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HomeMy WebLinkAbout062-200-093:,. ,'062-200-093 o4-3424 gWITkl AUSSIE WY, BERRY CREEK NEW MH PERM FND . f fes; _ t1 �i } J a. I r Y AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 BUTTE COJfty,4 .� • a 20F IDEVELOP'k�f �qiT L. _ SERVICES 2004—+�07Es43 Recorded Official Records County Of BUTTE CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 12:12PM 15 -Dec -2N4 REC FEE 10. GH CONFORM 1.00 Jason Page I 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 zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: ,SCC /9 L`r --- - - Date I tog State of California County oft{� On i 1-REb /-. r✓..l 1T6E/� l5 . a60�i before me, personally'appeared FV -'F0 'll3,-F`Q L personally known to me (or proved to me on the basis of satislOctory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS and and official seal. ' Signature I Seal: MARY A. THOMPSON a Commission #1351470n U Notary Public -CaliforniaU Butte County CD A.P. #� 2 - 2 LSO _ O 9 My Comm. Exp. APR. 15, 20060i PARCELI: PARCEL D, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JULY 9, 1974, IN BOOK 50 OF MAPS, AT PAGE(S) 23. PARCEL 11: A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES OVER PARCELS A, B, AND C, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JULY 9, 1974, IN BOOK ,50 OF MAPS, AT PAGE(S) 23. R RECORDING 14QUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 2005-0023053 Recorded Official Records CountyBUTTE f CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 02:40PM 22 -Apr -2005 REC FEE 10.00 CONFORM 1.00 Kathy 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 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. JV FRED WITBERG REAL PROPERTY OWNER/LESSOR _ 8843 BARNETT VALLEY RD. MAILING ADDRESS SACRAMENTO' SACRAMENTO CA 95472 CITY COUNTY STATE ZIP 86 AUSSIE WAY INSTALLATION MAILING ADDRESS, IF DIFFERENT BERRY CREEK BUTTE CA 95916 CITY COUNTY STATE ZIP SAME UNIT OWNER (if also property owner, write "SAME") SAME MAILING ADDRESS SAME CITY COUNTY STATE ZIP UNIT DESCRIPTION BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE MAILING ADDRESS OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP 04-3424 530 538-7541 BUIL IN PERMIT NO TELEPHONE NUMBER J �w �SIGNAINJRF OF LOCAL AGE Y OVVICIAL DATE NONE DEALER NAME (if not a dealer sale, write "NONE") NONE DEALER LICENSE NO. FUQUA HMS 2005 1402D MANUFACTURER'S NAME DATE OF MANUFACTURE MODELNAMFINUMBER S/N19577 44'X 25'8" ORE464198/9 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNIA/LABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION ASSESSOR'S PARCEL NUMBER 062-200-093 SEE ATTACHED 3 . HCD FORM 433(A) REV. 8/91 WHITE -County Recorder CANARY - HCD PINK -Applicant GOLDENROD -Building Dept. PARCEL I: PARCEL D, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA,. ON JULY 9, 1974, IN BOOK 50 OF MAPS, AT PAGE(S) 23. PARCEL II: A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES OVER PARCELS A, B, AND C, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JULY 9, 1974, IN BOOK 50 OF MAPS, AT PAGE(S) 23. s ?. a.ILI 1 EC.ORDING fiQUESTED BY: ,* AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 2005-0022665 Recorded Official Records CoBUTT Of TE CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 02:54PM 21 -Apr -2005 REC FEE 10.00 CONFORM 1.00 Kathy 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 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. ART FINLEY & BILLIE FINLEY FAMILY TRUST REAL PROPERTY OWNER/LESSOR 14733 MEMORY LANE MAILING ADDRESS MAGALIA BUTTE CA 95954 CITY COUNTY STATE ZII SAME INSTALLATION MAILING ADDRESS, IF DIFFERENT CITY COUNTY STATE ZIP SAME UNIT OWNER (if also property owner, write "SAME") BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE MAILING ADDRESS OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP 05-0722 530 538-7541 BUIL NG. PERMIT NO. , TELEPHONE ® �Zd_ (SIGNATURE OF LOCAL AGENf OFFICIAL DATE A NONE DEALER NAME (if not a dealer sale, write "NONE") MAILING ADDRESS DEALER LICENSE NO. CITY COUNTY STATE ZIP UNIT DESCRIPTION t GOLDEN WEST HOMES 1987 HG561UI MANUFACTURER'S NAME f DATE OF MANUFACTURE MODEL NAME/NUMBER GW6CALHG6866A/B 56'X 24' CAL344228/9 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNIA/LABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION ASSESSOR'S PARCEL NUMBER 065-380-048 SEE ATTACHED HCD FORM 433(A) REV. 8/91 WHITE- County Recorder CANARY - HCD PINK - Applicant GOLDENROD -Building Dept. MAR -17-2005 09:29 COLDWELL BANKER PONDEROSA P.05 TMe No. as -=7897480 �> Lactate No. CAFNT09SMSS-0003-0000307897 . , LEGAL DBSCRiPROrI. 10 M UT "A' THE LAND REFERIU37 TO HEREIN BELOW IS SITUATED IN THE UNINCORPORATED AREA, COUNTY OF BUTT STATE OF CALIFORNIA AND LS DESCRIBED AS FOLLOWS: Lot 238 as shown on that cartain Map entified, "SIERRA DEL ORO ESTATES UNIT NO. V, which Map was fled In the dffioe of the Recorder ri the County of Butte, State of California, September 29, 1969 in Book 35 of Maps, at Page(s) 48, 49 and 50. EXCEPTING THEREFROM all of the valuable minaralc beneath the surface of said land with the right to mine and extract saki minerals, it being agreed and understood that in all mining operations the surface of said land wiA be protected against dame and:fiat all mining shall be Carried on from tunnels, shafts or drifts having their orifloes outside of the surface area of t* above desated reaty, all as and reserved in that certain Deed from the Ilia Mining•Cwtpany, a corporation, to E. D. Storts, et ux, Mwrded September 4,, 1947 in Book 423 of Butte County Ofhdal Records, at page 385. APN: 065-330.048 i r I 2 CLIA Pmfttnary Rivvrt hm, (il/0164) P TOTAL P.05 \ i I .d I. RECORDING REQUESTED BY: AND WHEN RECORDED.MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 COPY of Document Recorded 22 -Apr -2005 2005-0023053 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. FRED WITBERG REAL PROPERTY OWNER/LESSOR 8843 BARNETT VALLEY RD. MAILING ADDRESS SACRAMENTO SACRAMENTO CA 95472 CITY COUNTY STATE ZIP 86 AUSSIE WAY INSTALLATION MAILING ADDRESS, IF DIFFERENT BERRY CREEK BUTTE CA 95916 CITY COUNTY STATE ZIP SAME UNIT OWNER (if also pmpeny owner, write'SAME") SAME MAILING ADDRESS SAME CITY COUNTY STATE ZIP UNIT DESCRIPTION BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE MAILING ADDRESS OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP ' 04-3424 530 538-7541 4SI8NXrM PERMIT NO TELEPHONE NUMBER 411 J� OF LOCALAGE Y O ICIAL ' /DATE NONE DEALER NAME (if not a dealer sale, writc."NONE') NONE DEALER LICENSE NO FUQUA HMS 2005 1402D MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAMENUMBER S/N19577 .44'X 25'8" ORE464198/9 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNIAILABEL NUMBER(S) I3�7;Zi37xi ia��LLLCaI�7�7iliiC�3J SEE ATTACHED ASSESSOR'S PARCEL NUMBER 062-200-093 HCD FORM 433(A) REV. 8/9) WHITE - County Recorder CANARY - HCD MK -Applicant GOLDENROD -Building Dept. H.C.D. ATTACH CHECK z �, 2 7189 "CO<UNTRY COMES REAL ESTATE so-azo2 �2� 1 5303534-6467 v 3 s 432801"LEHWY:- L. ©ROVIjE, CA 95966_ d77 ay t" oie r6 r 1order I .R 'd c Butte Community Bank.' 2227 MY.ERS -. OROVILLE?=CA 95965 !3 r R o- .15305 53201300- j' r- h1` �.�c e / t 3For�s� A� USS C CC%ui W��.Gr li �cI/ �. ' 2 L'L4'20 2' '�O'2000 L496~711' 2 789 ��.i- - SI:T1gM/S IDMUDE. MEDIA ARTS DRDDR. MID, MORGAN WLL CA SPRIRD DATE -` NAME: 7 /3 6:: -le 6- AP#: v i z 0-0 -- 0 93 DATE: � - 215- —05 t AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 CAGY of Document Recorded 15 -Dec -2004 2004-0076439 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: A"5 Skei-JAI oN "7-1-leerGE�z,—/lin! FARCE -L MAID /Zero/ ►ED i/1 0FFic c of "ri-i rY of .25urrE � S"TATS or C -A L I rD2 N /t I vn= J'40f f 9/ q7 y/ / tJ Oov /C 5-0 or W ,*Ps > 4-r FAc� .23� gpAl 062 -Zoo oe?3--6,*a Date State of California ) County of &I'} On DP('_�ember before me, personally'appeared FRiU �`EC�' personany known to me (or proved to me on the basis of sati ctory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged. to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS and and official eat 1._ Signature "`i �'t Seal: MARY A. THOMPSON � Commission #1351470 U Notary Public -Californiaco Butte County - 1 A.P. #0l ,2 - 2 CUo — o 9 My Comm. Exp. APR. 15, 2006 PARCEL- I: PARCEL D, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA,. ON JULY 9, 1974, IN BOOK 50 OF MAPS, AT PAGE(S) 23. PARCEL II: A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES OVER PARCELS A, B, AND C, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JULY 9, 1974, IN BOOK 50 OF MAPS, AT PAGE(S) 23. 5 .r.- r .. �.• ..:r, e�..5. .rt ,y � •. t ;t at •'•.ref � 4 rY: FOUNDATION= SYSTEM 1 CERTIFIC:AtTE OF OCCUPANCY 4 a.` t ,1 �{� ' d N3 t i . t r 3`•1 Y a '. e 1, s.:; . • . a .r . •, t r.' �2 ti BUILDING PERMIT NUMBER: 04-3424 Address or location of unit: 86 AUSSIE WY., BERRY CREEK CA 95916 Legal Description of Real Property: AP#: 062-200-093 SEE ATTACHED (x) Mobilehome/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: FRED WITBERG Owner's address: 8843 BARNETT VALLEY RD., SACRAMENTO CA 95472 INSIGNIA OR HUD NUMBER: ORE464198/9 SERIAL NUMBER OR V.I.N.: S/N19577 MANUFACTURER'S NAME: FUQUA HMS YEAR: 200 OFFICIAL APPROVING INSTALLATION: DATE: I,/g7/-OF PHONE: (530) 538-7541 H.C.D. 513C NOTES RESIDENTIAL PERMIT NO. — 062-200-093, 04-3424 W BERG, FRED AUSSIE WY, BERRY,CREEK CONT: MFG HOUSING SPEC NEW MH PERM FND P..�A J �'O'F Pe COPY Address v �n THE T BE RECOi Met By Date3— "6S_ HAS BEEN ELECTRIC UB J Meter By Date3_� ON: t is (UNLY (YN-NEW i MH' S). _j INSPECTOR TO VERIFY SERIAL & LABEL #'S. PC, SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. f SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER 11 F P 3� l &4fCl_0_ (o -0 0 C Hto4j a8 gcoq JOB FINALED (Date)CZ Signature�;� Y F}.r J=OK 0 = Not OK . = No Readyattle MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s MISCELLANEOUS 1. Zoning Requirements -Setbacks -Easements Date3-'7-n 2. Soils; Special MH Support Sketch Card 6-1 Date 3. Sewer; Location -Test -Fall -C/O -Concrete Date L+ 4. Water; Location -Test -Easement Needed (Sketch) Card B-1 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete PERMANENT END SYSTEM (ONLY) 6. Gas; Location -Test -Wrap;-/ P' L'ft. / P Nat. or / /" L "ft./ P LPG ( r 7. Well Clearance & Disconnect Zoning Requirements -Setbacks -Easements 8. Utility Clearance 5. 2. Footings; Size -Spacing -Marriage Line 6. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date INAOBILE INSTALLATION (Plans) OK except #'s Gas; MH Test -Demand -Valve o 4<ReQuirernegfs-Setbaeks-Easements A[UfWs;MHTeWLlDemand-Valve:ponnector y; Test-Cro ers-Breakers-CI nces rain- Test -Fall -Flex Connector ter; MH est -Regulator -Connector W and Sewer Connected -C/O to Grade -HD Approval (p- as and Elec 'city Tagged i , nsp.-Sketch AV<ert. of Occuoancv i MISCELLANEOUS Date Date3-'7-n Card 6-1 Date Card B-1 Date L+ Card B-1 U 45 Lj Date Card B-1 Date PERMANENT END SYSTEM (ONLY) Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails ( r 1. Zoning Requirements -Setbacks -Easements r 5. 2. Footings; Size -Spacing -Marriage Line 6. Carports; Windows -Doors 3. Blocking Electric t 4. Gas; MH Test -Demand -Valve 9. 5. Electricity; MH Test 10. Roof; Shthg-Roofing 6. Water; MH Test Ext.; Steps -Doors -Landings 7. Water and Sewer Connected 8. Gas and Electricity Tagged Card B-1 Date Card 8-1 9. Exits Card B-1 Date Card B-1 Date 10. License Decals 1. Setbacks -Easements 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 i 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 ( r 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing r 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 1 6. Carports; Windows -Doors ! 7. Electric t 8. Frm9. 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 8-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panel boards- Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not 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- Bloc kouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions Card B-1 Date Card B-1 Date 53. Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 55. 17. Water Htr.; Vent -Access -Combustion Air Baffle Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 18. Water Pipe; Test & Anchor -Nail Protection Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 19. D.W.V.; Test Fittings & Anchor -Nail Protection 60. 20. Shower Pan; Test, First Floor -Tub Access Brace Interior/Exterior Wall Panels 21. Test Tub & Shower, Second Floor -Tub Access 63. 22. Gas Pipe; Sixe & Anchors Card B-1 Date Card B-1 23. Fire Sprinkler; Test 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance Date 74. Card B-1 Date Card B-1 Date 75. Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s A.C. Duct in Garage -Damper 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 80. 27. Romex Installed Close to Edge of Studs & C.J. 81. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water _ 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or At 83. 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral 0 Yes 0 No 84. 32. Service -Riser Conductors & Ground Main Disconnect 85. 33. Equip. Clearances Panels-Motors-Mech. Equip. 86. 34. Clothes Closet Light -Shower Light -Spa Light 87. 35. Smoke Detector 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground Date Ventilation Throughout House Card B-1 Date Card B-1 Date Glass Protection Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 96. 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Comments at Final: 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 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 -Wal Is -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 O Yes _ 83. Following Instld./Drive 0 Yes O 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: 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.netkdds PERMIT NO. BPO43424 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: 12/15/2004 APN: 062-200-093-000 the Business and Professions Code, and my license is in full force and effect. License Class: License Number: Site Address: 86 AUSSIE WAY BCK Date: Contractor. Map Index: Description: NEW MH PERM FNDN NEW SITE OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: WITBERG FRED F. permit to construct, alter, improve, demolish, or repair any structure, prior , to its issuance, also requires the applicant for such permit to file a 8843 BARNETT VALLEY ROAD signed statement that he or she is licensed pursuant to the provisions of SACRAMENTO, CA the Contractor's Slate License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or 95472 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: WITBERG, FRED F. Code: The Contractors' State License Law does not apply to an 8843 BARNETT VALLEY ROAD owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, SACRAMENTO, CA provided that such improvements are not intended or offered for 95472 sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). .( tpf 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 Contractor: VIERRA, DOUGLAS L not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed DBA MANUFACTURED HOUSING pursuant to the Contractors' State License Law.). SPECIALISTS O I am Exempt under Art le f the Bus and Pr fessio Code 354 LONE TREE ROAD _ / OROVILLE, CA 95965-9669 Date: /Owner (530) 534-7288. WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: License #: 263482 131 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. Architect: ❑ I have and will maintain workers' compensation insurance, as Engineer: 9 required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Total Square Ft: 1129 S.F. Policy #: Valuation: $73,385.00 1 certify that in the performance of the work for which this permit is Census Code: issued. I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: C 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. 41a�o£�� 54q.90 1a 3 4 - CONSTRUCTION CONSTRUCTION LENDING AGENCY This permit is h reby issued under the applicable provisions of the Butte County Code ?nrVor affirm I hereby arm that there is a construction lending agency for the Resolutions to o work indicated above for whish fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.)�¢ Name: By:_ Date: PERM EXP ES ON: f � - r S . 6 S Address: Date ❑ I hereby certify that the use of this facility shall comply with Sections 25505, 3, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health R Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized ag f the own I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the s4 ance of any officia documen of Butte C unty. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection u o es. Print Name: ® {f Z J/ % n" err Signatur — Date: J Owner ❑ Contractor ❑ Agent for Owner 0 Agent for Contractor BUTTE COUNTY DEPARTMENT'OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION - "PLEASE PRINT CLEARLY" y OWNER Last Name , ''' 2 r I irst Name r_9 t✓,�/ Address D g SGL /u=tl RIO City State State n C� Zip 59 / Phone 0-7s Y 1- 0SZ Fax E-mail State License Number 5 y APPLICANTNAME ARCHITECT/EN Name City Address Zip � / City Fax State Zip Phone Address Fax E-mail State License Number APPLICANTNAME Name %L ez (/ 7-6, n/ 8 G/e C, Address z. ELL .'Uew City State Zip � / Phone,O OSS Fax E-mail For office use nl : Zoning I JA j Flood Zone SRA I No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: PERMIT NO. o . 3yzq� BIN # ' LOCATION AP# b�2-2o0- ©93 -oo a P p idy Ad ess 2F Aus5� city n Cross Street . 2CC .A . 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 -Nam Address Description or Scope of Work: 5rAl L Azo LC E ew M H tin P4::222 " Sq. Footage /'/2 9 ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): OVER FOR SUBMITTAL REQUIREMENTS Ll K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 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: Amount: C� U Bldg 4�� J U -- / 2 SRA Receipt #- (�vJ Sheriff -7. SMIP Other Date: j 2 6 l a� Tntal Kry /-L/-U9 SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a per lt. