEFORE FOLLOWING THE STEP-BY-STEP PROCEDURE, BE SURE THAT POWER TO FAN WIRE IS OFF. 1. Remove the fan manufacturer's installation instructions from the package and determine the method of fan attach- ment to the beam (See Fig. 6-2A). 2. After ridge beam halves have been secured together, fasten bottom halves of false beam together with 16d nails 16" o.c. (max). 3. Attach gypsum close -off panel (provided) with staples 6" o.c. around perimeter. 4. Secure decorative foam block to false beam with 2-16d nails or 2-#8x3" screws. 5. Attach electrical box (U.L. listed for use with paddle fan) per its listing (installation) requirements (provided). 46 3. Place the prefab box in its final position on the beam and secure the box to the beam with #6x2" wood screws (pro- vided) in the metal corner braces. 4. Strip about 3/4" of insulation from the white and black con- ductor ends. 5. Position the noncombustible flash ring (provided) over the electrical box so that the finished surface (adjacent to electri- cal box) which is to be covered by fan canopy is not exposed. 6. Follow the manufacturer's installation instructions for mount- ing the fan assembly to the box and for electrical wiring of the fan. Use provided electrical connectors for splicing wires. Be certain that fan is grounded as specified in manufacturer's instructions and that wires are connected properly (white to white and black to black). PRE -FAB BOX FASTENED TO BEAM w/2 -#6X2" SCREWS EACH SIDE 6. Strip about 3/4" of insulation from the white and black conductor ends. 7. Follow the manufacturer's installation instructions for mount- ing the fan assembly to the box and for electrical wiring of the fan. Use provided electrical connectors for splicing wires. Be.certain that fan is grounded as specified in manufacturer's instructions and that wires are connected properly (white to white and black to black). Ridge Beam False Beam Toe -nail bottom halves of-----" 4_ Electrical wire - factory false beam together w/ installed paddle pan. 16d nails 16" o.c. ® Decorative foam block. Gypsum close -off to panel -fasten to to beam w/2 -16d false beam w/ ® nails or 2484" screws. staples 6" o.c. around perimeter. t1 Electric box - U.L. listed for use with paddle fan. Secure to false beam per FIG. 6-2A its installation require- ments. INSTALLATION OF OPTIONAL FEATURES (Continued) AIR CONDITIONING ELECTRICAL CONNECTION (Factory Provided Circuits) THE ELECTRICAL CONNECTION SHOULD BE MADE ONLY BY QUALIFIED PERSONNEL. THE COMPLETED INSTALLATION MUST CONFORM TO ARTICLE 440 OF THE NATIONAL ELECTRI- CAL CODE AND APPLICABLE LOCAL CODES. Factory installed branch circuits for air condition- ing are indicated on the data plate under the head- ing "Rating of Factory Installed Circuit." The maxi- mum full load ampere draw for the desired air conditioning unit must not exceed the indicated branch circuit rating. "A" coil air conditioning units installed must be listed for use with the furnace in this home; for air conditioning installation, see the instructions shipped with the air conditioner. If a self-contained air conditioner is to be installed and connected to the heating supply duct the installa- tion must include a damper beneath the furnace to prevent cool air from "backing -up" into the furnace Buring the cooling mode and a damper at the air conditioner supply to prevent heated air from "back- ing -up" into the air conditioner during the heating mode. It is recommended to wrap the dampers with insulation. The electrical connection is via a branch circuit terminating in a Junction box beneath the home (See Fig. 6-3). The field installation wiring beyond the 'unction box must incorporate a fused discon- nect (sized in accordance with NEC Article 440) located within sight of the condensing unit. The maximum fuse size to be used with fused discon- nect is marked on the condenser data plate. The acceptability of the air conditioning equipment, rating the location of disconnect means, fuse type branch circuit protection, and connections to the equipment are to be determined by the local in- spection authority. For some modls the electrical connection is made to the home via a separate rigid conduit. The conduit is 1" and is run from the panelboard and terminates below the bottom board. A PVC cap is cemented to the end of the conduit and this must be cut off to provide access to the panel board. Wiring is then installed from the panelboard to the air conditioner per all applicable NEC & local codes -and all requirements listed above. Condensation should not be allowed to drain under home. NOTE: REFER TO N.E.C. AND AIR COND. INSTRUCTIONS FOR INSTALLATION REQUIRE- MENTS DISTRIBUTION PANELBOARD /FIELD PROVIDED ------- -- / &INSTALLED JUNCTION BOX -/L` FUSED DISCONNECT BENEATH HOME REMOTE CONDENSING CONDUIT UNIT Ill = ui= III- III a III -III FIG. -"'-"'-"'' NOTE: THE ELECTRICAL CONNECTION SHOULD BE MADE ONLY BY QUALIFIED PERSONNEL. 1. On models equipped for installation of optional evaporative cooler, install the roof -mounted cooler according to the instructions with the cooler. For coolers without an integral air duct the cooler box shall be lined with .016 in. metal. The factory installed branch circuit for the cooler is sized for a mabmum cooler electrical load of 12 amperes. 