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK 1. Site planspbr 4 sets, signed by the preparer of the plans. No graph paperl EI 2. Complete pans, 3 or 4 sets, signed by the preparer of the plans (No graph paperl) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxesl ❑ 4. Energy compliance design and supporting documentation in duplicate. (Note: Not required for additions to mobile or modular homes.) ❑/ 5. Statement of Intent for N d A/C for Non-ResidentialBuildings. C� 6. Manufactured homes: Data sheet nd installation inst, ( Marriage line info, (Q(Floor Plan, (D) Tie down nd plans I in duplica . ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Detached Accessory Building Form filled out by the owner (if required). ❑ / 12. Hazardous Material Form (for Commercial Buildings only). sL44- � 11 gnnitntinn anri city nlan nnnrnval from tha PnxAmnmantnl wanith nannrtmant .2 Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner (for 433A's). If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530)538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 2 of 2 REV 7-27-04 School District A.P. Number Property Owner BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) Gy --&"r; Y .t l �3C__ Building Department No. olf..S�aq (x� �� • Jurisdiction: = City lCounty Property Location/A Subdivision ..:............ . ] Residential Development 0 Q Q Sq. Footage No of Living Jle4ftme Addition/ Supplemental to (Group R) Units Installation Conversion Permit # *(No foundation inspection) .................................................................... ......._..........._.., Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) - Commercial/Industrial Q Q New Addition Building Department .` c Q District Identification No. ®'5 0 1 V 5 U pccwi) . V11^i on Al 61 School District certifies that S s 1n1 (Street Address) P)Q-rlrv) CfLey" (City) A has complied with the requirements of Resolution No. } representing ' I 1 ' square feet. I District Paid by Check # c�0-7 p. Remarks: I (State) Sq. Footage (Including Exterior Roofed Areas) Date (Applicant) R) (Phone Number) -7� p (Zip Code) Jo � � � by payment of $IAB as �� • -1 2926 Y $ ]FULL MMGAnON $ la -is- 0� Date Modes: You may protest the Imposition of the tees Identified above by submitting a written protest to the District. In compliance with . Govemmen Cods Section 66020(a), within 90 days from the date fees are paid. Failure to submit a tlmely written protest wlil'prohibit you from challenging the Imposition of the hes in any court action. If, subaequnR to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is rrotUNd by the applicable Local Plannbg Agency that this project Isbeing reviewed under the California Environmental Quality Act (CEQAh this project may be subileet to additional school hes to fully m1dosto.Its impact on the school distrld'a schools. White (applicant), Yellow (building department), mink (school district) feeform.xk (10/03)drnm COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone, (530)53 8-7541 Fax (5,30)538-2140 PERMIT APPLICATION DATA SHEET ",V - OWNER: ASSESSOR PARCEL NUMBER C• S 0 ( Proposed Building Use: Counter Technician: Date: ' Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order o apply. 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. 'O 2. Complete plans, 3 or 4 sets, signed by the pre.parer 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 home sA) Data sheets and installation inst) Marriage line in , , C) Floof Pland6 Tie down r n pan , all in J; duplicat �, - ❑ 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 ❑ 1.1. 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 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable. 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 ❑ 09. Soils Report and/or Engineered Foundation required ........................................... ........ ❑ 20. Erosion Control Plan Required............................................................:........... ........ 21. Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 22. City of Chico Plumbing permit..........................-�.J�........................ ............. 3. California Department of Fores ry plan approval 1�paid. Sent by: �� 7 2729 1= 4. Planning approval (A) Use. B)Parking: -. (C) Parcel Chec . oma{ 25. Contact Land Development about _ Improvements, _ Drainage ......................... (Eff 26. NPDES Form .................................................... 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification).... ................ ❑ 30. Worker's Compensation Carrier and Policy Number .......................................... 31. Owner -Builder Verification (_ Given to owner, -,�Nlailed to owner)..... ................. 32. Letter of Signature authorization.....' :....... ...................................... :.................... 33. Recorded copy of Agricultural Acknowledgment Statement........... I ..................... 34. Manufactured home utility;clearance................I................................................ ❑ 35. Existing violations and/or expired permits .... ....................... ............................... ❑ 36. Deed Restriction...............................i.........,,Y.,..o......:..............::............... ❑ 37. Grant Deed, ❑ M.H. TitlelStatement ofFacts, ❑Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 38. Other. lV 39. Other: &Ae- When issued Telephone -Z0 ZlTT\ and hold for pickup. hhave been infor e'�of the above items and requirements for obtaining a building permit. �2o 14 'Applicant: Date: ,Z��=1}� 1. Index permit application for tb' bove items numbered: Plan Check Letter 2. Additional items required ' Contractor, designer, owner, was advised of the ab v data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the abov dat by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: CDate: I t- �' P /9lans approved by: Date / Structural reviewed by: Date: Structural approved by. Date: Note transfer by: Date: ' Yellow: Building Division tj TO: FROM: SUBJECT: Building Department Environmental Health Sanitation Clearance E.14. USE ONLY Rat Plan Attnchod Floor Plan Attachad Sent to 8..0.. ! /� a.2 /44 Owner Locatio AP# Plan Approved for: Sewage Disposal ✓ Water Supply: Public Private Well -✓ Clearance for ✓ dwelling. Other Hold final for: ` Final clearance O.K. for: NOTE: n 4:5-"g/,S- Environmental Health 8/96 Date OWNER COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 PROPROSED BUILDING USE SCHEDULE OF RECEIPT OF FEES 1. BUILDING PERMIT FEES --- Balance Due........ !............ $ --- Additional Fees Due........... $ --- Revised Plan Checking Fee.... $ ' t 2. SCHOOL DISTRICT FEES (paid at School District Office) (form available 3. SHERIFF FEES (paid at Building Division) Residential............ X $3 Units Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. 4. URBAN AREA FEES Residential (per unit)..4... X # Units Amt. A.P. # DATE ` RECEIPT # DATE REC. J C IJ1�<Ykg� (paid'at Building Division) Commercial (Sq. Ftg.).... X = $ Sq. Fig. 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) D_C� 7. SRA FIRE INSPECTION AND PLAN CHECK FEE --66QAIL(paid at Building Division) 96 `i' 8. WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ Zone # Units Amt. Commercial (sq. ftg.) ......... X = $ Sq. Fig. Amt. 10. OTHER '. 1.2.15.oq- 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 durin plan checking pro ss. APPLICANT DATE lc Pursuant to Government Code Section 66020, you are hereby noti d at 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 i osition 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) VVI PL 07 VV\ 0 L yi n : ... .......... • .�QARTt'�ENT O 0 ;� c ° a ��lfCWO5 ��� Department .0 o u n t e J. Michael Crump, Director Public f B u t Works LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville, CA 95965 (530) 538.7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase Il Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement (LESS THAN I ACRE1 Project Description: //IJJa,_e_1 -T/D71J D R0B1L_11; ,gym 6__ Project Location and/or Parcel Number: By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of .disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: Date: Less than 1 Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/24/04 DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT DIVISION OF CODES AND STANDARDS NORTHERN AREA OFFICE 8911 Folsom Blvd. SACRAMENTO, CA 95826 (916) 255-25Q 1 FAX (916) 255-2535 From TDD Phones: 1-800-735-2929 From Voice Phones: 1-800-735-2922 November 16, 2004 RADCO, INC 220 East 59th Street Long Beach, CA 90805 Attn: Fredric T. Katakiira RE: Foundation Standard Plan Approval (SPA) SPA 90-4F �O,�)SING 9�0 nOm �nz all3 4� O DEv�� Dear Sir's: The purpose of this notification is to issue you an expiration extension for the above noted foundation SPA. Effective immediately for SPA 90 -4F the expiration date has been extended: Applicant: Manufactured Housing specialties 354 Lone Tree Road Oroville, CA 95965 Design Engineer: SPA Number: . New Expiration Date: Fredric Katakura DBA: Radco, Inc 3220 East 5`I' Street Long Beach, CA 90805 SPA 90-4F February 1, 2005 If you have any questions regarding this notification you may contact me at (916) 255-2501. Sincerely, AnFgerald Northern California Field Operations Administrator II C=C: Manufactured Housing Specialties File SPA 904F 0 E C 0 6 2001 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OF APPLICATION "PLEASE PRINT CLEARLY" PERMIT NO. B � �y0y BIN N OWNER Last Name / 2 Y - first Name � �� r /Z Address O G LL /NF1 Rb City , J State lip State n Zip Sq 14, C. Phone Fax Fax E-mail (1\01 6,5 PERMIT NO. B � �y0y BIN N APPLICANT NAME ARCHITECT/EN Name Gty Cve— Address Zip `7 9/ - City Fax State lip Phone Page Fax E-mail I State License Number APPLICANT NAME Name Fle Cz ' t\jl ex 6 Address CEJ � 'icLL NC.-�a .11 Gty Cve— State Zip `7 9/ - Phone �. yFl O Fax E-mail For office use nl : Zoning Flood Zone SRA No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner i I Date Approved: I Description or Scope of Work: Sq. Footage g • 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: 46�— Receipt #: OVER FOR SUBMITTAL REQUIREMENI5 U K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 Date: J c—�[ JI 6 Amount: ' ( U Bldg SRA Sheri f I ' ✓ SMIP RCv I -LI -VY FUQUA HOMES INC. ARLINGTON, TEXAS APPROVAL: BEND 0OREGON DIVISION CSR- 1402D--30 -j COLUMN SUPPORT REQUIREMENTS MODEL: �1402D ROOF LIVE LOAD: (30 ROOF DEAD LOAD: 110 LENGTH: 44'_0„ WIDTH: 25'-8" 0 o I Foor/n/4 f o � N � � m _» -C B�' I A -;7# 4 i3 #2�E • ` cn o+ N IG ori r1A IIOJS ,- F .o AIYhF �F/Z � YOJf.IpiAT o[` 90 - y� 7T, COL. # DOWNWARD LOAD (LBS) COL. DOWNWARD LOAD (LOS) COL DOWNWARD LOAD (LBS) 12759 2 iio_053 3 4898 a 1804 FOOTING iTY INTO THE DOWNWARDRPAD LO D. SIZE MUST EX. SOIL BEDETERMINED CAPACITYY DMOING 5M PSFE SOIL DOWNWARD LOAD ACLOAD �3200 LBS. 3200 LBS = 2.13 FOOTING SIZE _ ' 1500 PSF INSTALL MIN. 4000 RATEO PIERS AT 32" O.C. BELOW MARRIAGE UNE WALLS 0 = TRANSFER LOADING SEE SETUP MANUAL FOR FOOTING REQUIREMENTS, SET PIERS 16" ON ENDS, r L NpTEe T _ TYPICAL FMjNDATION LAYOUT SHEET FOR SPECIFIC INFORNATMN ABOUT RECONID=NDEB F13UNUTMN SEE CULU11N SUPPORT WEVUlKILMNT %ECT FOR SUPPORT REQUWAXNTS AT ` 111E NARRIAAE UNE. ,31 gEFO TII- SETUP MANL%M. FOR IpADING 1L PAD SIZE INFORNATipN= s� F"DATMK ONLY T14EH;d= VILIS FOR �GRDV !Y AS MUCH AS i'3. DUE TO MARRIAGE; LINE EXPANSION. THIS DOESN'T INCLUDE DASHED LINES ARE THE CENTER LINE OF THE 'I -BEAM' cU O�EBEMQUA HOMES INC��OUNDATI©N LAYOUT 1402D C� c �dH yl I Vl J �IQ � l7 N 0i W � ti 4 l 41 I -------- ---------~- TYPICAL 'I'-BEAt4 CENTER LINE (U _--_- CENTER LINE -TYPICAL ell -BEAM Z__ �� ---------- --_---- Z3 Z --_`---------------------------------- - M_ARRIAGE_L14E N ..�.�.- - --- ... `____ IIF -------- ._ _- ---�--__ __ ------------------------ --- - - TYPICAL 'I' -BEAM_ �1 CENTER Liter 'B' -HALF � I � ----N----- CENTER LINE -TYPICAL--BEAM-1--------- NpTEe T _ TYPICAL FMjNDATION LAYOUT SHEET FOR SPECIFIC INFORNATMN ABOUT RECONID=NDEB F13UNUTMN SEE CULU11N SUPPORT WEVUlKILMNT %ECT FOR SUPPORT REQUWAXNTS AT ` 111E NARRIAAE UNE. ,31 gEFO TII- SETUP MANL%M. FOR IpADING 1L PAD SIZE INFORNATipN= s� F"DATMK ONLY T14EH;d= VILIS FOR �GRDV !Y AS MUCH AS i'3. DUE TO MARRIAGE; LINE EXPANSION. THIS DOESN'T INCLUDE DASHED LINES ARE THE CENTER LINE OF THE 'I -BEAM' cU O�EBEMQUA HOMES INC��OUNDATI©N LAYOUT 1402D r -t ---- ----------------- uiinmii ii pmlw 1 0 ■1 �rrmnim - BEDROOM 3 10=0•X 12'-1• ii ■■w f�I01 iii■i . / =- - - - ■■■■■■ ■■ir ■ yrl ■■■■■■ ■■■■■■■_ ■Ig IcI 0������% W�i11nll 11llJW I! ►J r— LIVING ROOM 1 i3EDROOM I 19'-9•X 12'-40 - — 12'-B•X 12'-4• 5 a ----------- ------ --------------------------------.- ARBOR WALK PLAN 1402D 1129 SQ. FT. Environmental Heald Fu �oMEs NOV 3 0 2,004 7 County Canter ®rave, orovi11e9 Ca 70 7 �Sc A-(xs3 C. 1-800-568-9888 1-530-534-7288 1-530-534-7289 Tg IT L!-530=370-6245 WHOM AN ' �J[PgtYR' 354 LONE TREE ROAD OROVILLE,• CA 95965-9665 1:'Iu��ttlCac�.�t�retl uur���t�u�iif �x�cc�n� i�t,S r' Douglas L Verra DRA Maruft=ed Rousing SAedafiM Ua. 2:63482• Since 1955 • aS� iKNUF;.CTU3E0'r.OME Q FEBRUARY 7 2005 MARSHA GALE DAVIS GUILFORD F. DAVIS - DBA COUNP11Y HOMES INSTALLATIONS 4328 OLIVE HWY. OROVILLE CA. 95966 YOUR LETTER. DATED FEBRUARY 2 2005 ADDRESSED TO ME, DOUGLAS L. VIERRA STATES IN WRITTING QUOTE "SEVERING ALL BUSINESS RELATIONSHIPS"'YING PARTNER ��LYS TOME AND LOTTI VIERRA , A.PARTNER, I AS A.QU-� R A FOR A CONTRACTOR LICENSE, THAT I HAVE SIG® UNDER THE PENALTY OF PEIJUREY, THAT I.WILL SUPERVISE ALL CONSTRUCTION AND MARE TECHICAL AND . ADMINISTATIVE DECISIONS, CHECKING JOBS AND DIRECT SUPERVISION ON JOB SITES. IN LIEU OF THE FACT YOU MARSHA G. DAVIS AND GUILFORD F. DAVIS HAVE REFUSED ME VERBALLY AND IN WRITTING TO . DO:MY JOB SCOPE, I HAVE VISITED THE JOB SITE AT AUSSIE WAY. BERRY. CREEK, WHERE A JOB UNDER -OUR LICENSE IS BEING PERFORMED, WITHOUT HE -BEING NOTIFIED VERBALLY OR. IN WRITTING. MY.DEMAND IS THIS "STOP ALL WORK UNTIL YOU MARSHA AND GIL GET YOUR PART OF THE PARTNERSHIP IN PROPER ORDER TO COMPLY WITH ALL RULES AND REGULATIONS.. Q'DOUZL. VIERRA FEB 7 2005 " V CWC, Z-7-0, -rnrrr vrmmk FEB 7 2005 Country Homes Real Estate 14 4328 Oli-,,, ighway Oroville, CA 95966 (5530) 534-6467 RE: Permit # BP043424 The contractor of record Douglas L Vierra Manufactured Housing Specialists License # 263482 Is being replaced by: Fred Rohde F&L Mobile Home Specialists 1311 Ruth Avenue Yuba City, CA 95993 License # 806655 January 30, 2005 Frd it erg RECORDING REQUESTED BY Mid Valley Title & Escrow Company AND WHEN RECORDED MAIL TO: Fred F. Wltberg 8843 Barnett Valley Road Sebastopol, CA 95472 A.P.N.: 062-200-093-000 9211 all GD4-010 E51 Es9Esa Recorded Official Records Count BBUTTCOf CANDACE J. GRUBBS Recorder ROSEMARY DICXSOiV Assistant 09:00AN 02 -Nov -2004 REC FEE 10.00 TAX 49.50 Lisa Page 1 of 2 Space Above This Line for Recorder's Use Only File No.: 0403-1650229 (MM) GRANT DEED Ltj The Undersigned Grantor(s) Declare(s): DOCUMENTARY TRANSFER TAX $49.50; CITY TRANSFER TAX $0.00; SURVEY MONUMENT FEE $ X computed on the consideration or full value of property conveyed, OR computed on the consideration or full value less value of liens and/or encumbrances remaining at time of sale, X unincorporated area; ( ] City of, and FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, Paul M. Santonl and Dolores L. Santoni, Trustees of The Santoni 2004 Trust, dated August 16, 2004 hereby GRANTS to Fred F. Witherg, a single man the following described property in the unincorporated area of., County of Butte, State of California: PARCEL I: PARCEL D, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JULY 9,1974, IN BOOK 50 OF MAPS, AT PAGE(S) 23. PARCEL II: A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES OVER PARCELS A, B, AND C, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JULY 9,1974, IN BOOK SO OF MAPS, AT PAGE(S) 23. Dated: 10/29/2004 Mail Tax Statements To: SAME AS ABOVE A.P.N.: 062-200-093-000 oTheant004 Tr st, dated August 16, i, Trustee Grant Deed - continued Pile No.:0403-1650229 (MM) Date: 10/29/2004 STATE OF CALIFORNIA } }ss. COUNTY OF BUTTE } On NOVEMBER 1, 2004 before me, MARY A. THOMPSON, NOTARY personally appeared PAUL M. SANTONI AND DOLORES L. SANTONI 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 his/her/their signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. Signature — This area for offcia; notarial seal My Commissidr(Expires: APRIL 15, 2006 Notary Name: MARY A. THOMPSON Notary Phone: 530-533-6680 Notary Registration Number: County of Principal Place of Business: BUTTE MARY A. THOMPSON �;:•� ' . n Commission #1351470 - U) Notary Public Cafitomia 1 U Butte Coup ,15.2 006 . My Comm. EXP - -AA. Page 2 of 2 STATE OF CALIFORNIA NUMBER: BUSINESS, TRANSPORTATION AND HOUSING AGENCY ow DEPART AiENT OF HOUSING AND COPAi. UMJ jY DEVELOP0.9EN T `_ r. ¢ 011 DIVISION OF CODES AND STANDARDS ° ( b 4 0 a a MANUFACTURED HOUSING PROGRAA§ _ MANUFACTURER CERTWICATE OF ORIGN ® CHECK IF THIS IS A ❑I 1PI Ir ATF fiA^r1FArrFr, nttr_mml Phan imn DI$:Ki3L tTiON: ORIGINAL (PIM -K) FORWARD TO THE WREENTORY CREDITOR, UNLESS THERE IS NONE, THEN FORWARD TO THE PURCHASER (DEALER OR T RAI WEREE). COPY i (WRITE) FORWARD TO THE DEPAR—MIENT AT P.O. BOX 902C, SACrAiuiEtlTO, CA 5)5512-1112G. IVITHIN Frt'E (S) DAYS OF RELEASE. r`nDv o (vcf 4 "" , nm n,=. -n Tu:: V v MANUFACTURED HOME OR MULTI -UNIT MANUFACTURED HOUSING _7�7� ,fid, SFD (SINGLE FAMILY DVdELLING) !.! [AUMH (1,4ULTI-UNET MANUFACTURED HOUSING 2 NUMBER OF TRANSPORTABLE SECTIONS COMMERCIAL COACH: OCCUPANCY GROUP MANUFACTURER NAME: MANUFACTURER LICENSE NUMBER: Fuqua Homes, Inc. 90157 MANUFACTURER ADDRESS: SUGGESTED RETAIL PRICE: 20495 Murray.Road Bend OR 97701 $65,782.45 (Street) (City) State (Zip MANUFACTURER TRADE NAME: MODEL NAME AND/OR NUMBER: DATE OF MANUFACTURE: First Pointe 1402 01/06/05 NAME OF DEALER. OR TRANSFEREE (OlkWERSHIP TRANSFERRED TO): CALIF. DEALER NUMBER OR DATE OF TRANSFER.: Country Homes TRANSFElll 3NATION: � 01/06/05 DEALER OR TRANSFEREE ADDRESS: 4328 Olive Huy Oroville CA 95966 (Street) Ci (state) (Zip) INVENTORY CREDITOR NXVIE: BOMBARDIER INVENTORY CREDITOR ADDRESS PO Box 991 Colchester SIT 05446 (Street) (CRY) (zip) 1 -(State) SECTION MANUFACTURER SERIAL NUxLEER HCD INSIGNIA OR HUD LABEL NUMB;—:R LENGTH WIDTH WEIGHT (1-6) (INCFIES) (INCHES) (POUNDSI ORE 464198 — 480 1 154 19,000 2 19577 B ORE 464199 480 154 19,000 t`� I VI I TRANSPORTER NAM � t/ �Q PHSNACL.E TRANSPORTATION TRANSPORTER ADDRESS: 3550 Steilacoom Blvd. #204 Tacoma WA 98499 (Street) . (Cay (State) (Zip) 1 DESTINATION FOR UNIT DESCRIBED ABOVE: Witberg Berry Creels CA ij (NAME) (Street? (Ciiy ($`.2(91 (Z:vl !