120 V. AC, 60 Hz. 2. Remove the cover from the roof -mounted junction box and make the connection of the color -coded wires using the provided wire nuts. The electrical portion of the installation is now complete (See Fig. 64). EVAPORATIVE COOLER LOCATED ON ROOF OF HOME WEATHERPROOF BOX • ;' ' ROOF JACK COLOR CODE WHITE ..................................................... Neutral _ YELLOW.................................................. Pump ROOF • BLACK. High Fan FIG. 6-4 RED......................................................... Low Fan GREEN .................................................... Ground 47 INSTALLATION OF OPTIONAL FEATURES (Continued) STANDARD BLEND -AIR INSTALLATION WITH DEALER INSTALLED EXTERIOR HEATING/COOLING Figure 6-5 below depicts the Evcon Standard Blend -Air installation used with homes designed for dealer installed exterior heating -cooling systems. The Evcon Standard Bland -Air unit provides whole - house ventilation and is designed to operate when the exterior heating or cooling system is in use. The following information is important when electri- cally interconnecting the Standard Blend -Air with the exterior heating -cooling unit system: Chase fully er duct. Standard Blend -AI Access panel n exposing damp assembly. Grille with filter to Blend Air filtE 4 -Wire thermostat cable to outdoor unit. See manufac turer instructions f wiring to exterior heat -cooling unit= 1. The Standard Blend -Air must be connected to a heating -cooling unit with transformer having at least a 40 Va. Capacity. 2. The wiring of 4 -wire thermostat cable from the Blend -Air control to the exterior heating -cooling controls is to be as follows: -Green Connector - blower continuous run -Red connector - 24 v. supply -White connector - system heating -Yellow connector - system cooling Return Air talled 4 -wire thermostat door thermostat. rtight (except @ bir & grille with filter). 'Note: The Unit must be operated from one transformer having at least 40 Va. Capacity. 48 FIG. 6-5 '--- Factory ins it control box cable to in amoved, er tube (Access Box ai ,r) return or Return Air talled 4 -wire thermostat door thermostat. rtight (except @ bir & grille with filter). 'Note: The Unit must be operated from one transformer having at least 40 Va. Capacity. 48 FIG. 6-5 INSTALLATION OF OPTIONAL FEATURES (Continued) EXPANDING ROOMS, SLIDE -OUTS, ETC. Where optional expanding rooms, slide -outs, tip -outs, etc. are provided, specific instructions and directions are provided for proper installation and set-up. INSTALLATION OF SITE INSTALLED ATTACHED STRUCTURES All site installed attached structures, including garages, porches, steps, stairways and.landing must be designed and constructed to support all of their own dead load and all of the live load to which it will be subjected. Attached'structu�es should be constructed in accordance with the m`anufacturer's installation instructions and all applicable local codes. In particular, attached garages generally require fire protection and GFCI electrical circuit protection as required by local code. INSTALLATION OF SITE BUILT ATTACHED GARAGE ON GARAGE READY UNITS The outside area of the home that is covered with gypsum is intended to be the area for installation of a site built garage. The garage that is to be built MUST -BE COMPLETELY SELF SUPPORTING (See paragraph above). No part of the manufactured home may be used for structural support of the garage. The garage shall be designed and constructed to - meet all applicable building codes. Before starting construction of the garage: + 1. The soil must be graded on all sides to channel storm runoff away from the home and the garage. 2. Remove the temporary transportation cover. Note that early removal of this cover may cause damage to the gypsum board if left exposed to the elements. Two electrical circuits have been factory provided to service the"garage. One circuit will be 15 amp, and one will be 20 amp. The 20 amp circuit will be GFCI protected and is dedicated to the garage area. The 15 amp circuit is for lighting ONLY. The electrical circuits will be wired to junction box(es) that are installed inside the floor and adjacent to the exterior wall at the garage area. A 20 amp GFCI protected receptacle has been installed in the exterior wall at the garage area. If the home has a factory built dormer intended for attach- ment of a site built garage, then 8 to 24 inches of shingles will be left off the edge of the dormer. These shingles are left off to more easily facilitate the interconnection of the garage and the home.. Therefore, the remaining shingles for the dormer must be field installed., Install the remaining shingles and complete the valley construction per page 38 and the shingle manufacturer's instruction or per the Asphalt Roofing Manu- facturers Association (ARMA) Residential Asphalt Roofing Manual. _ P - HINGED ROOFS AND EAVES Where optional hinged roof and/or hinged or prefabricated field installed eaves are provided, supplemental installation instructions are provided. CEILING (PADDLE) FANS Site provided and installed ceiling!ans are to be installed in accordance with the manufacturer's installation instructions. To reduce the risk of injury, the minimum dimension from the .trailing. edge of,the fan blade to thefloor must be in accor- dance with the manufacturer's requirements. TELEPHONE AND CABLE TV Careless installation of telephone and cable television lines maybe hazardous. Electrical circuits, plumbing and duct work are contained in the floor and walls of the home. Avoid contact with these systems when drilling into and placing cables in these cavities. FAILURE TO FOLLOW THESE INSTRUCTIONS MAY RESULT IN SERIOUS PERSONAL INJURY OR DEATH. FIREPLACE INSTALLATION Because of transportation restrictions, fireplaces require on- site installation of additional section(s) of approved, listed chimney pipe, a spark arrestor and a rain cap assembly. The fireplace manufacturer's installation instructions and all required components for proper installation are included in each home with a fireplace. SITE INSTALLED FIREPLACE HEARTH EXTENSION The home will be shipped with fireplace installed.. The blocking between the bottom of the fireplace and the floor shall be removed. The carpet where the hearth is going to be placed shall be removed. A bead of noncombustible fireplace mortar or gasket cement shall be run to seal the joint betweer hearth extension and face of the fireplace. The edge of the hearth extension shall be placed under the fireplace surround and centered in front of the fireplace. The carpet tackstrip . shall then be placed around the hearth to secure it: (See Fig. 6-6). Non-combustible mortar or gasket cement Fireplace y Hearth extension FIG. 6-6 I 49 INSTALLATION OF OPTIONAL FEATURES (Continued) FIELD INSTALLED TERMINATION OF FIREPLACE CHIMNEY. Termination cap - fie'-' '--`-" Storm collar - fil Flashing - field installed Top section of flue pir installed Factory installed tt 10 feet or less Factory installed flue pipe Truss (typical) am (typical) Upper and side shingles overlap .-----------, flange and are set in asphalt Flue pipe I cement I Lower part of flange overlaps lower shingles SHINGLE INSTALLATION AROUND FLUE PIPE 1) Install shingles up to edge of factory cut-out in roof decking. Cut shingles installed under roof flashing are set in asphalt cement. 2) Place flashing over pipe section and shingle and set in asphalt cement. Tack flashing to roof deck at top 2 corners with roofing nails. 3) Resume shingle application. Cut shingles in successive courses to ft around the pipe and embed them in asphalt cement where they overlap the flashing. Secure shingles with roofing nails through flashing and apply asphalt cement over nail heads. 4) The completed installation should appear as shown above, with the lower part of the flange overlapping the lower shingles and the side and upper shingle overlapping the flange. NOTES: 1) The upper portion of the fireplace chimney assembly has been left off due to transportation height restrictions. 2) The final section of flue_pipe, roof flashing, storm collar and termination cap for the fireplace are required to be field installed. 3) Remove temporary close -off material from roof and top of flue pipe that has been factory installed. 4) Install parts listed in 2 above per the fireplace manufacturer's Installation instructions. 5) Install roof shingles around chimney pipe per instructions above or per ARMA residential asphalt roofing manual instructions. 6) All required parts for completion of chimney have been shipped with the home, including the manufacturer's installa- tion instructions. 7) Applicable only to Coleman Deluxe II model, 36ECMII solid fuel burning fireplace. 8) All other aspects of the setup of the home are to be in accor- dance with this manual. 50 WARNING This appliance has been shipped with the flue assembly partially disassembled. The flue assembly must be completed in accordance with the installation instructions prior to use of this appliance. The label above has been placed on the fireplace In your home If the chimney assembly Is required to be field completed. CHAPTER 7 UTILITY SYSTEM CONNECTION AND TESTING Many local jurisdictions have special requirements for utility connections`and on-site inspection of these connections. t Consult with the proper authorities prior to utility connection. Use only qualified service personnel, familiar with local codes and licensed where required. The drainage and water systems were tested for leaks prior to shipment from the factory. It is essential that they be rechecked by qualified personnel for leaks that may have been caused by vibration. during transportation. WATER -: The water system has been designed for an inlet water pressure of 80 psi. If the manufactured home is installed in areas where the water pressure exceeds 80 psi, a pressure reducing valve should be installed. The water system may be .connected to any safe, potable water source. The connection is via a single 3/4 inch inlet beneath the home.. A_master shut- off full flow valve must be installed in the water supply line adjacent to the home; this valve should be a full port gate or ball valve with threaded or solder joints.' After removing the aerators from all the faucets, open all the faucet valves and allow the water to run for 15 minutes. This should remove any foreign particles left in the line that might cause an unpleasant taste or become lodged at faucet washers and cause dripping. faucets. All exposed water piping subject.to freezing should be protected by insulation and electric heat tapes (with an. integral thermostat) listed for use with manufactured homes.' it is recommended that only UL listed heat tapes,be used and installed in accordance with their installation instructions. DRAINAGE — CONNECTION The drainage connection is,made at the 3-inch.main drain _ outlet. Care should be exercised to slope and support the drain line from the home to the site sewage.system (1/4" per foot slope). - DANGER: IMPROPER OR INADEQUATE TESTING, CON- NECTION OR MODIFICATION OF ANY PART OF GAS OR ELECTRICAL SYSTEMS, ESPECIALLY BY UNQUALIFIED PERSONNEL, MAY BE EXTREMELY DANGEROUS AND. MAY RESULT IN SERIOUS PERSONAL INJURY OR DEATH. DRAINAGE —1,1 1/2,11 3/4 & 2 BATH When applicable the parts required to bring all drain lines to a.single point are provided as follows: 1. Pipe and fittings. 2. 