� I canify under penalty cf periunr uts9s Lha i ws t Ih9 Stele os Cat om slat the e.:nve tszts ere trus anz: wrrez:z. 01/06/05 Bend Deschutes OR ExGzut(ed on s? 1 (Dais; (Cityi (•Ccrx ^.•) i (S ass) SIGMA T URE OF AUTHORIZED AGENT: DI$:Ki3L tTiON: ORIGINAL (PIM -K) FORWARD TO THE WREENTORY CREDITOR, UNLESS THERE IS NONE, THEN FORWARD TO THE PURCHASER (DEALER OR T RAI WEREE). COPY i (WRITE) FORWARD TO THE DEPAR—MIENT AT P.O. BOX 902C, SACrAiuiEtlTO, CA 5)5512-1112G. IVITHIN Frt'E (S) DAYS OF RELEASE. r`nDv o (vcf 4 "" , nm n,=. -n Tu:: SITE PLAN REVIEW APPLICATION i Date: /X�/4eeq AP# 66Z - -/240 - 093 Permit Number (if applicable) O _l - 3 LIz q APPLICANT INFORMATION Parcel Size: �• a ! as Owners Name: OI wj"-C�C7 L'i Owners Address: Telephone No. 70 7 !ZSF"/ — 4eo,-2, Situs Address: L!i Proposed Use: Residential ❑ New Single Family Residential ❑ Single Family Addition ❑ Single Family Remodel ® Mobile Home ❑ Residential Accessory. ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ Commercial Remodel ❑ New Industrial ❑ Industrial Addition ❑ Industrial Remodel Other ❑ Septic ❑ Well ❑ Agricultural Exempt Building T ❑ Other: Brief Explanation (if necessary): DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) 0 Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval Site P n Stamped Approved By Date Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: Snow Load Area: •,0100 0 fb ',1S0 G- ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) El Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design requirel�J SRA - (CDF to determine specific requirements) , ❑ 100 -Year Flood Plain: (See attached) " • Flood Zone: it . • Flood Panel No.: (e6 0 7(,0L11dLIndex Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the C ifo 'a Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ❑ Detached Building Use Form ❑ Encroachment -Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2of5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front Side f Side Street l� r Rear �- r Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2of5 "A Applicable Development Fees: Standard Fees Amount Formula ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other ------------------------------------------------------------------------------------------------------------------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation: E] No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel '❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance M. Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 /4 a Subdivision Map/Parcel Map: Map Date of Recording: %Z?I&q Lot:_ ❑ Use Permit/Minor Use Permit Permit Number: ri Book: ' S-0 Page. .2-3 Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.RC. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development.. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for roa Page 4 of 5 FW - Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. C:1LarryslBuilding Permit Site Plan Reviewl.doc Page 5 of 5 ❑ FW - Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. C:1LarryslBuilding Permit Site Plan Reviewl.doc Page 5 of 5 ----I$- SCALEzz— SCALE 1"- 100' E VIG COR. 6 c. 34 &E. V.6 WR. SE. 34 611 NO?P4r4rE 13 20.010-M B M) XL25 4 4 ..O.avw) 'E .3315omE N8r33'59E .2 63j5 ii C! PARCEL C PARCEL 0 PARCEL A 381 ACRES 381 ACRES 381 ACRES 2.87 ACRES 5d Bul01.o sETEA" LIKES W M- E.CLUSNE RE. . vTU.,TIm EISE.ERT _­NW54'450E 9B2.0W(m)._ H74'57'37"e 2.03( .00-42'43"E :30&53'(W R or4roole GaT. 59'(R) STC BALD ROM RM BASIS OF BEARING THE BASIS OF BEARING OF THIS MAP IS THE CALIF. COORDINATE SYSTEM, ZONE Ir BETWEEN U.S.C. 6 G.S. TRIANGULATION POINTS BALD ROCK B BLOOMER TAKEN AS N86.00' 52"W. NOTE: m NO EVIDENCE OF DOMESTIC WATER. aRo-QuWT LAKE RO. LEGEND *-SET 3/4" I.P. TAGGED L.S. 3625 0-FOLI/2"I.R TAGGED R.C.E.11553 11ILo ROM Ro. O -PT. DETERMINED ONLY EASURED DATA OCArION M -MR -RECORD AS. PER BK 39 OF MAPS AT PC 63 OF A PORTION OF E ORLAKILE SE. 1/4 SEC. 34,T21N., R.5 E., M.DB.&M. 4 TO Olt� E 6 wu�-_) FOR VICINITYMAP NO SCALE LUCILLE SMITH P CtRTIFIGATEE COMITY SUR.e Is _.yoR 3 �OERTIFJCA. E RECORC)ERS CERTIFICATE 9- 11 ul To 5 Al IT A -4 �r gcr'�'mvv• 6"ww" 'csy­'.Ey_--F %AUi-i A,, T I.F RFQ; ----- - T AWN ---------- U� L F; C �E_ 425 L.s_ _Y R. 9� � eft R21 cOLNT, it:.c0F6e. 3-640 1111FIV 7 [I: 9 i;Lh_i I tCO)Z ki Ll I -",I "The Better Idea Homes" INTRODUCTION Fuqua Homes, Inc. has engineered, constructed and inspected each of its homes to conform to the Federal Mobile Home Construction and Safety Standards in effect at the time of manufacture. This manual contains specific instructions which are required to ensure the correct installation of your home. Even with this manual, the set-up should only be performed by a qualified installer. The testing of various utility systems and their proper connection must only be performed by experienced personnel. Compliance to the procedure§ in this manual are essential in order to maintain full warranty coverage and avoid service problems. It should be noted that many of the illustrations and instructions apply to mufti -sectional homes only and are not used in the set-up of single sectional homes. Recommended procedures contained in this manual may be altered when justified by field. experience. The alternate method must result in a final condition at least equal to the condition which would have resulted by conforming to the details and specifications contained herein. For example, on mufti -section installation, it may be advantageous to connect at the floor line prior to connecting at the roof line or vice versa. Either method is acceptable provided the fastener schedule is followed. Many times throughout this text, the words "shall', "must', "should" and "may" are used. The words "shall' or "must" indicate a requirement which is essential to satisfactory and safe product performance. The words "should" or."may" indicate a recommendation or advice which is not essential and not required but which may be useful or helpful. Because new products and methods are constantly being introduced, additional or revised instructions may be required. Applicable addenda may be found inside the back cover of this manual. THIS MANUAL DESIGNED FOR HOME MODEL # SERIAL # Numerous "Signal Panels" are located throughout this manual. These signal panels call your attention to potentially hazardous conditions which you should be aware of as you setup this house. Be sure to review the definitions below and look for the Signal Panels interspersed throughput this manual. I I ! DANGER ! I I Danger is used to indicate the presence of a hazard which will cause severe personal injury, death, or substantial property damage if the warning is ignored. ! ! ! WARNING I ! ! Warning is used to indicate the presence of a hazard which can cause severe personal injury, death, or substantial property damage if the warning is ignored. ! 1 1 CAUTION I ! ! Caution is used to indicate the presence of a hazard which will or can cause minor personal injury or property damage if the warning is ignored. ! I ! NOTICE ! !.! ' Notice is used to notify people of information which is important but not hazard - related. 1 TABLE OF CONTENTS INTRODUCTION............................................................... 1 TABLE OF CONTENTS.......................................................... 2 FOUNDATION SYSTEM......................................................... 3 General; Moisture control; Perimeter supports; Piers, footings & soil requirements; Pier loads at frame; Pier selection instructions; Pier loads at column locations; Pier and footing notes; Footing size table; Pier loads at sidewall openings POSITIONING & ASSEMBLY ................................... 11 Positioning the first section; Positioning the second section; Floor Connection; Alignment procedure; Ridge beam connection; Column supports; Ridge closure; Endwall connections; Hinged rafter chord assembly (optional) EXTERIOR CLOSURE ........................... ............. .................. .. 15 General information; Vinyl lap siding; Vertical plywood or hardboard siding; Log siding; Horizontal hardboard lap siding; Bottom closure patching; Under carriage protection ANCHORING SYSTEM......................................................... 18 INTERIOR FINISH............................................................. 21 Wall joints; Ceiling joints; Carpet UTILITY CONNECTIONS........................................................ 23 General; Water system; Drainage system; Gas system; Heating system; Electrical system FIREPLACE & APPLIANCE INSTALLATION .......................................... 29 Fireplace installation; Clothes dryer exhaust; Skirting; Air conditioner installation; Evaporative cooler; Exterior light connection FINAL INSPECTION........................................................... 32 General; Exterior Siding & Trim; Roofs; Clearances; Operational Check RELOCATION................................................................ 33 O FEDERAL MANUFAMURED Q HOUSING CONSTRUCTION �.1..i U& SAFETY STANDARDS JUN 30 1997 � 23 Q 2 FOUNDATION SYSTEM GENERAL Most mobile homes constructed by Fuqua Homes are designed to be supported by a 'pier and beam' foundation. A home constructed in this manner utilizes the steel undercarriage as an integral part of the foundation system. The weight of the home is supported by the undercarriage which is placed on a series of 'columns' or 'piers". All Fuqua Homes are designed to be anchored to the ground to resist wind forces with frame ties only. Over -the -roof tie -down straps may be used in conjunction with the frame ties, if preferred. The piers on which this home is to be placed must be capable of sustaining the total weight of the home, its contents, plus additional temporary loads caused by the wind or snow. As the temporary loads caused by the elements vary throughout the country, the Department of Housing and Urban Development has established specific design requirements to resist these forces. Zone maps reflecting these requirements are shown on a Certificate of Compliance sheet which is usually posted inside a kitchen cabinet door, inside the furnace compartment or in some other convenient location. Other specific design data to which this home was constructed will also be shown on the compliance certificate. This home must not be placed in an area of the country where the construction is not adequate based on the design requirements. In various parts of the country, local governing agencies occasionally impose additional loading requirements which may differ from the, design conditions of your home. It is the responsibility of the homeowner, dealer, and/or. the set-up personnel to assure that the actual construction, foundation and set-up meet all local building requirements and that all required inspections are called for. The foundation system selected must be compatible with local soil conditions. MOISTURE CONTROL The area beneath and around the home must be graded and sloped to avoid surface water accumulation. Should moisture be allowed to stand under the home for long periods of time, the unavoidable result will be deterioration of the floor decking and siding. If your home is skirted (see skirting in Exterior Closure section), an approved ground vapor barrier, minimum 6 mil visqueen, shall be placed on the ground beneath the home. To be fully effective, the edges of the vapor barrier material should be overlapped a minimum of 12 inches and have no holes. Failure to provide a vapor barrier could void the warranty on the flooring and siding. See Skirting in Exterior Closure section for ventilation requirements PERIMETER SUPPORTS The design of the floor system of this house may require the installation of perimeter supports. If this is the case, the serial number stamped on the front crossmember will end in the letters OPS'. Perimeter supports are designed to carry roof and wall loads and must be installed when required by the design. Failure to install these additional supports will result in excess floor crowning and/or total floor failure. If perimeter supports are required, separate Foundation Details or Perimeter Support Details will be provided. PIERS, FOOTINGS & SOIL REQUIREMENTS Typically, concrete blocks or adjustable steel piers are used for piers. The piers selected should be labeled to indicate the maximum pier capacity or the supplier should certify the maximum capacity. In either case, the maximum pier capacity must not be exceeded. Normal pier height may not exceed 48 in. When site conditions require the home be;. supported at heights greater than 48 in., the foundation system must be designed by a registered professional engineer. Footings and foundations, unless specifically designed otherwise, shall be constructed of masonry, reinforced concrete or pressure treated lumber. In geographical areas subject to freezes, the bottom of foundations must extend below the frost line established by local records. Footings shall be so designed that the allowable bearing capacity of the soil is not exceeded. Footings shall rest on undisturbed or minimum ninety percent (90%) compacted soil of uniform density and thickness. Where the bearing capacity of the soil is not definitely known or is in question, a soil bearing capacity of 1000 psf shall be used in the foundation design or engineering soil tests shall be performed to determine the actual soil bearing capacity for the site in questior1,,®:®�k,%,® J: - A i i -11. ol E P? A LID VV. i N K E L i 49 i 3 '^ �ty'6 I Foundations should be built upon natural solid ground. Where solid ground does not occur at the foundation depth, such foundation shall be extended down to natural solid ground or piles should be used. Foundations built upon mechanically compacted earth or fill material are subject to the approval of local building officials to show evidence that the proposed loads will be adequately supported. PIER LOADS AT FRAME There are several factors that must be considered when selecting and installing piers. The most important are: (1) the size of the home; (2) the load -carrying capacity of the pier design; (3) the soil bearing capacity; (4) the design roof load; and (5) the spacing between the individual piers. The following instructions have been prepared to assist you in meeting all necessary requirements. PIER SELECTION INSTRUCTIONS 1. Determine the load carrying capacity of the piers to be used. This manual has been designed for minimum 4000 lbs. steel piers and concrete blocks conforming to ASTM C-90 or C-145. Steel piers must be listed or labeled for the minimum 4000 lbs. working load. The working load of the concrete piers shall be as shown on page 6. 2. Determine the pier load from the Frame Pier Loading Tables based on the roof load, floor width, eave width and pier spacing. Contact your local building department for minimum roof load requirements where the home is being set. The design roof load of the home may be found on the back of the Homeowners Manual or on the Certificate of Compliance located in the home. If you are unable to locate this information, contact the Dealer where the home was purchased. The pier load may not exceed the allowable load for the pier being used. 3. Based on the pier load, from the Frame Pier Loading Tables, and the soil bearing capacity at the site, select the footing or pad size to be used from the Footing Table on page 8. OPTIONAL EAVE FRAME PIER LOCATION DIAGRAM ILLUSTRATION 1 4 I iFL00R iWIDTH I ;FLOOR WIDTH i J .m OF T��p p0 . .7J...•.•...o.o•.e..eoa...ii .� JERALC W. KUNKEL _............................ 499 Z.Vc 5 • I IL —'==U—UQ_L3 LA_AJ LK.AJ LIGQU Lv_�u 7 LV_.XJ UZ�M FRAME MARRIAGE UNE LOCATE PIER WITHIN 2' OF EACH END OF EACH MAIN RAIL. l PIER SPACING FROM TA8LE BELOW. OPTIONAL EAVE FRAME PIER LOCATION DIAGRAM ILLUSTRATION 1 4 I iFL00R iWIDTH I ;FLOOR WIDTH i J .m OF T��p p0 . .7J...•.•...o.o•.e..eoa...ii .� JERALC W. KUNKEL _............................ 499 Z.Vc 5 • I IL PIER LOADS AT COLUMN LOCATIONS In addition to providing piers for supporting the frame, piers are also required to support concentrated loads along the marriage line. Column loads and locations along the marriage line and at large openings in the sidewall are designated on the Column Support Specification Sheet in the back of this setup manual. . FRAME PIER LOADING TABLES Pier loads expressed in pounds per pier location. Use this table when no eaves are resent floor eave 48" on center pier spacing 72" on center pier spacing 96" on center pier spacing width width Roof live loads in psf. Roof live loads in psf. Roof live loads in psf. in in 20 30 40 60 80 100 20 30 40 60 80 100 20 30 40 60 80 140 0 2217 2450 2683 3150 3617 4083 3325 3675 4025 4725 5425 6125 4433 4900 5367 6300 7233 154 0 2438 2695 2952 3465 3978 4492 3658 4043 4428 5198 5968 6738 4877 5390 5903 6930 7957 164 0 2597 2870 3143 3690 4237 4783 3895 4305 4715 5535 6355 7175 5193 5740 6287 7380 188 0 2977 3290 3603'..4230 4857 5483 4465 4935 5405 6345 7285 8225 5953 6580 7207 Pier loads expressed in pounds r pier location. Use this table with maximum 12 inch eaves. floor save 48" on center pier spacing 72" on center pier spacing 96" on center peir spacing Roof live loads in psf. Roof live loads in pst. Roof live loads in psf. width width in in 20 30 40 60 80 100 20 30 40 60 80 100 20 30 40 60 80 140 12 2613 2888 3163 3713 4263 4813 3919 4332 4745 5570 6395 7220 5226 5776 6326 7426 154 12 2833 3131 3430 4026 4622 5219 4250 4697 5144 6039 6934 7828 5666 6263 6859 164 12 2991 3305 3620 4250 4879 5509 4486 4958 5430 6375 7319 5981 6611 7240 188 12 3369 3723 4078 4787 5496 6206 5053 5585 6117 7181 6738 7447 Pier loads expressed in pounds r pier location. Use this table with maximum 24 inch eaves. floor eave 48" on center pier spacing 77 on center pier spacing 96" on center pair spacing width width Roof live loads in psf. Roof live loads in psf. Roof live loads in psf. in' in 20 30 40 60, 80 100 20 30 40 60 80 100 20 30 40 60 80 140 24 3042 3362 3682 4323 4963 5603 4563 5043 5523 6484 7444 6084 6724 7364 154 24 3258 3600 3943 4629 5315 6001 4886 5401 5915 6944 7972 6515 7201 7887 164 24 3412 3771 4131 4849 5567 6286 5118 5657 6196 7274 6825 7543 188 24-,3785 4184 4582 5379 61766973 5678 6275 6873 7570 Notes: 1. Use only piers rated to meet the minimum pier loading requirement shown above. 