1/4 pint of ABS solvent cement. 3. 10 feet. of 3/4" x 28 gauge plumbing strap. 4. Ten: 1/4" x 1" stove bolts. The procedure for bringing all drain lines to a single point is as follows: 1. Remove caps on drain outlets'and connect supplied parts . together as shown by the drain line schematic shipped with the house. (Do not apply cement). 2. -Check to be sure that the assembly has the proper 1/4 inch drop -per foot. 3. Mark each joint to aid in reassembly. Start at outlet end of system and remove, cement and reassemble each slip joint , one at a time. Be sure to apply the cement on both male and female ends with a good even -coating. , 4. Using the 3/4" x,28 gauge strapping, strap the drain line to the center cross -members of the frame placing a strap at each member (4 feet apart).: Use a 1/4" x 1" stove bolt to secure strap in place._ 5. Connect home drain to site sewage system as for single bath previously discussed. 6. Check -completed system for leaks. GAS — The gas piping system was designed fora range of 7 to 10 1/2" of water column for natural gas and 11 to 14" of water column for LP gas. The manufactured home gas supply pressure must be within this range for safe and efficient operation of the gag piping system.. :', 51 UTILITY SYSTEM CONNECTION AND TESTING (Continued) The gas piping system was pressure tested for leaks prior 3. Check the gauge after 10 minutes; there should be no drop to shipment; however, it is essential that the system be in pressure. retested by qualified personnel for leaks prior to use. (Many utility companies require this on-site test.) The instructions 4. Check the piping to appliances by pressurizing to at least printed on the tag near the gas supply connection must be 10 inches but no more than 14 inches water column and followed (See Fig. 7-1). applying a bubble solution to all joints and flexible connec- tors. In some localities, utility companies and/or building inspectors may require additional tests as follows: 1. Isolate all appliances with appliance shut-off valves. PRESSURE SHALL BE MEASURED WITH A MERCURY MANOMETER OR SLOPE GAUGE CALIBRATED IN INCREMENTS OF NOT GREATER THAN 1/10 POUND. 2. Pressurize the system to 3 psi and isolate the source of pressure from the gas piping. 52 CAUTION: DO NOT PRESSURIZE THE SYSTEM ABOVE THE PRESSURES STATED ABOVE. The connection to the gas supply should be made only by authorized representatives of the utility. NOTE: BEFORE A TEST IS BEGUN, THE TEMPERATURE OF THE AMBIENT AIR AND OF THE PIPING SHOULD BE APPROXIMATELY THE SAME —CONDUCT THE TEST AT SUCH A TIME DURING THE DAY WHEN AIR TEMPERA- TURES WILL REMAIN CONSTANT. Combination LP — Gas and Natural Gas System This gas piping system is designed for use of either liquefied petroleum gas or natural gas. NOTICE: BEFORE TURNING ON GAS BE CERTAIN APPLIANCES ARE DE- SIGNED FOR THE GAS CONNECTED AND ARE EQUIPPED WITH CORRECT ORIFICES. SECURELY CAP THIS INLET WHEN NOT CONNECTED FOR USE. When connecting to lot outlet, use a listed gas supply connector for manufactured homes rated at ❑ 100,000 Btuh or more. ❑ 250,000 Btuh Before turning on gas, make certain all gas connections have been made tight, all appliance valves are turned off, and any unconnected outlets are capped. After turning on gas, test gas piping and connections to appliances for leakage with soapy water or bubble solution, and light all pilots. Fig. 7-1 NOTE: DO NOT BUBBLE CHECK BRASS GAS LINE FITTINGS WITH SOLUTIONS CONTAINING AMMONIA. UTILITY SYSTEM CONNECTION AND TESTING (Continued). ELECTRICAL ALL ELECTRICAL WORK SHOULD BE PERFORMED ONLY BY QUALIFIED PERSONNEL. The electrical supply connection to the manufactured home may be made by any of the following methods depending on the manufactured home construction and electrical service: 4 a. Listed 50 ampere manufactured home power supply cord (50 amp service only) b. Permanent feeder connected to a factory installed mast weatherhead assembly. The routing, connection and support of the service drop is to be in accordance with . local codes. c. Permanent feeder routed to the distribution panel through the factory installed feeder raceway which terminates beneath the manufactured home. Ajunction box or approved fitting must be used to connect the manufac- tured home.feeder raceway to the supply raceway beneath the manufactured home. The proper feeder conductor sizes and the required junction box sizes are given in Table 7. After the connection has been made, the following tests should be conducted using approved test equipment: 1. Continuity test of circuit conductors + t � 2. Polarity test 3. Continuity test of electrical grounding system OUTSIDE DISTRIBUTION PANEL BOARD Accessibility to distribution panel board, and the use of unit switches as disconnect means, is subject to the requirements of the local inspection authority. ELECTRICAL SYSTEM TEST With approved testing equipment, the following tests ,should be performed before connecting to the power source: • Continuity Test of Circuit Conductors A continuity test with all branch circuit breakers and switches controlling individual outlets in the "on". position should be conducted. There should be no evidence of connection between any of the supply conductors (including neutral) and the grounding circuit. - - 'Continuity Test of Electrical Grounding System All noncurrent carrying metal parts of the electrical system including fixtures, appliances and the chassis of the home should be tested for continuity with the grounding circuit. The following test should be conducted after connecting and energizing the electrical system: • Polarity and Grounding Tests of 15 and 20 AMP Receptacle Outlets • - With circuits and lighting circuits energized, use a recep- tacle polarity tester to check polarity and grounding,of each receptacle outlet. MANUFACTURED HOME ELECTRICAL SUPPLY REQUIREMENTS TABLE 7 . MAXIMUM LOAD CONDUCTOR GROUNDING FACTORY INSTALLED MINIMUM & MAIN BREAKER, SIZE' (AWG) CONDUCTOR FEEDER RACEWAY JUNCTION BOX SIZE (AMP) (TWO LINE SIZE (AWG) TRADE SIZE '(IN.) SIZE AND ONE ' NEUTRAL) ` .50 `#6 #10 1" 6"x6"x6" 100 #3 #8_ - .. 1-1/4" 8"x8"x4" 125 #2 #6 1-1/2" 40"x10"x4" 150 2-1/0 & 142 #6 1-1/2" 10"x10"x4". 200 2-3/0 & 1-1/0 #6 2" 12"x12"x4" 225 2-3/0 & 1-1/0 #4 2-1/2" . 15"x12"x4" t. Conductor size and feeder raceway sized for copper, 75 degree Crated conductors, types RH, RHH, RHW without outer covering, 7HW or XHHW. 5 i. WARNING CARELESS INSTALLATION OF TELEPHONE AND CABLE TELEVISION LINES MAY BE HAZARDOUS. The manufac- tured home walls contain electrical circuits and the floor section may contain electrical circuits, plumbing or duct work. Extreme care must be exercised during drilling through and placing of communication cables within these cavities, to avoid contact with these home systems. Such work should be performed only by qualified personnel. FAILURE TO FOL- LOW THESE INSTRUCTIONS MAY RESULT IN SERIOUS PERSONAL INJURY OR DEATH. 53 UTILITY SYSTEM CONNECTION AND TESTING (Continued) Multisection Frame Bonding IB HALF n n A HALF Ground clamp with screw ' Typical Under Chassis Feed Connections a. Flex conduit b. Feeder conductors c. Junction box d. Raceway e. Conduit connector C Approved electrical connectors g. Insulated bushing Ground wire should be the same used on panel box .d \ FLOOR e CONDUCTORS a B - Black "hot R - Red "hot" W - White "neutral" G -Green "grounding" b Typical Meter Base Installation and Grounding BRANCH ` CIRCUIT MAIN DISCONNECT METER BASE GROUNDING EXTERIOR METER / PANEL BOX COMBINATION ELECTRODE OVERHEAD ENTRANCE JUMPERMAIN PANEL ENCLOSURE10— ENTRY BONDED TO GROUND ENCLOSURE ' BAR METER BASE NEUTRAL BUS BAR _ CHASSIS BONDING WIRE — I TO GROUNDIELECTRODE `GROUNDING ELECTRODE 54 CONDUIT OR CABLE SERVICE MAIN PANEL Front or rear crossmembers or any set of outriggers on opposite halves �fb �a e MAIN METER BASE � I---11 PANEL GROUNDING ELECTRODE I MAIN PANEL `/ " METER SE HEAD v!I BASE ' STRAP CONDUIT GROUNDING ELECTRODE ENTRANCE BELOW ROOF LINE UTILITY SYSTEM CONNECTION AND TESTING (Continued) METER BASE AND PANELBOARD WIRING WITH MASTHEAD ALL ELECTRICAL WORK SHOULD BE PERFORMED ONLY BY QUALIFIED PERSONNEL. For homes with a factory installed meter base and masthead, the correctprocedure for wiring is as follows: 1. The outdoor (weatherproof) meter socket and service entrance panel may be mounted at any location on the exterior walls of the homewith,a fixed roof overhang..; 2. Bond the service entrance conduit to the service entrance panel with an insulated bonding &grounding bushing. Use #6 (AWG) copper between ground lug on the bushing & terminal on the panel. Use #4 (AWG) copper between ground lug on the bushing & terminal on the panel with 200 and 225 amp service. Where threaded coupling and threaded bosses on enclosures with joints exist, they shall be made up wrench -tight in lieu of grounding bushing and strap. 3. A label is attached outside the home and near the service entrance conduit termination which reads: "This con- nection for 120/240 volt, 3 Pole, 3 Wire, 60 Hertz Ampere Service." The correct ampere rating is marked in the blank space. 4. A red label is attached adjacent to the service entrance breaker, which states: "WARNING- Do not provide . electrical power until grounding electrode is installed and connected (see installation instructions). 5. The grounding conductor shall be connected to the grounding fitting with suitable lugs, pressure connectors, and clamps: Connections depending on solder shall .not be used. Rod and pipe electrodes shall not be less than 8 feet (2.44m) in length and shall consist of the following materials, and shall be installed in the following manner: (1) Electrodes of pipe or conduit shall not be smaller than, 3/4 inch trade steel and, where of iron or steel, shall have the outer surface galvanized or otherwise metal - coated for corrosion protection. (2) Electrodes of rods of steel or iron shall -be at least 5/8 inch (15.87mm) in diameter. ' Nonferrous rods or their equivalent shall be listed and shall not be less than V 2 inch (12.7mm) in diameter. (3) The electrode shall be installed such that at least 8 feet (2.44m) of length is in contact with the soil. It shall be driven to a depth of not less than 8 feet (2.44m) except that where rock bottom is encoun- tered, the electrode shall be driven at an oblique angle not to exceed 45 degrees from the vertical or shall be buried in a trench that is at least 2-1/2 feet'(762mm) deep. The upper end of the -electrode shall be flush with or below ground level. Other methods of grounding electrode shall be in accor- dance with National Electric Code Article 250, Part H. 6. Equipment grounding connectors shall be bare, covered, or insulated. Covers or insulation shall be continuous and green, or green with one or more yellow stripes. 7. Approved fittings to be site installed on end of service entrance conduit to protect cables from abrasion. 8. Connect feeder conduit to conduit stub at distribution panelboard. 9. ' See Fig. 7-2. below. Clamp -on weather head Service Entrance conduit (Rigid) RED 1-1/4" min. at 100 amp BLACK 1-1/2" min at 125 amp 1-1/2" min. at 150 amp WHITE 2" min. at 200 amp Roof (lashing neutral 2-1/2" min at 225 amp (neutral) 1/4" x 3" lag screws U.L. listed outdoor (Type 3R) E meter socket and service c equipment panel.