2. Maximum pier spacing may not exceed 96 inches on center. 3. Maximum distance from end of house to first pier may not exceed 24 inches. 4. Pier and footing weights must be added to the pier loads shown above when determining the footing size from the Footing Size Table on page 8. frr ,'�t0 E'k4 .A JEK� :, • c C 1E ONTACT PAD (4x4x1 4" TEEL PLATE TYPICAL). ADJUSTABLE NUT AND WASHER IF REQUIRED LISTED STEEL PIER (MINIMUM 4000# LOAD) r NOTING SINGLE STEEL PIER (MAX 4000# LOAD) RIM JOISTS AT MARRIAGE LINE. 4x6x20" SUPPORT AT MARRIAGE LINE. #2 SOUTHERN PINE OR #2 DOUGLAS FIR. (NO SPLITS) FOOTING DOUBLE STEEL PIER (MAX 8000(] LOAD) ALL PIERS SHALL HAVE A BASE SIZE OF 10' X 10". 4x6x20" SUPPORTS ADJACENT PIERS SHALL AT MARRIAGE LINE. HAVE CENTER TO CENTER #2 SOUTHERN PINE SPACING NOT EXCEEDING OR #2 DOUGLAS FIR. 14 INCHES. (TYP.) (NO SPLITS) 4x6x20" SUPPORTS #2 SOUTHERN PINE OR #2 DOUGLAS FIR. (NO SPLITS) COA\IC MIN 3/4" THICK PIER CAP SOUTHERN PINE OR HEM—FIR. IIN 2" SOLID CONCRETE CAP BLOCK HOLLOW—CORE CONCRETE BLOCK WITH CELLS VERTICAL. FILL ALL CELLS ON BOTTOM COURSE WITH GROUT IF PIER LOAD EXCEEDS 4000 LBS. FOOTING BLOCK ORIENTATION SHOULD BE ALTERNATED FROM PARALLEL TO PERPINDICULAR WITH THE FRAME FOR MAXIMUM STABILITY. CONCRETE/MASONRY PIER (MAX 80000 LOAD) CONCRETE/MASONRY PIER (MAX 16000# LOAD) 6 X 16" SUPPORTS JG MARRIAGE LINE. THERN PINE OR HEM -FIR. MIN 3/4" THICK PIER CAP HEM -FIR OR SOUTHERN PINE 12" SOLID CONCRETE CAP BLOCK HOLLOW -CORE CONCRETE BLOCK iNITH CELLS VERTICAL. FILL ALL CELLS ON BOTTOM COURSE WITH GROUT IF PIER LOAD EXCEEDS 8000 LBS. FOOTING SHIM NOTES: WHEN SOUTHERN PINE OR HEM -FIR ARE CALLED FOR, OAK OR WALNUT OF THE SAME GRADE MAY BE SUB- STITUTED. 1. USE SHIMS BETWEEN THE FRAME OR JOISTS AND THE PIER CAP FOR FINAL LEVELING. 2. SHIMS SHALL BE MAX. 1" THICK AND MIN. 4" WIDE AND 6" LONG. ALL SHIMS SHALL BE SOUTHERN PINE OR DOUGLAS FIR. 3. SHIMS ARE TO BE FITTED AND DRIVEN TIGHT BETWEEN THE PIER CAP AND FRAME OR JOISTS. FOOTING 4. ONE SQ. IN. OF CONTACT IS REQUIRED (FOR EACH 520# OF LOAD) BETWEEN THE BEAM ABOVE AND THE SHIM 'AS WELL AS BETWEEN THE SHIM QUAD STEEL PIER AND THE PIER.OF _•A�®o�`��� (MAX 16,000,E LOAD) LEVELING SHIMS k'R� m � gee e �p r0 PIER CONSTRUCTION DETAILS��?,a.....�......... ' ILLUSTRATION 2 jE.R ,j6 VJ. 4:UNKE ��. i 49961 6 x-93 PIER & FOOTING NOTES: 1. All steel piers must be listed or labeled for minimum 4000 pound working load. 2. Contact pad on steel pier to be minimum 4' x 4' x 1/4' thick steel. 3. Adjustable screw on top of steel piers may not have more than 2' of exposed thread above the nut. 4. All piers shall be centered on footings. All piers shall have a length to width ratio not exceeding 2.0. 5. All masonry units shall conform to ASTM C-90 or ASTM C-145. (fm'=2000 psi min.) 6. All lumber and plywood within 6' of the ground or in contact with concrete shall be pressure treated with the following information available. * Identity of the company doing treatment and the month and year treatment performed. * Symbol for the type of preservative used. * The American Wood Preservers Bureau Quality control trademark (report no. AA -517). * The letters 'tso' indicating 'treatment service only' where applicable. * The proper grade marking to identify the specie and grade of wood. * AWPB-FDN (identifies authorization under this report. 7. Where lumber is cut after treatment, the cut surface shall be brush -coated with minimum 3% solution of the same preservative used in the original treatment; or shall be field treated in conformance with AWPA standard M4-80 using a 5% solution of pentachlorophenol, copper, naphthenate containing *a minimum 2% copper metal, a 3% solution of APA, CCA, types A, B, or C, or a 5% solution of FCAP or ACC: or creosote in'conformance with AHPA. 8. In geographic areas where freezing occurs, the bottom of the footing shall extend below the frost line. 9. Footings shall rest on undisturbed or minimum 90% compacted soil of uniform density and thickness. No organic material shall be permitted beneath the footing. Check with local code officials to insure that footing depth below grade satisfies local code requirements. 10. Where termite hazard exists, precautions should be taken to prevent termites from attacking the . wooden structure. ' 11. Site must be adequately graded so that water drains away from the foundation and does not accumulate under the home. 12. Soil or gravel under wooden footing shall remain dry and be free draining. FJERALC 41. KUNKEL 2 ♦. «. r ................. .....J s �/ :•Q 49961 �X7 do S -9-2, FOOTING SIZE TABLE Maximum Minimum footing size pier Minimum soil bearing capacity load 1000 psf 1500 psf 2000 psf 2500 psf 3000 psf 1000 144 sq. in. 144 sq. in. 144 sq. in. 144 sq. in. 144 sq. in. 1200 173 sq. in. 144 sq. in. 144 sq. in. 144 sq. in. 144 sq. in. 1400 202 sq. in. 144 sq. in. 144 sq. in. 144 sq. in. 144 sq. in. 1600 230 sq. in. 154 sq. in. 144 sq. in. 144 sq. in. 144 sq. in. 1800 259 sq. in. 173 sq. in. 144 sq. in. 144 sq. in. 144 sq. in. 2000 288 sq. in. 192 sq. in. 144 sq. in. 144 sq. in. 144 sq. in. 2200 317 sq. in. 211 sq. in. 158 sq. in. 144 sq. in. 144 sq. in. 2400 346 sq. in. 230 sq. in. 173 sq. in. 144 sq. in. 144 sq. in. 2600 374 sq. in. 250 sq. in. 187 sq. in. 150 sq. in. 144 sq. in. 2800 403 sq. in. 269 sq. in. 202 sq. in. 161 sq. in. 144 sq. in. 3000 432 sq. in. 288 sq. in. 216 sq. in. 173 sq. in. 144 sq. in. 3200 461 sq. in. 307 sq. in. 230 sq. in. 184 sq. in. 154 sq. in. 3400 490 sq. in. 326 sq. in. 245 sq. in. 196 sq. in. 163 sq. in. 3600 518 sq. in. 346 sq. in. 259 sq. in. 207 sq. in. 173 sq. in. 3800 547 sq. in. 365 sq. in. 274 sq. in. 219 sq. in. 182 sq. in. 4000 576 sq. in. 384 sq. in. 288 sq. in. 230 sq. in. 192 sq. in. 4500 648 sq. in. 432 sq. in. 324 sq. in. 259 sq. in. 216 sq. in. 5000 720 sq. in. 480 sq. in. 360 sq. in. 288 sq. in. 240 sq. in. 5500 792 sq. in. 528 sq. in. 396 sq. in. 317 sq. in. 264 sq. in. 6000 864 sq. in. 576 sq. in. 432 sq. in. 346 sq. in. 288 sq. in. 6500 936 sq. in. 624 sq. in. 468 sq. in. 374 sq. in. 312 sq. in. 7000 1008 sq. in. 672 sq. in. 504 sq. in. 403 sq. in. 336 sq. in. 7500 1080 sq. in. 720 sq. in. 540 sq. in. 432 sq. in. 360 sq. in. 8000 1152 sq. in. 768 sq. in. 576 sq. in. 461 sq. in. 384 sq. in. 8500 1224 sq. in. 816 sq. in. 612 sq. in. 490 sq. in. 408 sq. in. 9000 1296 sq. in. 864 sq. in. 648 sq. in. 518 sq. in. 432 sq. in. 9500 1368 sq. in. 912 sq. in. 684 sq. in. 547 sq. in. 456 sq. in. 10000 1440 sq. in. 960 sq. in. 720 sq. in. 576 sq. in. 480 sq. in. 11000 1584 sq. in. 1056 sq. in. 792 sq. in. 634 sq. in. 528 sq. in. 12000 1728 sq. in. 1152 sq. in. 864 sq. in. 691 sq. in. 576 sq. in. 13000 1872 sq. in. 1248 sq. in. 936 sq. in. 749 sq. in. 624 sq. in. 14000 2016 sq. in. 1344 sq. in. 1008 sq. in. 806 sq. in. 672 sq. in. 15000 2160 sq: in. 1440 sq. in. 1080 sq. in. 864 sq. in. 720 sq. in. 16000 2304 sq. in. 1536 sq. in. 1152 sq. in. 922 sq. in. 768 sq. in. 17000 2448 sq. in. 1632 sq. in. 1224 sq. in. 979 sq. in. 816 sq. in. 18000 2592 sq. in. 1728 sq. in. 1296 sq. in. 1037 sq. in. 864 sq. in. 19000 2736 sq. in. 1824 sq. in. 1368 sq. in. 1094 sq. in. 912 sq. in. 20000 2880 sq. in. 1920 sq. in. 1440 sq. in. 1152 sq. in. 960 sq. in. Notes: 1. Footing configurations must have a lenght and width ratio that does not exceed 2.5 to 1. 2. The pier load, footing weight and pier weight must all be included when determining f9M 3. Sizes of typical footing configutations are shown below. 1iilP�E 11'/, x 24 = 270 sq. in. 16 x 16 = 256 sq. in. 22Yx 24 = 540 sq. in. 24 x 24 = 576 sq. in. ��� TYPICAL CONCRETE FOOTING. '.CONCRETE FOOTING rico i fNe ATIAAI CONCRETE FOOTING 8"x8"06" CONCRETE BLOCKS WITH CELLS IN VERTICAL POS. FILL ALL CELLS ON BOTTOM COURSE WITH GROUT. (TYP) CONCRETE FOOTINGS. (SIZE FOOTINGS FROM FOOTING SIZE TABLE ON PAGE 8 AND FROM THE FOOTING THICKNESS TABLE BELOW.) Fc'=2500 PSI MIN. (TYP) CONCRETE FOOTING THICKNESS TABLE MAX DIST FROM PIER TO EDGE OF FOOTING. UNREINFORCED REINFORCED FOOTING MAX SOIL BEARING* MAX SOIL BEARING* THICKNESS 1000 2000 3000 1000 2000 3000 4 in.** 0 in. 0 in. 0 in. N/A N/A N/A 6 in. 7 in. 6 in. 5 in. N/A N/A N/A 8 in. 10 in. 8 in. 7 in. 22 in. 16 in. 13 in. * MAX. SOIL BEARING HXLt DUKt IN rZlr. * * 4" CONCRETE FOOTINGS MAY NOT BE USED WITH STEEL PIERS. TYPICAL CONCRETE FOOTING. Fc'=2500 PSI MIN. (TYP) ;BAR 4" LESS THAN FOOTING DIMENSION SPACED AT 8" O.C. IN BOTH DIRECTIONS. PLACE BOTTOM BARS WITH 3" COVER FROM THE BOTTOM OF THE FOOTING AND SUPPORT THE UPPER BARS WITH THE BOTTOM BARS. ALL BARS TO GRADE 40 DEFORMED. NOTES: 1. THE LONGEST HORIZONTAL DIMENSION OF ALL PIERS MAY NOT BE GREATER THAN TWICE THE SHORTEST HORIZONTAL DIMENSION OR THE PIER. 2. ALL CONCRETE FOOTINGS MUST BE NORMAL WEIGHT (145 PCF). i 3. CONCRETE FOOTINGS FOR STEEL OR CONCRETE PIERS WITH LOADS EXCEEDING 8000#. MUST BE SQUARE. 4. 8" THICK FOOTINGS ARE REQUIRED FOR PIER LOADS EXCEEDING 8000# WHEN SOIL BEARING PRESSURE EXCCEDS 2000 PSF. WOODEN FOOTING (MINIMUM 1.5" THICK; MUST BE PRESSURE TREATED) SOUTHERN YELLOW PINE #2 OR HEM—FIR #2. FOOTING MAY EXTEND MAX DISTANCE FROM PIER AS SHOWN IN TABLE BELOW. WOOD FOOTING TABLE MAX DIST FROM PIER TO EDGE OF FOOTING MAX SOIL BEARING* 1000 2000 3000 WOODEN FOOTING * MAX SOIL BEARING (WITH SINGLE FOOTING PAD) PRESSURE IN PSF. FOOTING DETAILS ILLUSTRATION 3 nor'' 'ARrb„ _ c JCRALD W. KUNKEL WOODEN FOOTING 1 S'�1L LOAD DISTRIBUTION ELEMENT. MIN 1.5" THICK; PRESSURE TREATED; SYP #2 OR H—F #2. (WITH DOUBLE FOOTING PAD) Determine footing size from Footing Size Table based on pier load and soil bearing capacity. 9 FOOTING PIER LOADS AT SIDEWALL OPENINGS Large openings in exterior load bearing walls produce concentrated loads at the ends of the header supporting the roof load. As a result of these concentrated (column) loads, a. perimeter pier support is required on each end of headers greater than 4 feet in length. The header may be an integral part of the sidewall as shown with the bay window at the left below or it may be directly above the window as shown on the bay window to the right. The header will be located below and support the roof trusses. Therefore if it is located L -7E- ----- SPAN COL. LOAD HEADER as shown with the bay window on the left, it will be visible below the ceiling, and the ceiling height of the bay will be offset and lower than in the remainder of the home. If the header is located above the window as with the bay to the left, the ceiling will continue along the same plane to the window. Once you have,detennined the header location, you can find the load at each end of the header based on floor width, eave and roof load from the table below. Then select the proper pier and footing in the same manner as previously as previously described in this section and place it as shown in illustrations 5 and 6. HEADER ----- COL. AN � ----- COL. LOAD LOAD COL. COLD LOAD LOAD Bearing wall pier location diagram Illustration 5 I I ren SPAN COL. LOAD OPENINGEDGE OF IN BEARING WALL •.- JOIST MASONRY PIER EDGE OF OPENING -� IN BEARING WALL FLOOR JOIST - DOUBLE 2x6- #2 SYP MIN. ADJUSTABLE STEEL - OR CONCRETE PIER Perimeter pier support Illustration 6 10 CENTER OF PIER TO BE NOT MORE THAN T FROM END OF FLOOR JOIST. .T ftE OF ���• • % V, JERALD W. K KEL .A *% 499 HEADER LOADING TABLE FLOOR and HEADER ROOF LIVE LOAD SAVE WIDTH SPAN 20 psf 30 psf 40 psf 60 psf 80 psf 140 in w/24 in 6 ft 880 1188 1496 2112 2728 8 ft 1120 1512 1904 2688 3472 loft 1360 1836 2312 3264 4216 12 ft 1600 2160 2720 3840 4960 164 in w/24 in 6 ft 1012 1320 1672 2376 3036 and 8 ft 1288 1680 2128 3024 3864 186 in w/12 in loft 1564 2040 2584 3672 4692 12 ft 1840 2400 3040 4320 5520 All loads at end of headers are in pounds. OPENINGEDGE OF IN BEARING WALL •.- JOIST MASONRY PIER EDGE OF OPENING -� IN BEARING WALL FLOOR JOIST - DOUBLE 2x6- #2 SYP MIN. ADJUSTABLE STEEL - OR CONCRETE PIER Perimeter pier support Illustration 6 10 CENTER OF PIER TO BE NOT MORE THAN T FROM END OF FLOOR JOIST. .T ftE OF ���• • % V, JERALD W. K KEL .A *% 499 POSITIONING AND ASSEMBLY POSITIONING THE FIRST SECTION A final check of the site preparation work should be made before the sections are moved into position. If concrete footings are to be used, the concrete should have a minimum of 24 hours of curing time before the piers are set. Longer periods of curing time , may be required if the temperature is near the freezing mark. Once all site work is completed, the first section of the home is ready to be placed in position over the foundation area. Generally it is recommended that the half of the home containing the utility service connections be positioned first. The transporting trucks should be used to position the module as close as possible over the footings. Final placement, if required, should be made with a dollie device utilizing steel rollers. These dollies are so constructed that hydraulic jacks can be positioned between the rollers and frame members permitting easy sideways movement. Most service crews and installers already have this equipment. Its use will minimize the possibility of frame damage. See Illustration 7. Hydraulic jacking device Illustration 7 III WARNING III Do not work under the home with out adequate support blocking! Failure to heed this warning may result In severe personnel Injury or death. 11 III CAUTION III Excessive or non uniform'jacking during the positioning, leveling and alignment procedures will cause the home to be unnecessarily racked or twisted and result In drywall damage. The following steps should be followed in blocking and leveling each module: a) � Place two piers under the front cross member for safety purposes. b) Locate on the frame the closest blocking point behind the rear spring hanger. Using two hydraulic jacks, (minimum 12 ton capacity), fitted with jacking reinforcing plates (3/8' x 30 x 12"), raise the floor to the desired height and place the required piers in front of and behind the axle area under each I-beam. c) Wheels and axles may be removed at this time. d) Move to the front of the home, raise the floor to the desired height and position the piers at the prescribed location. Once this is done the safety piers can be removed. e) Move to the extreme rear of the unit and repeat the blocking procedure under each (- beam. f) Repeatthe blocking process for all remaining pier locations. g) As the floor is being blocked, a water level or transit should be used to check the floor levelness in both directions. If wooden wedges or shims are used for height adjustment, they must extend over the full width of the concrete block. h) To prevent air from entering the home at the mating surfaces, a gasket must be made from the insulation provided in the materials supplied. The insulation should be attached to all mating surfaces with staples. Do not place the material over any opening used for air supply ducts. Before proceeding with the leveling process, check to be sure the footings and spans are correct. The lowest part of the chassis must be a minimum of twelve (12) inches from the ground in the area of the utility connections. No more than 25% of the frame should be less than 120 above the ground. All wood within 6" of the ground must be pressure treated. POSITIONING THE SECOND SECTION Before the second module is moved into position, all polyethylene covering, framing members and shipping braces should be removed from both halves except for the Center Beam Shipping Supports. These supports are not to,be removed until the Center Ridge Beams have been attached. FLOOR CONNECTION After all close-up material has been removed, position the second section so that the floor seams are flush while keeping the roof slightly apart and the end walls aligned at the floor. This may be accomplished using hydraulic jacks and dollies with rollers as previously described. At this time, place piers under the inside longitudinal beam, draw the floors of the two units together and fasten the floors of the two sections with 20d nails or 4 inch lag screws placed 24 inches on center. The 20d nails may be inserted from the top or bottom of the floor. Minor roof alignment corrections can be performed as the unit is being leveled. See illustration 8. 20 d NAILS OR 3/8" X 4" LAG SCREWS AT 24" O.C. AGROUND WIRE GROUNDING LUG V STAR WASHER. Floor connection detail Illustration 8 It will be necessary to bond the two chassis assemblies together with grounding lugs and #8 copper wire or #6 aluminum wire. Grounding lugs must be approved for aluminum if aluminum wire is used. Paint penetrating star washers must be used in fastening the grounding lugs to the chassis. This is shown in Illustration 8 and the parts are included in the Set -Up Kit. ALIGNMENT PROCEDURE Close the gaps in the ceiling by raising the outside longitudinal beam using at least three 12 hydraulic jacks simultaneously placed in front of and behind the axle area and about half way between the hitch and axle area. If the roof must be moved forward... with the longitudinal beams evenly supported, carefully raise the outside rear corner of the second section (with a hydraulic jack) and lower the outside front corner. The roof should shift forward until end walls are in alignment. When the walls are aligned, raise the outside beam to close any gaps at the ridge beams. If the roof must be moved back... with the longitudinal beams evenly supported, carefully raise the outside front corner of the second section (with a hydraulic jack) and lower the outside rear corner. The roof should shift forward until end walls are in alignment. When the walls are aligned, raise the outside beam to close any gaps at the ridge beams. RIDGE BEAM CONNECTION Before the ridge beams are connected, the ceiling between the two halves must be flush. If one side of the ceiling is lower than the other, raise the low side using a 'T -Bar' made from 2x4's with a hydraulic jack at the bottom. It is best to place the base of the jack across the floor seam to fully distribute the load. The top of the 'T -Bar' should be placed only in areas which will later be covered by molding. See Illustration 9. Occasionally, during the set-up of a double - wide, the ridge beams do not completely close at the top. If the gap is less than 1/2% the ridge beams may be connected together without any special consideration. If the gap exceeds 1/2' but is not over 1', the situation may be corrected by shimming with a 1/24 or larger 4' strip of plywood. —CEILING — 2 X 4 HYDRAULIC JACK RAISE LOWER CEILING WITH JACK UNTIL BOTH CEILINGS ARE FLUSH. Ceiling alignment Illustration 9 After the ceilings of the two units are properly located, such that the end walls are aligned and the mating line of the ceiling is in line and flush, the ridge beams should be fastened together with 3/8" x 7" lag screws which have been provided in the Set -Up kit. The lag screws are to be spaced at maximum distance of 32° o.c. and staggered from one side to the other. Prior to inserting each lag screw, it will be necessary to . predrill a 1 /4° diameter pilot hole. The lag screw must penetrate both ridge beams as shown in Illustration 10. 