-Pictoral o 2 hole galvanized only, actual equipment may pipe strap vary with each manufacturer. Service Entrance Breaker Field install 4 wire feeder to distribution panelboard. Use 4 copper 75 degree C rated conductors (types RH, RHH, E `O E RHW, w/o covering THW or XHHW ). At 100 amp service - 343 (AWG) w/#8 (AWG) ground At 125 amp service - 342 (AWG) w#t6 (AWG) ground At 150 amp service - 2-1/0 (AW G);1-#2 (AWG) w/#6 (AWG) ground At 200 amp service - 2-3/0 (AWG), 1-1/0 (AWG) w/#6 Threaded Hub ..� (AWG)ground At 225 amp service - 2-3/0 (AWG), 1-1/0 (AWG) w/#6 (AWG) ground Run feeder in Rigid or EMT / Service grounding electrode conductor, #6 - / (AWG) bare -copper. Coil 6' below floor to Conduit, rigid or EMT. To be field conduit. it. ���/// grounding electrode. (Use 94 AWG with 200 or installed min. at 100 amp 225 amp service.) 1-1/2" min. at 125 amp 1-1/2" min. at 150 amp 2" min: at 200 amp 2-1/2" min at 225 amp FIG. 7-2 55 CHAPTER 8 PROTECTIVE WINDOW COVERINGS If your home is destined to be set in Wind Zones II or III, then it has been designed to install protective window and door coverings, in the event of a windstorm. Two different types of protective coverings are available. Your home may have either, or both of these types. The first type of protective window covering is to attach plywood to a 2 x 4 member that has been installed around window and door openings. The plywood is attached to the 2 x 4 members with #8 wood screws. The type of plywood, screw length, and screw spacing will vary with the window or door size. See Table 8 for these requirements. Note that the window sizes listed in Table 8 are the small dimension of the window or door (See Figure 8-1). Large openings (such as sliding glass doors) are required to be covered with a plywood and lumber frame assembly. See Table 8 to determine when this is required, and Figure 8-2 for frame construction. FIG. 8-1 5183 FIG. 8-2 Window Size. See 2x4 Receiver Window Size. See Table 8. 1 Plywood / `���Q�� Iface grain ` , y CERT ' #09703 _ Plywood — face in I — #8 woodscrews. '. STATE OF :' W See Table 8 for 'o..444 size and spacing. i�F �N01 AN cP (�N Window Size. See Table 8. �0 H A L a� z � 4- 2x2 any grade SPF L----------------- ` 6" o.c. ' r--------------� �� Plywood --facegrain---� --- fr---- Fasten plywood to 2x framing members w/full PVA white glue and 6d nails or #8x2" screws 6" o.c. all around. 2x4 Receiver / 3/8" plywood, APA Rated Exterior Sheathing with 20/0 span rating. Fasten 2)2s to 2x4s with 2-8d / nails at each connection. Plywood seam over 2x4. #8x3-1/2" wood screws, 6" o.c. into 2x4 receiver. #2 SPF 2x4s, laid flat, 16" o.c. PROTECTIVE WINDOW COVERINGS (Continued) TABLE 8 PLYWOOD -TYPE REQUIREMENTS WIND ZONE II WIND ZONE 111 -1 MAXIMUM WINDOW SIZE STANDARD WALL AREA WALL AREA WITHIN 3' OF CORNER, STANDARD WALL AREA - WALL AREA WITHIN 3' OF CORNER WOOD SCREW SPACING 14.5" 1 1 1 1 6" 24.5" . 2 3 3 4 16" O.C. 30.5" 4 5 5 7 16" O.C. 36.5" ..6 7' .6 8 12" O.C. 40"" " 7 8 8 9 12" O.C. 46.5" 8 10 ' - 10 10 10" O.C. 72" 10 10 10 - 10 6" 0. C. 3' 3' 3' 3' FIG. 8-3 9 3' In the event of a windstorm, the corners of this home will sustain higher wind pressure than the rest of the home. Therefore, it is required that windows and doors located within 3 feet of any corner be designed to withstand these higher pressures. Figure 8-3 shows the typical locations of the corners. Table 8 has separate columns indicating the plywood requirements for standard wall area and wall area that is within 3 feet of a corner. After the windstorm is over and the plywood has been removed, all holes made by the screws in the 2 x 4s should be filled with a weather -resistant caulk. 57 All plywood for protective window, coverings is APA rated exterior sheathing. Thickness and span ratings will vary with window or door size. Plywood listed below, with a higher number than is required by Table 8, may be substituted for a lower numbered plywood. 1. 3/8" with 20/0 span rating. Fasten to receiver w/#8x2" wood. screws. 2. 1/2" with 24/0 span rating. Fasten to receiver w/#8x2" wood screws. 3. 3/8" with 24/0 span rating. Fasten to receiver w/#8x2" wood screws. ��` �N ''� 4. 1/2" with 32/16 span rating. Fasten to receiver w/#8x2" wood screws. •.:..M/,r 5. 5/8" with 32/16 span rating. Fasten to receiver w/#&2-11/4" wood screws. CERT 6. 3/4" with 40/20 span rating.' Fasten to receiver w/#8x2-1/4" wood screws. _ #09703 = 7. 5/8" with 40/20 span rating. Fasten to receiver w/#8x2-1/4" wood screws. =-o 8. 7/8" with 48/24 span rating. Fasten to receiver w/#8x2-1/2" wood screws. = % STATE OF 9. 3/4" with 48/24 span rating. Fasten to receiver w/#8x2-1/4" wood screws. !NP,. 010%.. 10. Plywood with wood frame required. '. f0 0NAI t% V* (� '�1111111111�� '11, �( I 3' 3' �, Q , C1 -�-�4- 3' 3' 3' 3' FIG. 8-3 9 3' In the event of a windstorm, the corners of this home will sustain higher wind pressure than the rest of the home. Therefore, it is required that windows and doors located within 3 feet of any corner be designed to withstand these higher pressures. Figure 8-3 shows the typical locations of the corners. Table 8 has separate columns indicating the plywood requirements for standard wall area and wall area that is within 3 feet of a corner. After the windstorm is over and the plywood has been removed, all holes made by the screws in the 2 x 4s should be filled with a weather -resistant caulk. 57 PROTECTIVE WINDOW COVERINGS (Continued) The second type of protective covering is to attach 3/4" plywood directly to the window frame. The plywood is attached to the window frame with #8 screws around the windows frame (top, bottom and sides). The specific instructions for each window manufacturer are shown below and on the next page. DANGER: STORM SHUTTERS CANNOT WITHSTAND SEVERE STORMS. TO AVOID PERSONAL INJURY OR DEATH, CONTACT LOCAL EMERGENCY SERVICES NOW TO IDENTIFY EMERGENCY SHELTER IN THE EVENT OF SEVERE WEATHER. This direct fastening application was designed and tested for use on Philips Products series #22, 23 and 24 lap windows. Do not use on any other products. DUE TO THE LIMITED TIME BETWEEN WHEN A STORM INSTRUCTIONS FOR INSTALLING SHUTTERS ONTO A WARNING IS ISSUED AND WHEN THE STORM COULD HIT PHILIPS PRODUCTS LAP MOUNTED ALUMINUM WINDOW AT YOUR LOCATION, WE RECOMMEND YOU DO THE FOLLOWING BEFORE A STORM WARNING IS ISSUED: 1. For each window size, measure the width and height of the 1. Purchase #8 x 1" sheet metal screws (enough for all the windows). 2. Buy shutters and get them cut to size, and marked. The shutters must be 3/4" thick plywood. 3. Store shutters and screws together in a dry place where they will be accessible. SCREW LOCATION DETAIL SCREW LOCATION DETAIL 3/18" (bottom only) VERTICAL CROSS SECTION OF SHUTTER ATTACHED TO FRAME HEAD AND SILL WINDOW EXTERIOR FLANGE r FRAME HEAD IMPORTANT: DUE TO THE SHORTNESS OF THE EXTERIOR FLANGE ON THE FRAME SILL, THIS DIMENSION MUST BE MAINTAINED. 58 3/18" (bottom only) exterior flange of the window. (These become the shutter dimensions.) Determine how many shutters of this size are needed and get them cut to the proper dimensions. Mark each shutter as to where on the home it goes, as well as marking which end goes up. Mark the screw locations on the shutter (as shown below). With the help of an assistant, lift the shutter up to the window and center it on the window. Position the shutter so that the bottom edge of the plywood is even with the bottom of the exterior flange of the frame sill. Fasten the shutter to the window with #8 x 1" sheet metal screws. Make certain the shutter does not shift out of HORIZONTAL CROSS SECTION OF A TYPICAL ALUMINUM WINDOW INSTALLATION 111TH AN ATTACHED STORM SHUTTER ROUGH OPEN- ING STUD 7/16" HARDBOARD 3/8" (at top and sides) PROTECTIVE WINDOW COVERINGS (Continued) 500 AIRPORT DR. MANSFIELD, TEXAS 76063 (817)473-4421 INSTALLATION OF PROTECTIVE COVERING A REQUIRED BY H.U.D. FOR ZONE II AND III The following pages illustrate the application of an exterior window protection in the event of storms (such as hurricanes) as required by H.U.D. Please Note: Installation of protective coverings (such as those listed below) will negate egress of the window. Homes with protective coverings (such as those listed below) cannot be occupied while the coverings are in place. Parts Required: 1. 3/4" plywood — enough for each window in the home. 2. #8 x 1" wood screws or longer (see below for quantity). The installation steps apply to both the vertical and horizontal sides of window. The size of the window will affect the number of fasteners needed. For windows with a face measurement of 30" wide by 30" high (or any smaller size), install 3 fasteners, spaced eight (8) to twelve (12) inches apart on the head and on the sill. Install four (4) fasteners, spaced eight (8) to twelve (12) inches apart on both the left and right frame sides. For windows larger than 30" x 30" with 46" x 60" being the maximum size, add one fastener to each side for each additional eight (8) to twelve (12) inches in width and height. To determine the plywood size, (use 3/4" thick plywood) measure the width and height of the outside (exposed) return fin (edge to edge). Position plywood over the window. With plywood supported, drive one fastener through the plywood and window return fin near center of the window sill. Repeat this procedure for the other required sill fasteners. With covering attached at sill, con- tinue driving fasteners around perimeter of the plywood using the above spacing formula. After the storm has passed, reverse the above procedure to remove "- -- -- -- Store materials for future use. 3/4 Ply Woo 7/16" TRIM ---N I HARDBOARD 7/16 ratSa � Wood As Required By Design APPRO 1/2" r As Per MFG. Standard INTERIOR OF HOME WINDOW RETURN FIN #8x1" Screw @ 12" o.c. Mm(. 59 PROTECTIVE WINDOW COVERINGS (Continued) 500 AIRPORT DR. MANSFIELD, TEXAS 76063 (817)473- 4421 Installation of Protective Covering as required by H.U.D. for Zone II and III The following pages illustrate the application of an exterior window protection in the event of storms (such as hurricanes) as required by HUD. Please note: Installation of protective coverings (such as those listed below) will negate egress of the window. Homes with protective coverings (such as those listed below) cannot be occupied while the coverings are in place. Parts required: 1. 