3/8" x 7" LAG SCREW WITH WASHER AT 32" O.C. (STAGGERED). SCREW MUST PENETRATE FULL WIDTH OF BOTH RIDGE BEAMS. RIDGE 1 BEAM KING - POST, CEILING MATERIAL Ridge beam connection Illustration 10 On houses with galvanized roofs, a reinforced walkway is provided on the roof of each half near the center beam running the length of the house. Travel on the roof should be confined to this area as much as possible. This plywood walkway also serves as the backer for the screws used to secure the metal roof cap. After the ridge beams have been fastened together at the top, remove the ridge beam supports inside the home and proceed to finish blocking and leveling the second half of the home in the same manner as the first. The floor should be checked at the mating seam to be sure both halves are even. Adjustments should be made by raising or lowering the floor using wooden shims or adjustable piers. 13 COLUMN SUPPORTS Once the home has been joined, the center roof column support piers are to be installed. The footings required to support the piers should have been prepared at the same time as the other footings. The piers should be constructed in the same manner as those used to support the chassis. (Reference Page 6) RIDGE CLOSURE After all foundation supports are in place, the ridge beams should be final checked for ceiling alignment and proper installation of fasteners; then final closeup roofing materials may be installed. If a metal roof is used, refer to Illustration 11 for closeup details. The sealant tape must be applied the full length of the ridge cap and the ridge cap must be secured at maximum intervals of 3". Each screw must compress the sealant tape and penetrate the plywood backing under the metal roof. After all screws have been installed, asphaltic roof coating must be applied to seal the screw heads and cap to roof seam. GALVANIZED RIDGE CAP. SEALANT-'.�(\ GALVANIZED TAPE ' METAL ROOF. PLYWOOD BACKER #8 x 3/4" HEX HEAD SCREWS AT 4" O.C. Metal roof closure details Illustration 11 ENDWALL CONNECTION Fasten endwalls and marriage walls where they meet using suitable screws or nails as necessary. If a composition roof is used, refer to Illustration 12 for details on the ridge closure. Staple additional roofing felt centered over ridge. Shingles matching those installed by the manufacturer are shipped with each home. Install these shingles per the manufacturer's instructions, which are printed on the shingle wrapping paper. After installing shingles up to the ridge, cut shingles for ridge cap and install along the ridge per the shingle manufacturer's instructions, making sure the ridge shingles point the same direction as the prevailing wind. This will prevent wind lifting and possible leakage. If a nailer has been provided along the rake eave to prevent transit wind damage to roofing, the nailer must be removed and all nail or staple penetrations sealed with mastic. TAR TABS MAXIMUM 5" EXPOSURE. RIDGE CAP CUT FROM SHINGLES. INSTALL FELT BELOW RIDGE CAP. PREVAILING WIND. CUT STANDARD SHINGLE ALONG DOTTED LINE FOR RIDGE CAP MATERIAL. Composition roof closure details Illustration 12 HINGED RAFTER CHORD ASSEMBLY (Optional) The recommended procedure for the completion of the "Hinged Roof" is as follows: (See Illustration 13). 1. Remove the protective shipping covering. 2. Lift or jack roof into final position. The roof should be lifted uniformly in order to avoid unnecessary stress in the structural members. 3. Position the hinged king post in the slot provided in the stationary king post and ridge beam. 14 4. Secure the hinged king post to the ridge beam with 3-10d box nails. 5. Apply roof mastic between layers of shingles at hinged joint. 6. Place the 2x6 splice block on the back side of the front overhang. Secure block with 4- 10d nails on each end. III CAUTION III The roof should be jacked uniformly in order to avoid unnecessary stress in the structural members. FINISHED POSITION TOP CHORD HINGE --� HINGED ROOF TRUSS SHINGLES, UNDERLAYMENT AND DECKING HINGE STATIONARY KINGPOST Kluut. BEAM KINGPOST FASTENERS L RIDGE BEAM DETAIL A DETAIL B APPLY. MASTIC BETWEEN SHINGLES AT HINGE.--- e�- SPLICE BLOCK FIELD INSTALLED FASCIA RAKE DFTAII Hinged rafter chord assembly detail Illustration 13 EXTERIOR CLOSURE GENERAL INFORMATION Any one of several types of exterior siding may have been used in the construction of this home. Exterior siding materials have been shipped loose to be installed during set up. The following pages will describe minimum installation procedures to be used when installing this material. A temporary outer covering may have been used to prevent road damage. If the material used was plastic or some other material which would restrict moisture migration to the outside of the home, this material must be removed before covering the exterior and applying the trim. It should be noted that many homes have special material designed to reduce air infiltration. Foam Core or building board are common examples. This type of covering should NOT be removed. If there is any doubt concerning which material should be removed, the factory that constructed the home should be contacted. VINYL LAP SIDING If the end walls of your home were designed for vinyl lap siding, All or part of the siding has been shipped loose. This allows the siding to be applied after the home has been set, eliminating the vertical seam at the center line of the home. Use the following instructions to complete the installation of vinyl lap siding. - Remove the plastic temporary covering to expose the sheathing. III CAUTION III Failure to remove plastic temporary shipping material will result In excess moisture being trapped inside the walls and cause premature wall failure. Use 16 gage corrosion resistant staples or 8d corrosion resistant nails to fasten siding. Each fastener must be long enough to penetrate 3/4" into the holding member. Nails must have a min. 5/160 diameter head. Fasten siding at all stud locations as shown in illustration 14. Fasteners must not be driven tight. This will allow the siding to move freely. Fasteners must be located minimum 1/4" from the end of the slot. An exterior grade silicone type caulk may be used around the top and bottom corner of 15 windows and doors and where channels adjoin windows as an additional precaution. DO NOT caulk in J -channels and corner post pockets or at seam areas. For best appearance, stagger laps a minimum of 3' so that no splice occurs directly above another unless separated by at least 3 courses. Never overlap panels above a door or window. Cut all panels approx. 1/4" short of all stops such as corner posts and J -channels to allow for expansion. REMOVE ALL SHIPPING PAPER BEFORE INSTALL— ING SIDING. — N '�' RELY F� SEGU AIF rg" STARTER STRIP STARTFR nFTAII EXTERIOR WALL SHEATHING -, 1" CAP OR PRE -NOTCH LAP PANELS 1" OR ONE HALF OF THE FACTORY PRE -NOTCHED END. PANEL JOINT CONNECTION DETAIL Vinyl lap siding installation details Illustration 14 00000000000m00000�� ....................... EXTERIOR WALL STUD SHEATHING WIOP FISTE14 LA P1,4CHIIG_,. N '�' RELY F� SEGU AIF rg" STARTER STRIP STARTFR nFTAII EXTERIOR WALL SHEATHING -, 1" CAP OR PRE -NOTCH LAP PANELS 1" OR ONE HALF OF THE FACTORY PRE -NOTCHED END. PANEL JOINT CONNECTION DETAIL Vinyl lap siding installation details Illustration 14 In order to fit siding around doors and windows, cut siding panels as shown in illustration 14a to fit in J channel (installed at the factory). Be sure to pert the cut edges of siding with a snap lock punch to insure proper connection where the siding slides under the MINIMUM 6" WIDE DIVERTER. (CAN BE SHINGLE UNDERLAY MENT, PLYDRY OR ROOFING FELT. THE TOPMUST OVER LAP THE SIDES. FASTENING NOT CRITICAL. FOR ENDWAL SHIPPED WITHOUT SIDING IN- STALLED, SECURE EDGES TO EXT. SHEATHING WITH TAPE. J -channel. Also, as the panels are being installed, make certain the diverter is properly positioned, as shown in illustration 14a, to channel moisture from behind the siding. Long term exposure of the sheathing to moisture will eventually damage the sheathing. _ TYPICAL WINDOW OR DOOR J -CHANNEL. Window/door trim detail Illustration 14a 15a SIDING. SHEATHING SIDING TO FIT ND WINDOWS. SNAP LOCK :HAT 8" O.C. CUT. 'ERTER AS CHANNEL M RFHINn For shutter installation, or windows closer than sbc feet to the end of the wall, refer to illustration 14b below for, special installation requirements.. i WHEN DIMENSION "A" IS GREATER THAN SIX FEET AND THE PANEL CONTAINS SHUTTER FASTENERS, USE TWO PANELS BETWEEN THE WINDOW AND THE CORNER POST, DOOR CHANNEL, / ETC. r I.... Ni - Z._ CORNER POST To install top lap, fasten the finish trim at the top of the wall at 8' on center as shown in illustration 14c. Angle cut the siding to fit under the trim and punch along the cut edge using a snap lock punch. Slide the siding under the finish trim and snap into place. SEAMS NOT ALLOWED IN LAP PANELS ABOVE WINDOWS OR DOORS. SEE PANEL JOINT CONNECTION DETAIL Mme" ABOVE. FIN SHEATHING SEAMS NOT ALLOWED IN LAP PANELS FO LAP COURSE DIRECTLY UNDER WINDOWS. Shutter installation details Illustration 14b FOR LAP PANELS THAT CONTAIN SHUTTER FAST- ENERS, USE 2 PANELS BETWEEN SHUTTERS. Finish trim installation details Illustration 14c 15b LOCK PUNCH EDGE AT O.C. LAP SIDING PANEL VERTICAL PLYWOOD OR HARDBOARD following the instructions to property complete the SIDING siding installation. Homes having endwalls with vertical plywood - Position and fasten log siding as shown in or fiberboard siding will have a portion of the illustration 16 beginning at the bottom of siding shipped loose to be installed during setup. the wall. Fasten with 12d corrosion This eliminates a seam at the marriage line. resistant box nails at each stud location. Follow the instructions below to finish the installation. A 1/8° gap must be provided between vertical edges whenever the close-up panels are installed. All saw cut edges must be sealed to prevent moisture from entering the panel. Fasten each panel with 8d corrosion resistant nails. Install fasteners at 6' o.c. at the edges and 12° o.c. along intermediate studs. The heads of the nails must be set flush with the surface of the panels.lf a nail head breaks the siding surface, the penetration must be sealed with caulking. This will prevent long term exposure to moisture on the interior of the siding and increase the life expectancy of the siding. REMOVE ALL SHIPPING PAPER BEFORE INSTALL— PANEL HERE. Vertical siding application details Illustration 15 LOG SIDING If the end walls of your home were designed for log siding, All or part of the siding has been shipped loose. This allows the siding to be applied after the home has been set, eliminating the vertical seam at the center line of the home. The necessary building paper, window trim and corner posts should already be installed. Use the 16 AT JOINTS. ALL JOINTS TO BE OVER STUDS. 12d NAILS 4LLOW 3-4' 3ETWEEN NAILS ENGINEERED OVERLAP 1/4- TO 1 )M BOTTOM 2d NAILS. 7 1/4!' LOG WIDTH 5 1/2" LOG WIDTH Log siding application details Illustration 16 HORIZONTAL HARDBOARD LAP SIDING If the end walls of your home were designed for horizontal hardboard lap siding, All or part of the siding has been shipped loose. This allows the siding to be applied after the home has been set, eliminating the vertical seam at the center line of the home. The necessary building paper, window trim and corner posts should already be installed. Use the following the instructions to properly complete the siding installation. Position and fasten lap siding, as shown in illustration 17, beginning at the bottom of the wall. Fasten with 8d corrosion resistant nails at each stud location. The heads of the nails must be set flush with the surface of the panels.lf a nail head breaks the siding surface, the penetration must be sealed with caulking. This will prevent long term exposure to moisture on the interior of the siding and reduce the incidence of premature siding failure. All saw cut edges must be sealed to prevent moisture from entering the panel. BOTTOM CLOSURE PATCHING If -the closure material is asphalt base or composition material, it should be repaired by applying a patch of the same or similar material over the damagedarea. Place beads of adhesive or sealant under all contact edges to ensure an airtight seal. Press the patch firmly into place with your hand or other object and use fasteners and tape to hold it in place until the adhesive sets. Be sure no gaps exist that could permit air or water to enter. It is recommended that fasteners be a type designed to spread and hold in soft material. If these fasteners are not available, a patch may be cut large enough to span the floor joist. Add blocking between the joists so that the fasteners used to secure the patch will penetrate wood on all edges. ' I If the covering is a vinyl coated material, use vinyl patching tape especially designed to repair tears or holes. Pull torn edges together; then cover as necessary with tape or appy a patch of the same material taped on all four sides. 17 4U U11 JOINTS EAVI ATRSTUDSPONLY. F R EXP - 1/1s ANSION• WITH BUTJOINTS CO ERS, C OVERLAP SULEASTE " COURSES AT INSTALL FIRST COURSE 1/8" TO 1/4" BELOW STARTER STRIP STARTER STRIP (APPROX 1 1/2" X 3/8") TO BE HELD IN PLACE BY FASTENERS IN THE BOTTOM OF THE FIRST COURSE. FRAMING NAIL 5/8" TO 3/4" UP FROM DRIP EDGE. WITH 8d NAILS. 1" OVERLAP Horizontal hardboard application details Illustration 17 UNDERCARRIAGE PROTECTION Any areas of the metal undercarriage of your home which become exposed to corrosion should be repainted or touched up. ANCHORING SYSTEM The following anchoring system is designed to resist the overturning and lateral. movement created by strong winds. Your home has been designed and constructed to withstand these wind loads when. anchored with frame ties only. The tiedown ' straps and ground anchors are not provided by the manufacturer as differing soil conditions require different anchoring systems. Several good systems are available through your dealer or installation contractor. The strap to frame attachment details are shown in Illustration 18 and the required frame tiedown spacing is shown in Illustration 19 and 20. The strap to anchor connection and the anchor installation method must be in accordance with the anchor manufacturer's installation instructions. Anchoring equipment shall be capable of resisting a minimum allowable working load of 3150 lbs. and shall be capable of withstanding a 50% overload (4725 lbs.) without failure of either the anchoring equipment or the attachment point on the home. Vertical straps may have been installed on this house. If so, it should be noted that the vertical straps are provided to supplement and not replace the engineered anchoring system. Under no circumstances should the diagonal anchoring straps be replaced by vertical straps. Straps must be type 1, finish B, grade steel strapping, 1 1/4" wide and .035 certified by a Registered Professional Engineer or Architect as conforming to D3953.91 Standard Specifications for Strapping, flat Steel, and Seals. 1 thick ASTM TO GROUND ANCHOR The following procedure should be used for installing the anchor system: 1. Thread straps through the buckle and around the I-beam at the proper locations. (See Illustrations 18, 19 and 20.) 2. Install ground anchors per the anchor manufacturer's instructions. Each anchor must be positioned so the final angle between the strap and the side of the home will be not less than 40 nor more than 60°. 3. If the terrain, I-beam location or pier height will not permit strap installation as described above, the following requirements apply: -for angles less than 400, install a second strap from the ground anchor to the I-beam on the opposite side of the section being secured. -for angles exceeding 600, move the anchor closer to the beam thus reducing the angle. 4. Attach the straps to the ground anchor tensioning device as per the anchor manufacturer's instructions. It is recommended that all straps be tightened only enough to remove the slack. Then, after all straps are installed in this manner, retighten each strap. 5. The strap tension should be rechecked periodically until pier settlement has stopped. The house must not be releveled without first loosening the tie down straps. After releveling, all straps must be retightened. Anchor should be certified by a professional engineer, architect or nationally recognized testing laboratory as to their resistance, based on the maximum angle of the diagonal tie and or vertical tie loading and angle of anchor installation and type of soil in which the anchor is to be installed. FLOOR JOIST MAIN I� I—BEAM W SECONDARY STRAP TYPICAL FRAME TIE PRIMARY STRAP STRAP TENSIONING DEVICE GROUND ANCHOR GROUND ANCHORS: —Shall have a minimum working capacity of 3150 lbs with the load applied at an angle (between the strap and vertical projection of the anchor) not to exceed 40'. — Should be installed to their full depth, and stabilizer plates should be installed to provide added resistance to overturning and sliding forces. Should be embedde y jjy�, rost line and at least 12" above, vt er ._ Tiedown strap details Illustration 18 18 e • ! • • C • Is • • JERALD W. k L •• `O •• �' iSTER EXPOSURE H2 HEIGHT Hl SIDEWALL PRIMARY T1/2 �2 STR STRAP ANGLE 1/2 SECONDARY STRAP ANCHOR STRAP If the angle between the primary strap and the side wall exceeds 600, move the anchor closer to the I—beam. If the angle between the primary strap and the side wall is less than 400. the secondary straD must he used MAIN I—BEAMS the maximum distance from the end of the house and the first anchor shall not exceed the smaller of 1/2 the maximum distance to the next anchor or 24". (MAXIMUM DISTANCE BETWEEN STRAPS) EXPOSURE HEIGHT 9'-0" 10'-0' 11 —0' 12'-0' 13'-0' 14'-0" 15'-0" 15 PSF WIND LOAD 11'-9" 10'-7" 9'-7" 8'-9" 8'-0" 6'-10" 5'-11" When determining anchor and strop spacing: —Use exposure height H 1 if the roof pitch is 200 or less. —Use exposure height H2 if the roof pitch is greater than 200.an ?'�,��-,,.,..,,,` +. "'• J oc oil •A Single section tiedown instructions JERALO W. K • • . • b a • . k • e •.4 Illustration 19 � '•P gF4996 0 �. 19 0—/ '/0NA 1001 m R// NED EXPOSURE HEIGHT H2 SIDEWALL ANGLE HI PRIMARY LE/2 STRAP 12 STRAP SECONDARY ANCHOR STRAP If the angle between the primary strap and the side wall exceeds 600, move the anchor closer to the I-beam. If the angle between the primary strap and the side wall is less than 400 , the secondary strap must be used. ET AREA. 1EIGHT E TIE - V THIS USE EXPOSURE HEIGHT The maximum distance from the end HI TO DETERMINE TIE- of the house and the first anchor DOWN SPACING IN THIS shall not exceed the smaller of 1/2 the AREA. maximum distance to the next anchor or 24". (MAXIMUM DISTANCE BETWEEN STRAPS) EXPOSURE HEIGHT 0 9'-0" 10'-0" 11'-0" 12'-0" 13'-0" 14'-0" 15'-0" 16'-0" 15 PSF WIND ZONEb 1 12'-1" 10'-10" 9'-10" 9'-0" 8'-3" 7'-8" 7'-1" 6'-8" When determining strap spacing. -Use exposure height H, if the roof pitch is 200 or less and the wall is n ,,,,; .�y�ffset area. -Use exposure height H2 if the roof pitch is greater than 20 or the wajjt` QJhTlb,�,T,_an offset area. Multi section bedown instructions Illustration 20• * • �..:...... IN L z JERALD W. • ..� 20 ° 49 • NAA ►•.iii // END ANCHORING FLOOR SYSTEM In addition to the anchors installed along the CROSSMEMBER side of the home, anchors are sometimes required MAIN at the ends of the home. Refer to the End I—BEAM Anchoring Tablebelow to determine if end anchors are required on this installation. If they are required, install the strap and anchor as shown in STRAP illustration 20a and use the End anchor placement STRAP detail to determine the proper location for anchors. TENSIONING DEVICE --\ LOCATE THE ANCHOR SO THAT THE FINAL ANGLE BETWEEN THE 0 o STRAP AND THE SIDE - 45 —50 WALL IS BETWEEN 450 AND 50°. GROUND ANCHOR End anchor installation detail illustration 20a END ANCHORING TABLE 15 PSF WIND LOAD HOMES WITH AVERAGE LENGTHS OF 45 FEET OR LONGER REQUIRE NO END ANCHORS. HOMES WITH AVERAGE LENGTHS LESS THAN 45 FEET REQUIPE TWO ANCHORS AT EACH END IN— STALLED AS SHOWN ABOVE. is SINGLE SECTION 0 ANCHOR PLACEMENT. End anchor placement detail illustration 20b KIM rFfi�� E OF T F'•'•; ?�G/ST' 1}'% ae 9' . ! T";0NA WB�,,t INTERIOR FINISH WALL JOINTS The interior walls of your home may be paneling, vinyl covered gypsum, painted textured gypsum or a combination of the three. Each of these materials must be properly finished off where joints occur after the sections have been properly positioned and fastened together. III NOTICE III Before finishing the walls, all gaps In exterior walls must be filled with fiber glass to prevent air Infiltration. If the interior walls of your home are paneling or vinyl covered gypsum, various types and colors of moldings have been shipped with the home for site installation. After filling all gaps in exterior walls with fiber glass insulation, install the molding using an appropriately sized finish nail or staple. The fastener should hold the molding securely in place but not cause splitting. Molding cutters or a fine toothed saw should be used to cut the material to the required length. A miter box and saw should be used to make angle cuts. MOLDINGUAIIUN MVLUING /-OR PANELING EXTERIOR SIDING Wall molding details Illustration 21 a 21 If painted textured gypsum was used on the interior walls, the joints should be finished to match the surrounding surface. This should be accomplished as follows: -Appy joint embedding compound along the joint. -Wipe off excess embedding compound and center reinforcing tape over the joint. (Reinforcing tape helps prevent cracks from appearing along gypsum joints.) -Apply additional compound to cover reinforcing tape. Allow the compound to completely dry. -Appy a second coat feathered about 2 inches beyond the edges of the first coat. -After the second coat is dry, lightly sand and apply a thin finishing coat to the joint. -After the finishing coat is dry, lightly sand and appy the appropriate texture. -Allow the texture to dry and paint as desired. III WARNING III Wear approved protective respirator when mixing powder or when sanding. CEILING JOINTS The ceiling will be a flat or Vaulted textured gypsum and an exposed beam may extend into the living space along the center of the home. III NOTICE III Before finishing the ceiling joints, all gaps between the two sections must be filled with fiber glass to prevent air Infiltration. If no beam is exposed, finish the joint according to the instructions for textured walls. If the center beam is exposed, the beam may be finished with paneling and molding (see illustration 21 b) or gypsum may be installed with the joints and corners finished with compound, tape and a cornerbead at the corners as previously described for wall joints. MATERIAL �W [\- PANELING PANEL��OUTSIDE STRIP CORNER MOLDING T MATERIAL IBEAM Ceiling trim details Illustration 21 b 22 CARPET On some homes, the carpet is shipped inside the home and must be installed after the home is erected. Professional. carpet installers should be used. Care must be taken that the 'grain' of the carpet always runs in the same direction. Carpet for clothes closets should be taken from the end of the roll or cutouts. All carpet should be cut from the back side. A straight edge should be used to mark the seam to be cut. The cuts should be made at right angle to the back side using a carpet knife or razor. Be sure to match the high and low areas of patterned carpet. All mill edges should be trimmed before joining for seam edges. Carpet seam tape should be used at all seams. Most carpeting will stretch after a short period of usage. Proper stretching of the carpet at the time of installation will minimize the latent growth. A power stretcher should be used for this purpose. The carpet pad should be cut to fit each area to be carpeted. The pad should be placed within 1/2' to 1' of the wall. The pad should be secured with small amounts of glue, tile paste, or staples to prevent movement as the carpet is being installed. UTILITY CONNECTIONS GENERAL All utility systems are tested as a normal part of the construction process. Because damage can occur as the home is being transported, it is mandatory that each system be re -tested after the final service connections are made. To insure that all applicable codes are met, licensed contractors should be engaged to install the utilities to the home and make sure all connections are made correctly. WATER SYSTEM The fresh water system of the home has been designed to operate at a maximum pressure of 80 p.s.i. The municipal water pressure must be checked before making this connection. If the pressure is greater than the allowable, a pressure reducing regulator must be installed between the city water line and the home. In addition, a 'full - flow" shut off valve (port or ball type) must be installed between the Regulator and the home. The valve is to be used to shut off the fresh water supply to the home and must be accessible from outside the home without having to remove any skirting or crawling beneath the home. If the home is located in an area where the home is subjected to freezing temperatures, all exposed pipes must be protected from freezing. This can be accomplished by wrapping the exposed pipes with insulation or electric heat tapes. An electrical outlet has been placed underneath the home adjacent to the water inlet pipe for this purpose. Only heat tapes designed for use in mobile homes should be used. If the home is designed with plumbing systems on both halves of the home, crossover connections will have to be made. The Set -Up Kit will contain two flex lines approved for use with water systems. The flex lines are to be connected to the pipes extending through the bottom covering close to the center line of the home as shown in Illustration 22. The hot water lines are identified with red paint. The water lines of some models are constructed with polybutylene plumbing pipe. When this material is used, a sufficient length of pipe is provided to allow the crossover connection to be made without the need of extra flex lines. Couplers and flare nuts are provided and are to be connected in the normal manner. The exposed pipe used for the crossover (either type) must be wrapped with insulation or heat tape to prevent freezing. 23 If the home is to be left without heat in a cold climate, the water lines must be cleared to prevent possible freezing and damage to the piping system. This may be accomplished by opening all faucets and applying air pressure to blow out the lines. If the home is equipped for an optional solar hot water heater, the solar collectors shall be field installed per the collector manufacturers installation instructions. HOT WATER PAINTED RED ••v WI�NSULATE FLEX CONN. :�4k T -UP KIT E%POSED LINES Water line crossover detail Illustration 22 WATER SYSTEM TEST PROCEDURE - The water piping system should be tested with air pressure or water. The water heater tank must be disconnected from the system If air pressure Is usedlll The recommended test procedure is as follows: 1. Attach the pressure source and gauge to the inlet pipe of the home. (Disconnect water heater tank If air pressure Is usedl) 2. Pressurize the system to 100 p.s.i. and then isolate the pressure source. 3. The system must hold the pressure for 15 min. without loss. 4. If pressure loss is noted, the leaks must be located and repairs made. Use a soap solution to locate leaks when testing with air and visually inspect when testing with water. 5. Repeat procedure until required pressure and time requirements are met. DRAINAGE SYSTEM The sanitary drain lines of the home have been designed to discharge from a single point into the municipal sewer or septic tank feeder line. In most models, all of the plumbing has been assembled, and only the connection from the 3' discharge to the sewer service line must be made. If plumbing facilities are located on both halves of the home, then a crossover line must be installed. A flexible neoprene or ABS coupler is provided in the Set -Up Kit for this purpose. (See Illustration 23) FLOOR JOIST :_I -BEAM STRAP COUPLER RAI. LINE Drain line crossover detail Illustration 23 Due to the location of the bathrooms on some models, it is not possible to assemble the drain line inside the floor cavity. On these models a portion of the drain line must be installed during set-up. When site assembly is required, all pipe and fittings must be installed according to the RADCO approved drain line schematic specifically designed for this home and provided with the Setup Manual. All materials needed to complete this installation are included with the ship loose parts supplied in the home. The following instructions must be followed in completing the drain lines: Check all piping and stub -outs to insure that the ends are clean and free of burrs. All solvent welded connections should be made according to the instructions provided by the manufacturer of the cement. All pipe shall be inserted the full depth of the socket fitting. Assembly of the field installed portion of the DWV system should begin at the most remote end and work toward the outlet. All cleanouts shall be accessible with a minimum unobstructed clearance of 12 inches directly in front of the opening. Each cleanout fitting shall open in a direction opposite the flow or at right angles to the pipe. The grade of the drain line must be at least 1/4" of fall for each 12" of run unless otherwise noted on the DWV schematic included with this manual. When the assembly is complete, the permanent drain line supports shall be installed at maximum 48" o.c. See Illustration 24 for suggested methods of drain line support installation. The completed DWV system shall be subjected to a flood level test as required by section 3280.612(b)(3) of the Federal Manufactured Home Standards as follows: The home shall be in a level position, all fixtures shall be connected, and the entire system shall be filled with water to the rim of the toilet bowl. (Tub 24 and shower drains shall be plugged.) After all trapped air has been released, the test shall be sustained for not less than 15 minutes without evidence of leaks. Then the system shall be unplugged and emptied. The waste piping above the level of the toilet bowl shall then be tested and show no indication of leakage when the high fixtures are filled with water and emptied simultaneously to obtain the maximum possible flow in the drain piping." JOISTS 2 16 GAGE STAPLES 1 x3 LUMBER J EACH END (7/16"x2")/J\ MINIMUM 2x3 LUMBER J GALV. OR ALUM. STRAP 2 STAPLES EA SIDE DRAIN PIPE Typical outside drain assembly Illustration 24 GAS SYSTEM Connections The gas piping system for homes equipped with gas burning appliances are designed to operate at pressures not to exceed a 14 inch water column (1/2 p.s.i.) and not less than a 7 inch water column (1/4 p.s.i.) A pressure regulator capable of maintaining these allowable pressures must be installed in the event the municipal pressure is greater than the allowable. If the home is constructed with gas appliances on both sides of the home, it will be necessary to install the gas crossover flex line before the piping system is connected to the supply line. An AGA approved gas flex line equipped with a "Quick -Disconnect" coupler has been provided in the Set -Up Kit, if required. The direction of gas flow is noted on the coupler. It is essential that these directions be followed: (See Illustration 25) NOTE -Inlet and crossover connections should be made by an authorized or licensed gas serviceman. -Each fitting and appliance should be checked for gas leakage by qualified service personnel - after all connections have been made. (See Gas Test Procedures) FLOOR JOIST l LACK PIPE . ADAPTER f FLEX LINES \OIJICK DISCONNECT Gas line quick disconnect Illustration 25 III CAUTION III Check all gas appliances to Insure they are setup for the type of gas being supplied (le Natural or Liquid Petroleum Gas). Conversions, when necessary, must be made by qualified personnel. All conversions must be made in accordance with the Instructions provided by the appliance manufacturer. Gas System Test Procedure The gas piping system should be retested before the system is placed in service. It is essential that qualified personnel perform this test in order to insure safe operation of all gas appliances. Many gas utility companies (and often will conduct this test) that the system be pressure tested before connecting to the gas meter. The recommended test procedure is as follows: III CAUTION III -Do not apply pressures greater than 0.5 P.S.I. -Do not use soap solutions containing ammonia on brass fittings. 1. Open the shut off valve to each appliance. 2. Apply a pressure of 0.25 to 0.50 p.s.i. Use a pressure gage calibrated in 0.1 psi increments to measure pressure. 3. Apply a soap solution to all fittings and flexible connectors while visually inspecting for leaks. 