3/4" plywood — enough for each window in the home. 2. #8 x 1 1/4" OR 1 1/2" wood screws (see below for quantity). The installation steps apply to both the vertical and horizontal sides of windows. The size of the window will affect the number of fasteners needed. For windows with a face measurement of 30" wide x 30" high (or any smaller size), install 3 fasteners, spaced eight (8) to twelve (12) inches apart on the head and on the sill. Install four (4) fasteners, spaced eight (8) to twelve (12) inches apart on both the IPft and right frame sides. For windows larger than 30" x 30" with 46" x 60" being the maximum size, add one fastener to each side for each additional eight (8)_to twelve (12) inches in width and height. To determine the plywood size, (use 3/4" thick plywood) measure the width and height of the return fin (edge to edge). Position plywood over the window. With plywood supported, drive one fastener through the plywood and window nailing fin near center of window sill. Repeat this procedure for the other required sill fasteners. With covering attached at sill, continue driving fasteners around perimeter of the plywood using the above spacing formula. After the storm has passed, reverse the above procedure to remove the covering. Store materials for future use. Be sure to fill all holes left by the removal of the screws with a suitable silicone type sealant. Material should have a long life rating. This will prevent water and air from entering the home. 60 L VINYL W INDOW FRAME 3/4"PLYWOOD #8x1 1/4" SCREW @ 12" O.C. MAX WINDOW RETURN FIN VINYL SIDIN� Exterior Sheathing AS PER MFG STANDARD HOME INTERIOR WOOD AS READ: BY DESIGN Exterior Sheathing $ -17-94 PROTECTIVE WINDOW COVERINGS (Continued) Protective coverings may also be installed over doors and sliding glass doors in a different manner than described previously. First, remove the mounting screws holding the door frame to the exterior wall. Then place the plywood (or wood frame) from Table 8 over the door opening and fasten the plywood and door frame back into the wall studs through the same holes in the door frame. Use #8 x 3" wood screws 12" o.c. for doors. Use #8 x 4" wood screws 6" o.c. for sliding glass doors. See Figure 8-6 for a typical application of this type of protective covering. Door Size Door Frame Wall Studs #8 x 3" Wood Screws 12" o.c. max. #8 x 4" Wood Screws 6" o.c. for a sliding glass door. �NA.My SECTION B -B _ CERT #09703 .-o ct--_ o'. STATE OF Nom: Screws 12" x4" s 6" o.c. for s door FIG. 8-6 Due to the limited time between when a storm warning is issued and when the storm could hit at your location, Skyline recom- mends that the items necessary for the protective coverings be purchased and prepared before a storm warning is issued. Cut plywood to size and mark it relative to window/door location. Store plywood and fasteners together in a dry place where it will be accessible. Once the protective coverings have been installed, the home should not be occupied. 61 CHAPTER 9 FINAL INSPECTION Make a final inspection when home installation is complete to make sure that no items have been overlooked and that all work was done properly. Place special emphasis on the following "checklist" items. Water and Drain System. All water and drain systems work properly and do not leak. Appliance Function and Operation. All fixtures and appli- ances have been tested and work properly. Windows, Doors and Drawers. All windows, doors and drawers work properly. Egress Windows. One window in each bedroom is desig- nated as a secondary exit to be used in case of emergency Each exit window is labeled as such with operating instruc- tions. All shipping hardware should be removed, and the window should operate as explained in the window manufacturer's instructions. Exterior Siding and Trim. There are no gaps, voids, or missing fasteners, and all seams are sealed. Stack Heads and Vent Pipe Flashings on Roof. All stack head or vent pipe flashings are properly attached and sealed The free area of these vents must be equal to at least one - square foot for every 150 square feet of floor area of the home. The vent size must be increased to allow for insect screens, slats, louvers, etc., used over the open vent area. Low -Hanging Trees and Bushes. If there are any low - hanging trees or bushes near the home, trim or cut them. Think about the plants' possible movement during windy conditions or when covered by snow or ice. Exhaust Fan Operation and Air Flow. Check all exhaust fans for proper operation and air flow. Bottomboard. Carefully inspect the bottom covering of the home for loosening or tears from installation of pipes or wires. Seal openings around the floor perimeter, pipes or pipe hangers and splits or tears with w2ather-resistant tape. Anchors and Straps. Be sure the correct number of anchors have been installed at the proper angle, and that all straps have been tightened. Composition Roof. All shingles are properly attached, none Interior Details. Inspect for, and correct, all interior finishing are loose or missing, and all holes are filled. details, such as loose molding, carpet seams, etc. The retailers' representative should inspect the home with the Skirting Ventilation. The skirting around the home has non- homeowner, give the homeowner a copy of the Homeowner's closing vents, located at or near each corner as high as Manual, and brief the homeowner about maintaining the possible to cross -ventilate the entire space under the home. home. INSTALLATION INSPECTION CHECKLIST TO ENSURE PROPER HOME INSTALLATION AND HOMEOWNER SATISFACTION, THE FOLLOWING ITEMS SHOULD BE CHECKED DURING OR PROMPTLY AFTER THE INSTALLATION AND BEFORE THE HOMEOWNER TAKES POSSESSION: QAlignment/Close-Off DW ❑ Level ❑ Fuel ❑ Water ❑ Electric Q Doors ❑ Windows Q Ceiling Q Trim Q Electrical Systems/Fixtures Q Cabinets Q Furniture Q Keys 62 ❑ All Warranties INSTALLATION/PLACEMENT: ❑ Foundation ❑ Tie -Downs UTILITY CONNECTIONS ❑ Sewage Q Cross -Over Duct EXTERIOR ❑ Roof Q Siding/Trim INTERIOR Q Paneling ❑ Floor Covering/ ❑ Drapes Q Doors ❑ Plumbing Q Appliances Q All Manuals BRINGING AMERICA SOME. BRINGING AMERia FuN. Corporate Office — P.O. Box 743 — Elkhart, Indiana 46515 09/03