4. Eliminate any leaks that are found and continue testing until all fittings and connectors pass. HEATING SYSTEM There are three basic types of downflow forced air heating systems used in the construction of Fuqua Homes. Each system requires the installation of one or two insulated flexible ducts during set-up. The appropriate number and size of ducts are provided with the home. If additional flex -duct is 25 required, it must have a minimum R-4 insulation value and a continuous vapor barrier with a perm rating not more than 1 perm. Collars, on which the flex -ducts are to be connected, have been properly placed to the underside of the primary ducts at the time of construction. The flex -ducts are to be installed by first removing the protective tape covering the collars, then placing the 'screw - clamps' over the connecting flanges. The screws should be sufficiently tight to prevent air leakage but not to the point of 'buckling" the collar. Illustration 20 shows the three systems requiring this procedure. Exterior crossover ducts must be securely strapped to a floor joist or chassis member at maximum 48. O.C. A minimum 4 inch ground clearance must be maintained. In older to maintain the proper ground clearance, the circular flex duct may be compressed to an 80 oval. It may also be supported by concrete blocks or pressure treated pads. See Illustration 26. Heat duct crossover systems Illustration 26 ELECTRICAL SYSTEM Power supply The electrical system of your home is designed to be connected to a 120/240 volt power supply rated between 100 and 200 amperes. The conductors connecting the electrical distribution panel (breaker box) and the service equipment (meter base and/or breakers) are called feeders. An adequately sized power supply at the meter must be available at the site. A power supply that is too small may result in premature equipment failure and/or nuisance tripping of the breakers. The proper rating for the power supply can be located on the breaker box and on a tag located outside by the feeder or service entrance. Feeder wire and junction box In order to select the proper size feeder wire and junction, box, determine the correct size power supply as described above and refer to the Electrical feeder and Junction Box Size Table below. These values are based on an ambient temperature of 86° F and do not take voltage drop into consideration. Four insulated feeder conductors are required, one of which must be a grounding conductor. The feeder conductors may extend upward and feed through a mast or weatherhead or they may extend down and connect through a junction box selected from Electrical Feeder and Junction Box Table shown below. If a masthead is used, it may be located above or below the roof overhang. If it extends above the roof, allow a minimum of 8 feet clearance above all points where the conductors pass over the roof. There are two exceptions to this rule. 1) If the roof has a minimum slope of 4 in 12 or greater, the vertical clearance may be reduced to 3 feet. 2.) If no more than 4 feet of service -drop conductor pass above the roof overhang and the conductors terminate at an approved support, the vertical clearance may be reduced to 18 inches. A minimum clearance is also required between the final grade and the service conductors. This dimension varies from 10 to 18 feet depending on the type of traffic anticipated below the service drop. (See the National Electric Code for additional information.) Whenever practical locate the service head above the point of attachment of the service -drop conductors and make them raintight. If a raceway extends from the distribution panel to the underside of the home, an approved junction box or fitting must be used to connect to the supply raceway. The junction box or fitting and the feeder conductors are to be supplied by the installer or owner. Install the properly sized conductors from the distribution panel to the service entrance. All conductors must be buried to meet minimum burial requirements outlined in the National Electric Code. Conductors emerging from the ground must be protected to a minimum depth of 18 inches and at least 8 feet above the ground or to the point of entrance into the home. Grounding All feeder connected homes must be properly grounded through the grounding bar in the distribution panel. The neutral bar shall not be grounded. This safety requirement will help protect the occupants from electrical shock. The grounding shall be accomplished by attaching the feeder ground wire to the grounding terminal in the distribution panel and to a suitable ground at the service entrance (meter base). If the meter base is located on the home, a grounding conductor, (continuous length of #4 copper minimum) must be connected to an approved grounding electrode. The grounding electrode should be an 8' length of 1/2" diameter copper rod or 3/4" diameter galvanized steel pipe. The electrode shall be driven into the ground at least 12" below the surface and 2' away from the foundation or buried horizontally at least 30" below the surface. The grounding conductor must then be connected to the grounding electrode with a grounding clamp and cover. 26 Electrical Feeder and Junction Box Size Table MINIMUM SIZES FEEDER WIRE TYPES (AWG) AND SIZES (AWG) RH - RHH - RHW - TWH - THWN - THHN - XHHN FEEDER AND MAIN JUNCTION CONDUIT CONDUCTORS NEUTRAL GROUNDING BREAKER BOX SIZE RED OR BLACK WHITE BARE OR GREEN SIZE (INCHES) (INCHES) COPPER ALUMINUM COPPER ALUMINUM COPPER ALUMINUM 100 AMP 10 X 10 X 4 1 1/4 # 4 # 2 # 4 # 2 # 4 # 2 150 AMP 10 X 12 X 4 1 1/2 # 1 2/0 # 1 2/0 # 1 2/0 200 AMP 12 X 12 X 4 2 2/0 47T-7210 4/0 2/0 4/0 26 METER BASE SERVICE EQUIPMENT M m e e ID m I co I r� r� 121 121 � wci�om c LINE �I� TERMINALS 121 L12 r- 121- CONDUIT SERVICE ENTRY (SEE TABLE) Test Procedures #4 COPPER GROUND TO APPROVED GROUNDING ELECTRODE SYSTEM. MAIN BREAKER NEUTRAL BUS - NOT BONDED TO ENCLOSURE Electrical connection details Illustration 27 The electrical tests should be performed only after all interior and exterior trim installations have been made. All electrical tests should be performed by qualified licensed electricians only. Use only approved testing equipment for these tests. CAUTION The electric water heater circuit must be turned off or the tank must be filled with water before power Is supplied to the distribution panel In order to avoid heating element failure. The recommended test procedures are as follows: . A. Continuity check: 1- Continuity - 110/220 Volt AC. The grounding continuity test must be performed before the feeder conductors are connected. 2- Connect one clip of a flashlight continuity tester to a convenient ground (galvanized water line, metal skin, etc.) and touch the other clip to each fixture canopy. The continuity light should illuminate if the fixture is properly grounded. 27 DISTRIBUTION PANEL (WITH ISOLATED I Cid I L _ J CONDUIT WITH FEEDER CONDUCTORS EQUIPMENT GROUNDING BUS CHASSIS GROUND 3- Repeat this test for direct wired appliances and fixtures. 4- Any defect noted must be repaired and retested before electric service is connected. B. Polarity and operational check: 1- (Perform after the electric service has been connected.) The home is to be tested for reversed polarity, open grounds and shorts by plugging a circuit tester in each receptacle in the home. 2- The cause of any defects should be found and repairs made. 3- Install light bulbs in all fixtures and check for proper operation by turning on the appropriate switch. 4- Repair or replace any fixture or switch that fails to function properly. C. Ground Fault Circuit Interruption check: 1- Make certain that each receptacle requiring GFCI protection is on the correct circuit. 2- Check each ground fault interrupter device by pressing the test button. 3- Replace any GFCI device that does not function properly. Crossover Connections The primary junction boxes, in which the crossover connections are to be made, are located at the rear centerline underneath the floor. Due to specific electrical requirements of some floor plan designs, additional crossover junction boxes may be placed along the center- line of the home. Also, any of the four crossover methods shown may have been used. The conductor connection requirements are the same for each method. For specific instructions for completing each type of crossover, see Illustration 28. Crossover connection details -Illustration 28 28 1. Remove the junction box cover on the utility '�-HALF a -HALM half and install the conduit and conductors provided between the boxes. (See Illustration) 'CROSSOVER CONNECTOR JUNCTION SOX JUNCTION SOX 2. Connect color coded conductors using properly sized connectors. 3. The junction box must be provided with an D ND approved grounding clip or lug. i GROUND 4. Replace and secure junction box covers. COLOR CODED WIRES MULTIPLE CIRCUITS 116 VOLTS , ON ESO VOLTS 1. Remove inspection panel and junction box cover plate to reveal cables. 2. Insert cables 'from secondary half into TYPICAL BRANCH CIRCUIT CONDUCTORS PROM "'°'P. 00 61"T" junction box located on the opposite half. OIGTRIWTg11 PANEL OR NITA IC NOMM! ALIC LOCATION 3. Connect the color coded wires with properly }BOX sized connectors. wIR. PULLED TNRU OSL69" NI Fl 4. If the junction box is metallic, attach ground wire to box with approved grounding clip or lug. E14* DEEP DADO IN RIM RIIGr P10 GA. MBG WINE MOTOCTORB I 5. Secure all cables to structural members1 within 12" of the junction box. rww000 Aeeau PANELS rAGTaN[D S TO FRAMING WITH BCIIEWG 6. Replace insulation and reinstall the cover plate and inspection panels. "ONMETALIO JUNCTION max 1. Remove exterior wall close-up material. NCR ►AN[L PAIMIL T'°" 2. Pull conductors from 13 -half and thread through junction box in A -half. - - - - - 3. Move inside house and connect color coded conductors using property sized connectors. 4. Make sure wire protectors and insulation"are in place and replace wall close-up material. .1. GA r.0 WIRE .RDTaoTDR. 1. If an AMP cable connector is used: LOCKING TAB ' - a. Orient the connectors so the mating ends align with each other as shown. LOCKING LATCH b. Slide the connectors into each other until the locking latches engage the locking '• tabs. I~ ' 2. Make sure insulation is in place and replace close- up material. 1 MATCHING rACBG Crossover connection details -Illustration 28 28 FIREPLACE AND APPLIANCE INSTALLATION FIREPLACE INSTALLATION When an optional fireplace is installed, the installation will be complete except for the chimney and combustion air ducts. Both Items must be finished before the fireplace can be used. Chimney - Before installing the chimney, remove all weather -protecting materials covering the exhaust stack and view inside of the exhaust chimney and be sure to remove any foreign material before continuing. All of the parts required to complete the chimney installation have been shipped with the home. Installation instructions for the chimney are provided by the fireplace manufacturer and are placed either inside the fireplace or with the box of parts. Combustion Air Ducts - The combustion air for the fire chamber must be drawn from outside the home. This serves a dual function of maintaining clean air in the home and preventing cold air from being drawn into the home through openings, around windows and doors thus making the fireplace a more efficient heating unit. When this home was built, the combustion air ducts were terminated just beneath the bottom covering of the floor. If the home is installed over a crawl space or basement or skirting is installed after the home is set up, these ducts must be extended to a point outside the enclosed area under the floor of the home. Due to the variety of field conditions encountered, the ducting and connectors are not supplied by the manufacturer, however they may be purchased from your local hardware store. Installation instructions detailing this work are provided by the .fireplace manufacturer and are placed either inside the fireplace or with the box of chimney parts. FURNACE ROOF JACK CROWN ASSEMBLY The furnace roof jack crown assembly for this home may have been shipped loose in order to comply with transportation requirements. If this is the case, a warning tag will be attached to the fuel supply line, the furnace and the furnace thermostat. The crown assembly must be installed before placing the furnace in operation. The roof jack crown assembly and instructions for installation are located inside the home. 29 RAIN CAP SEE FIREPLACE MFG. �-- �-- INSTALLATION INSTRUCTIONS SPARK ARRESTOR FOR MIN. ROOF CLEARANCES -- •-- CHIMNEY CAP ADAPTOR i _1-TRII WALL PIPE STORM COLLAR FLASHING COMBUSTION AIR DUCT TO OUTSIDE WALL / BASEMENT OR CRAWL SPACE a Fireplace installation details Illustration 29 CLOTHES DRYER EXHAUST VENT Most homes are designed and constructed to accommodate a clothes dryer. If your home is so designed, an opening has been provided in the exterior wall or through the floor for the installation of the exhaust duct. To properly complete the construction, the protective shipping covers must first be removed; then follow the instructions provided by the appliance manufacturer. Illustration 30 shows the most common installation procedure. CAUTION All moisture -lint exhaust ducts must terminate outside the home to prevent excessive amounts of moisture accumulation under the home or Inside the walls, roof or floor. FLOOR INSTALLATION WALL INSTALLATION FLOOR EXT. WALL EXT. CAULK PATCH WALL PATCH WALL )XT VENT -FLOOR I PIPE \ JOIST . I WALL I - - - - - - - WALL FLOOR PATCH JOIST PLYWOODJ PATCH / SKIRTING SKIRTING FIELD INSTALL THRU SKIRTING Clothes dryer vent Illustration 30 SKIRTING/VENTILATION. Skirting is strongly recommended. It reduces the circulation of cold air under the home where the heat ducts and plumbing are generally located. The installation of skirting should be considered necessary to prevent plumbing from freezing if the home is installed where temperatures fall below 25° f. for any prolonged period. Wood, metal, or other common siding materials may be used for skirting. If wood products are used, it is essential that the material be properly treated to prevent deterioration from moisture. If the home is to be located in an area that is known to contain termites;or other wood eating insects, then adequate measures must be taken to protect skirting material as well as the underside of the home. Any commercial pest control company can recommend the treatment best suited for your particular locale. Skirted homes with recessed entries, porches or decks, which permit water to pass through the flooring must have skirting or a foundation wall between the entry, porch or deck and the rest of the home to prevent water from draining under the home. When skirting is installed, the area under the home must be, vented to minimize the accumulation of moisture. The required venting should be accomplished by the installation of vents having a net free area of at least 1 sq. ft. for each 150 sq. ft. of floor area of the home. The vents should be equally (approximately) spaced along each side and the ends of the home with vents located near the comers. This arrangement should provide good cross ventilation. The vents should be of a corrosion resistant material. At least one access panel, min. 18 in. x 24 in., should be installed in the skirting to allow adequate space for access to the under side of the home. Additionally, the area around the home should be properly graded to provide runoff of excess moisture. 100 AIR CONDITIONER INSTALLATION ***CAUTION*** All electrical connections made to energize the air conditioning equipment should be made by a licensed electrician. The complete installation must conform to Article 440 of.the National Electric Code and applicable local codes. Branch circuits installed at the factory for the purpose of energizing air conditioning equipment will have a junction box located on the bottom side of the home. A data plate will be placed on the side of the home adjacent to this box, outlining the maximum full load ampere draw for the indicated branch circuit. In installing air conditioning equipment, it must not exceed the indicated circuit rating. "A' coil air conditioning units installed must be listed for use with the furnace in this home, and the instructions shipped with the air conditioner should be closely followed in making the installation. When the electrical connection is made via a junction box beneath the home, the field installation Wring beyond the junction box must incorporate a fuse disconnect (size in accordance with NEC Article .440) located within sight of the condensing unit. The maximum fuse size to be used with the fuse disconnect is marked on the condenser data plate. The acceptability of the air conditioning equipment, the rating, the location of the disconnect, the branch circuit protection, and the connections to the equipment are to be determined by the local inspection authorities. EVAPORATIVE COOLER . NOTE: The electrical connection must be made only by qualified personnel. On models equipped for installation of optional evaporative cooler, install the roof mounted cooler according to the instructions with the cooler. Remove the cover from roof mounted junction box and make the connection of the color coded wires using properly sized connectors. (See Illustration 30). NOTE: Coolers rated between 12 and 16 Amps to be Installed on 20 Amp circuit. Coolers rated at 12 Amps or less are to be Installed on 15 Amp circuit. WEATHER PROOF JUNCTION BOX LOCATED ON ROOF OF HOME e • , ROOF JACK e \e o Evaporative cooler connection Illustration 31 31 EXTERIOR LIGHT CONNECTION Remove Junction Box cover. Make color coded wire -to -wire connections using wire nuts appropriately sized for connection. (See Illustration 32). Secure light fixture to Junction Box. Furnish bulb and attach globe. EXTERIOR LIGHT FIXTURE GLOBE JUNCTION BOX GROUND CONNECTOR COLOR CODED WIRE NUT WIRES Exterior light connection Illustration 32 Some fixtures have conductors that are not coded black and white. In this is the case, examine the conductors closely for 'tracers', (markings used to distinguish one conductor from another). The conductor that has the 'tracer' must be connected to the white conductor. FINAL INSPECTION GENERAL After your Fuqua home has been completely set up, it should be professionally inspected for transit and set-up damage and to insure that nothing has been overlooked which could cause a service problem. Special emphasis should be placed on the following items: EXTERIOR.SIDING- & TRIM .. A thorough check should be made of all portions of -the exterior siding to make certain that it is not cracked, split, buckled, or loose. Any siding observed to be in this condition should be repaired or replaced. All fasteners that are loose should be retightened or replaced. . All decorative trim pieces or molding strips, including J -rail or molding along the edge of the roof, should be checked to make certain there are no gaps or voids in the sealant tapes or caulking material.. If any such places are observed, they should be. released. ROOFS , - The roof should be checked to make certain that all flashings are in place and properly attached and sealed. If you home has a metal roof installed, it should be inspected for any signs of cracks or holes. In the event your home has a composition roof, the shingles should be checked for proper attachment, making certain that none are loose or have been displaced during transit. 0 III CAUTION III On metal roof applications, the roofs do not have a solid sub roof material. If It Is necessary to walk on the roof for repairs or Inspections, plywood sheets or boards should be used to distribute your weight over several rafters. If required to step directly on the metal roof, care should be taken to avoid placing your weight directly between rafters. You should always attempt to step directly on top of a rafter. If this Is not done, the seams on the metal rood could be damaged. CLEARANCES If there are any low -hanging trees or bushes adjacent to your home which could damage the exterior or the roof, they should be trimmed as necessary. Future growth of these bushes or trees should be considered as well as their possible movement during wind conditions or under snow or ice loads. OPERATIONAL CHECK Make a complete final check of all components to insure that all are operating properly. This includes all swinging and sliding doors, drawers, windows, electric circuits, appliances, exhaust fans, smoke detectors, .ground fault circuit breakers, etc. Check the operation of sinks, bath tubs, shower stalls, washer connections, and all heat registers. Adjustments should be made where necessary. RELOCATION THIS HOME SHOULD ONLY BE MOVED BY A PROFESSIONAL MANUFACTURED HOUSE MOVER. If you find it necessary to move your home, the following items must be checked closely: Obtain the' roof load, wind load and temperature zone requirements at the new destination. If the requirements are greater than specified on the compliance certificate of your home, the home should not be moved to the new destination as modification costs will most likely be prohibitive. If you are uncertain, a competent manufactured home mover, the dealer or the manufacturer should be contacted to ensure your home meets the new requirements. If tires and/or axles have been removed, they must be replaced with minimum 6000 Ib. rated axles and 3000 Ib. rated tires. On axle assemblies, the condition of the bearings and brakes must be checked and repaired if necessary. Tires must be checked for proper inflation, minimum 1/160 tread and checks and splits. 2x6 diagonal shipping braces must be secured at the front and in the axle area after the units have been separated. * Ridge beam supports must be placed at maximum 8' O.C. in open areas. * Appliances must be secured to prevent movement during transportation. * Dust caps must be placed on the ends of all pipe connections. * Any home that is stored more than 15 days must be blocked to prevent excessive deflection and possible structural damage. The blocks must be placed under each I -Beam at the rear of the home and midway between the axles and hitch. Remember, this home was designed to be transported with only minimal contents. If additional furniture, personal belongings, set- up materials or other items are stored in the home during'transit, substantial damage may result. This damage is not covered under the warranty. III CAUTION III Do not store Items In this home which were not originally shipped In the home If It Is being moved. Additional weight during shipment will result In transit damage. The National Mobile Home Construction & Safety Standards Act is administered by the Department of Housing & Urban Development (HUD). Any questions concerning the Act or consumer's rights under the Act, should be directed to H.U.D. In order to contact H.U.D., you should refer to the Department of Housing and Urban Development under listings for the U.S. Government in your phone book. Your letter or call should be directed to the "Consumer Complaint Offices" in the local H.U.D. or F.H.A. office. The central H.U.D. office may be contacted directly by writing or calling the Mobile Home Standards Division, Department of Housing and Development, Washington, D.C. 20410. (Telephone: 202/472-4703). �K FUQUKHOMES �etteY Idea IA FUQUA HOMES, INC., 7100 SOUTH COOPER, ARLINGTON, TEXAS 76001 3-08 (7-1-97) DEPARTMENT OF HO,_ SWIG AND COMMUNITY`DEVELOPMENT �ovs�N� quo DIVISION OF CODES AND�'�i "ARDS • © "' Z NORTHERN AREA OFFICE p 8911 Folsom Blvd. W SACRAMENTO, CA 95826 3� 4 (916) 255-25Q1 G O FAX (916) 255-2535 ��' DE*4 From TDD Phones: 1-800-735-2929 From Voice Phones: 1-800-735-2922 November 16, 2004 RADCO, INC ; 220 East 59' Street Long Beach, CA 90805 Attn: Fredric T. Katakura RE: Foundation Standard Plan Approval (SPA) SPA 90-4F Dear Sir's: The purpose of this notification is to issue you an expiration extension for the above noted foundation SPA. Effective immediately for .SPA 90 -4F the expiration date has been extended: Applicant: Manufactured Housing specialties • 354 Lone Tree Road Oroville, CA 95965 Design Engineer: SPA Number: New Expiration Date: Fredric Katakura DBA: Radco, Inc 3220 East 5`" Street Long Beach, CA 90805 SPA 90-4F February 1, 2005 If you have any questions regarding this notification you may contact me at (916) 255-2501. Sincerely, AanFitz gerald Northern California Field Operations Administrator 11 CC: Manufactured Housing Specialties File SPA 90-4F 4 F P R0 V .f" TYPICAL INSTALLATION PERSPECTIVE - NOT TO SCALE )WER WALL STEM WALL FOOTING CTF►1 Wel I CYVYTNJr POWER WALL BEARING & BRACING PANEL FOOTING V i `IMA 4 014- 3Y11 s LOING DEPAR1`M - MR aw PBVI Pl�l 1L#/"r FJ SEE BRACING PANEL TABLE FOR QUANTITY. BEARING TYPE FOOTING UNDER ALL BRACING PANELS. SEE BRACING PANEL TABLES FOR PANEL LENGTH AND TYPE AT EACH CORNER IN EACH DIRECTION. TOTAL BRACING PANEL LENGTHS FROM THE 2 CORNERS MAY RF COMRINFn T41FAi nllnncn eunr..n PANEL TABLES -------------------------------------TRANSVERSE DIRECTION - I W f::".,.�B�RACING -------------1---------------I--------------I---------------I WHOUSE IND. OF INTERICIRIMIN EA CORNER I1 LENGTH I PANELS 110 psf Roof LLII00 psf Roof LLI 1-------------I--------------- I------------' -------- I 0' TO 10' I NOT REDD 1 .5'- TYPE C I FULL LENGTH -------------I---------------I -------------- I --------------_I W W 141' TO 18' 11- TYPE C 1 5'- TYPE C I FULL LENGTH 1 JI-------------I---------------I--------------I---------------I J NR 149' TO 60' 1 2 - TYPE C 1 5'- TYPE C I FULL LENGTH I NR _------------ I --------------- I-------------- I_______________1 V 161' TO 68' 1 2- TYPE C 1 6'- TYPE C I FULL LENGTH I Z ------------- I --------------- I-------------- I --------------- I N 169' TO DO- 1 2- TYPE C 1 7'- TYPE C I FID,L LENGTH 1 N I_ ------------ I--------------- I-------------- I_______________I I LONGITUDINAL DIRECTION I 1-------------I--------------- 1-------------- I---------------1 I 0' TO 56' 1 NOT REOD 1 4'- TYPE C I FULL WIDTH 1 I------------- I--------------- I-------------- I --------------- I 1 57' TO 80' 1 1- TYPE C 1 6'- TYPE C I FULL WIDTH I ------------- I--------------- I-------------- I_______________I 1------------------------------------------------------------I W i--------- ____I ___ ---TRANSVERSE-DIRECTION__--I- I W Q ______________I I HOUSE IND. OF INTERIORIMIN EA CORNER I 1 Q I LENGTH I PANELS 110 psF Roof LLI100 psf Roof LLI ___1_____________I____________ I --------------- I 1 0' TO 40' I NOT REDD 1 6'- TYPE C I FULL LENGTH I W1-------------I---------------I--------------I---------------I W JM i-41_— - TO36_--i_--NOT_RE00----i- B_--TYPE-C-_;--FULL-LENGTH--i J W 157 TO 72 1 NOT REDD 1 10'- TYPE C I FULL LENGTH I I_ __ I ______I I _____ _____ _______________ I O I- 1 0 173 -TO 80 I NOT REDD 111 - TYPE C FULL LENGTH I O ---------I---------------1--------------1---------------I Q 1 LONGITUDINAL DIRECTION I _II_______________G ______________ I_______________I I SAME REQUIREMENTS AS FOR TRANSVERSE I I_____________I___________ I______________ I_______________I ------------------------------------------------------------1 1 TRANSVERV DIRECTION I W------------- I__ ------------- I-------------- I --------------- I Q 1 HOUSE INE). OF INTERIORIMIN EA CORNER I 1 W I LENGTH I PANELS 140 psi Roof LLI/00 psf Roof LLI 0 I -------------I --------------- I-------------- I --------------- I I O' TO 40' 1 NOT REOD 1 8'- TYPE C I FULL LENGTH I W 1----- -------- I---------------I-----------------------------_I 111' -TO 52' I NOT REDD 1 l0'- TYPE C 1 FULL LENGTH I W 1------------I---------------1-------------- I ---------------I 153' TO 60' 1 NOT REOD 1 12'- TYPE C I FULL LENGTH I •J iA- 1-------------1---------------I--------------I------------- 161' TO 72' 1 NOT REDD 1 14'- TYPE C I FULL LENGTH 1 y- 1-------------1---------------I--------------1---------------I li 173' TO 80' I NOT REDD 1 16'- TYPE C I FULL LENGTH I F1-------------I---------------I--------------I---------------I r LONGITUDINALDIRECTION I I -------------I----------- I --------------1--------------_I I SAME REQUIREMENTS AS FOR TRANSVERSE I SHEAR ELEMENT TYPES TYPEA B 1-----------------------I--------I--------1--------1 IElenent Type I A I B TYPE B I C I 1 -----------------------I--------I--------I--------I SHEAR ISides Sheathed 1 I I 1 I I ELEMENTS I 1 ----------------------- I--------I--------I---'----I NOT USED IFrnning Width At Ends 1 2 x 4 1 2 x 4 1 2 x 4 1 INTHIS I-----------------------I--------1--------I--------I DESIGN. (Edge Nailing -1 6' a/c 1 4' o/c 1 3- o/c I - --o/c)-- 1--------------I--------I-------------- 10 I Anchor Spnc Ing C 1---n 0--I I 49.0 I 34.0 I126.I THIS PERMANENT FOUNDATION SYSTEM IS DESIGNED FOR USE WITH WD LABELED MANUFACTURED I A35F Spnc 1 ng (i n o/c) 1 25.0 1 17.0 1 13.0 I 1-----------------------I--------I--------I--------I 1,000 (LTP4 Spacing (in o/c) 1 32.0 1 22.0 1 17.0 1 I----------------------- I-------- I-------- I -------- I 15 16 17 le 19 20 21 22 23 24 25 4 131 COINER DETAIL ISOMETRIC - NOT TO SCALE DRAWING NOTES 121 FINISH GRADE CONCRETE; FOOTING. WHERE THE SURFACE OF THE GROUND SLOPES MORE THAN I FOOT IN 10 FEET,IPROVIDE STEPS IN FOOTING TO INSURE THAT THE BOTTOM OF THE FOOTING IS LEVEL. BOTTOM OF FOOTING TO BE BELOW THE FROST LINE (IF ANY) LOVER FOOTING, WHERE US., -D. MAY BE POURED SEPARATELY OR BE POURED TOGETHER WITH STEM WALL 1/2' DIAMETER ANCHOR BOLT WITH 4' MINIMUM EMBEDMENT INTO CONCRETE. SPACE ANCHOR 611LTS AS SHOWN IN THE SHEAR'ELEMENT TYPES TABLE WITH ONE BOLT WITHIN 6- Or EACH I:ND OF THE BOTTOM PLATE. PRESSURE TREATED 2.4 SPRUCE PINE FIR BOTTOM PLATE (MUD SILL). 3/8' 2:/:) RATED SHEATHING OR 5/8' APA PANEL SIDING SECURE SHEATHING TO FRAMING VITH 801 COMMON OR GALV. BOX NAILS SPACED AT THE PLYWOOD EDGES AS SHOWN IN THE SHEAR ELEMENT TYPES TABLE. FASTENER SPACING AT INTERMEDIATE FRAMING MEMBERS TO BE 12' 0/C. (ALT.- USE 07 FLAT HEAD WOOD SCREWS WITH A MINIMUM PENETRAT!UN INTO THE FRAMING OF 1-1/8' IN LIEU OF NAILS.) 2x4 SPRUCE PINE FIR STUDS R 16' O/C MAXIMUM 2x4 SPRU(IE PINE FIR TOP PLATE. - NOT US::D - CONVENTIONAL STEEL OR CONCRETE SUPPORT PIER ON WOOD OR CONCRETE FOOTING PAD. PLACE PWRS AS SPECIFIED IN THE MANUFACTURED HOME INSTALLATION INSTRUCTIONS. AS BUILTSTEEL CHASSIS BEAM OF THE MANUFACTURED HOME. AS BUILT ,STEEL OUTRIGGER OF MANUFACTURED HOME. WHERE OUTRIGGERS EXTEND OVER ToP,pF PERIMETER WALL, THE TOP PLATE OF THE FOUNDATION WALL MAY BE CAREFULL'( NOTCHED ARGUND THE OUTRIGGER. WHERE THE TOP PLATE IS NOTCHED FOR MORE TM•A11 507. OF ITS DEPTH, APPLY A 2x4 BLOCK DIRECTLY UNDER THE NOTCHED TOP PLATE TO EXTEND AT LEAST 6' EITHER SIDE OF THE NOTCH AND FASTEN TO NOTCHED PLATE. AS BUILT FLOOR RIM JOIST OF THE MANUFACTURED HOME. AS BUILT FLOOR SHEATHING OF THE MANUFACTURED HOME 24' LONG INTERIOR TRANSVERSE BRACING PANEL UNDER HOME. SECURE BRACING PANEL TO A FLOUR JOIST AS SPECIFIED IN THE INSTALLATION INSTRUCTIONS ON THIS SHEET. WHERE FAIIEL IS CUT FOR A CHASSIS BEAM, INSTALL ONE 2x4 STUD DIRECTLY ON EACH SIDE OF THE CHASSIS BEAM AND A 2x4 BLOCK DIRECTLY BENEATH THE BEAM BRACING PANELS TU BE INSTALLED ON A BEARING TYPE FOOTING. SECURE END STUD OF INTERIOR BRACING PANEL TO STUD IN PERIMETER PANEL W/ 1601 NAILS 8 8' 0/C. LOCATE BRACING PANEL .:1 MID -LENGTH OR AT 2/3 POINTS WHEN ONE OR TWO BRACING PANELS ARE REQUIRED RESPEC7IYELY. FASTEN E140 STUD TO END STUD WITH 16D USING SPACING SHOWN FOR EDGE NAILING IN SHEAR ELE..AENT TYPES TABLE. ( 1) 04 STEEL REINFORCING BAR IN UPPER FOOTING INSTALL (1) 04 BAR IN LOWER FOOTING WHEN USED. FRAMING FOR END PERIMETER WALLS TO BE OF REDUCED HEIGHT, WHERE NECESSARY, TO ALLOW FOA END CHANNEL OF THE MANUFACTURED HOME'S CHASSIS. USE RATED SHEATHING PANEL OF SIMILAR SIZE AS THE NORMAL PANEL ON THE EXTERIOR TO EXTEND OVER THE END CHANNEL 10 THE FLOOR'S END JOIST. WHERE AN INTERIOR PLYWOOD PANEL IS REQUIRED, !T MAY BE CUT TO EXTEND ONLY TO THE TOP PLATE OF THE FRAMING, SECURE THE TUP.PLATE OF THE POWER WALL FRAMING TO THE END CHANNEL WITH 1/2' DIAMETER THROUGH BOLTS AT SPACING TO MATCH SPACING OF CONCRETE ANCHOR BOLTS. MINIMUM FOOTING DEPTH FOR BEARING TYPE FOOTING IS 12' - USE DEEPER FOOTING AS NECESSARY TO EXTEND BELOW FROST LIKE. WHERE BEARING TYPE FOOTING 1S USED, INSTALL 04 VERTICAL BARS Q 12. O/C MINIMUM WIDTH FPR BEARING TYPE FOOTING IS 12' - INCREASE TO 14' FOR SNOW LOADS IN EXCESS OF 60 PSF. BEARING TYPE FOOTING. BEARING TYPE FOOTING NIST BE USED WHEN SNOW LOADS REQUIRE PERIMETER SUPPORT IN THE MANUFACTURED HOME INSTALLATION MANUAL OR WHEN SNOW LOADS EXCEED 40 PSF. BEARING TYPE FOOTING ALWAYS REQUIRED UNDER ALL BRACING PANELS. SIMPSON A35F OR LIN CLIPS - SEE INSTALLATION INSTRUCTIONS FACTORY INSTALLED 'Z' FLASHING IF NO FLASHING IS PROVIDED, CAREFULLY CAULK HORIZONTAL SIDING SEAM TO ELIMINATE MOISTURE PENETRATION. MINIMUM uCPTH OF STEM WALL FOOTING FOR WOOD TO GROUND SEPARATION. SEE INSTALLATION NOTES FOR ALTERNATE 02 TO FASTEN BRACING PANEL DIRECTLY TO THE HOME. DESIGN PARAMETERS ROOF SNOW LOAD • /' - INSTALLATION NOTES DEAD LOAD 10 .� ' WALL DEAD LOAD 10 �1. GENERAL PROVISIONS FLOOR DEAD LOAD 10 1 S THIS PERMANENT FOUNDATION SYSTEM IS DESIGNED FOR USE WITH WD LABELED MANUFACTURED SOIL BEARING PRESSURE 1,000 PSF HOES. THIS FOUNDATION MAY BE DESCRIBED AS A TWO POUR SYSTEM CONSISTING OF A SEISMIC ZONE E 7 LOVER FOOTING AND A STEM WALL FOOTING. THE LOVER FOOTING TOGETHER WITH THE STEM WING SPEED (Fastest Mlle) 80 MPH WALL FOOTING MAKE UP THE BEARING TYPE FOOTING. THE STEM VALL FOOTING ALOE CAN WING EXPOSURE p SUPPORT LOADS OP i0 100 PLF. MAXIMUM ROOF PITCH • 00 12 -<■291) THIS FOUNDATION SYSTEM IS INTENDED TO SUPPLEMENT THE SUPPORT PLAN SPECIFIED IN THE 12 W OH (NOMINAL) KANIFACTURED HOE INSTALLATION INSTRUCTIONS AND AS A SUBSTITUTE FOR THE ilE-DOWN SYSTEM TO RESIST VINO AND SEISMIC LOADS. 16 � (NOMINAL) ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE UNIrORM WILDING CODE (1997) AND _ • NT U M ' WITH THE CALIFORNIA DEPT Or HIWS ING AND COMMUNITY DEVELOPMENT TITLE 23, S N DIVISION 1. CHAPTER 2 = FINISH GRADE MUST BE SLOPED AWAY FROM PERIMETER Or THE HOE SO AS TO PREVENT N < N WATER FROM SEEPING IN UNDER THE SKIRTING, 6- COMPACTED FREE DRAINING ROAD BASE W n N UNDER THE HOME AND EXTENDED BEYOND PERIMETER 6' AND SLOPED AWAY MAY BE yj m USED WHERE SEEPAGE MAY OCCtR FOR HOES WITH STEM WALL FOOTINGS. 00— (3 — 11,04 INSTALL INSTALL STANDARD PICRS UNDER THIS HgME•S CHASSIS BEAMS AND UNDER THE MARRIAGE WALL PIERS SHALL SPECEDION IN THE AIRED 6 M v BE PLACAS GRADE AS REWED BYTURED THE UNOCAL BUILDINGSTALLATION AUTHORITY. DRAWING NOTES 121 FINISH GRADE CONCRETE; FOOTING. WHERE THE SURFACE OF THE GROUND SLOPES MORE THAN I FOOT IN 10 FEET,IPROVIDE STEPS IN FOOTING TO INSURE THAT THE BOTTOM OF THE FOOTING IS LEVEL. BOTTOM OF FOOTING TO BE BELOW THE FROST LINE (IF ANY) LOVER FOOTING, WHERE US., -D. MAY BE POURED SEPARATELY OR BE POURED TOGETHER WITH STEM WALL 1/2' DIAMETER ANCHOR BOLT WITH 4' MINIMUM EMBEDMENT INTO CONCRETE. SPACE ANCHOR 611LTS AS SHOWN IN THE SHEAR'ELEMENT TYPES TABLE WITH ONE BOLT WITHIN 6- Or EACH I:ND OF THE BOTTOM PLATE. PRESSURE TREATED 2.4 SPRUCE PINE FIR BOTTOM PLATE (MUD SILL). 3/8' 2:/:) RATED SHEATHING OR 5/8' APA PANEL SIDING SECURE SHEATHING TO FRAMING VITH 801 COMMON OR GALV. BOX NAILS SPACED AT THE PLYWOOD EDGES AS SHOWN IN THE SHEAR ELEMENT TYPES TABLE. FASTENER SPACING AT INTERMEDIATE FRAMING MEMBERS TO BE 12' 0/C. (ALT.- USE 07 FLAT HEAD WOOD SCREWS WITH A MINIMUM PENETRAT!UN INTO THE FRAMING OF 1-1/8' IN LIEU OF NAILS.) 2x4 SPRUCE PINE FIR STUDS R 16' O/C MAXIMUM 2x4 SPRU(IE PINE FIR TOP PLATE. - NOT US::D - CONVENTIONAL STEEL OR CONCRETE SUPPORT PIER ON WOOD OR CONCRETE FOOTING PAD. PLACE PWRS AS SPECIFIED IN THE MANUFACTURED HOME INSTALLATION INSTRUCTIONS. AS BUILTSTEEL CHASSIS BEAM OF THE MANUFACTURED HOME. AS BUILT ,STEEL OUTRIGGER OF MANUFACTURED HOME. WHERE OUTRIGGERS EXTEND OVER ToP,pF PERIMETER WALL, THE TOP PLATE OF THE FOUNDATION WALL MAY BE CAREFULL'( NOTCHED ARGUND THE OUTRIGGER. WHERE THE TOP PLATE IS NOTCHED FOR MORE TM•A11 507. OF ITS DEPTH, APPLY A 2x4 BLOCK DIRECTLY UNDER THE NOTCHED TOP PLATE TO EXTEND AT LEAST 6' EITHER SIDE OF THE NOTCH AND FASTEN TO NOTCHED PLATE. AS BUILT FLOOR RIM JOIST OF THE MANUFACTURED HOME. AS BUILT FLOOR SHEATHING OF THE MANUFACTURED HOME 24' LONG INTERIOR TRANSVERSE BRACING PANEL UNDER HOME. SECURE BRACING PANEL TO A FLOUR JOIST AS SPECIFIED IN THE INSTALLATION INSTRUCTIONS ON THIS SHEET. WHERE FAIIEL IS CUT FOR A CHASSIS BEAM, INSTALL ONE 2x4 STUD DIRECTLY ON EACH SIDE OF THE CHASSIS BEAM AND A 2x4 BLOCK DIRECTLY BENEATH THE BEAM BRACING PANELS TU BE INSTALLED ON A BEARING TYPE FOOTING. SECURE END STUD OF INTERIOR BRACING PANEL TO STUD IN PERIMETER PANEL W/ 1601 NAILS 8 8' 0/C. LOCATE BRACING PANEL .:1 MID -LENGTH OR AT 2/3 POINTS WHEN ONE OR TWO BRACING PANELS ARE REQUIRED RESPEC7IYELY. FASTEN E140 STUD TO END STUD WITH 16D USING SPACING SHOWN FOR EDGE NAILING IN SHEAR ELE..AENT TYPES TABLE. ( 1) 04 STEEL REINFORCING BAR IN UPPER FOOTING INSTALL (1) 04 BAR IN LOWER FOOTING WHEN USED. FRAMING FOR END PERIMETER WALLS TO BE OF REDUCED HEIGHT, WHERE NECESSARY, TO ALLOW FOA END CHANNEL OF THE MANUFACTURED HOME'S CHASSIS. USE RATED SHEATHING PANEL OF SIMILAR SIZE AS THE NORMAL PANEL ON THE EXTERIOR TO EXTEND OVER THE END CHANNEL 10 THE FLOOR'S END JOIST. WHERE AN INTERIOR PLYWOOD PANEL IS REQUIRED, !T MAY BE CUT TO EXTEND ONLY TO THE TOP PLATE OF THE FRAMING, SECURE THE TUP.PLATE OF THE POWER WALL FRAMING TO THE END CHANNEL WITH 1/2' DIAMETER THROUGH BOLTS AT SPACING TO MATCH SPACING OF CONCRETE ANCHOR BOLTS. MINIMUM FOOTING DEPTH FOR BEARING TYPE FOOTING IS 12' - USE DEEPER FOOTING AS NECESSARY TO EXTEND BELOW FROST LIKE. WHERE BEARING TYPE FOOTING 1S USED, INSTALL 04 VERTICAL BARS Q 12. O/C MINIMUM WIDTH FPR BEARING TYPE FOOTING IS 12' - INCREASE TO 14' FOR SNOW LOADS IN EXCESS OF 60 PSF. BEARING TYPE FOOTING. BEARING TYPE FOOTING NIST BE USED WHEN SNOW LOADS REQUIRE PERIMETER SUPPORT IN THE MANUFACTURED HOME INSTALLATION MANUAL OR WHEN SNOW LOADS EXCEED 40 PSF. BEARING TYPE FOOTING ALWAYS REQUIRED UNDER ALL BRACING PANELS. SIMPSON A35F OR LIN CLIPS - SEE INSTALLATION INSTRUCTIONS FACTORY INSTALLED 'Z' FLASHING IF NO FLASHING IS PROVIDED, CAREFULLY CAULK HORIZONTAL SIDING SEAM TO ELIMINATE MOISTURE PENETRATION. MINIMUM uCPTH OF STEM WALL FOOTING FOR WOOD TO GROUND SEPARATION. SEE INSTALLATION NOTES FOR ALTERNATE 02 TO FASTEN BRACING PANEL DIRECTLY TO THE HOME. DESIGN PARAMETERS ROOF SNOW LOAD 100 PSF (a) DEAD LOAD 10 PSF WALL DEAD LOAD 10 PSF FLOOR DEAD LOAD 10 PSF SOIL BEARING PRESSURE 1,000 PSF (MINIMUM) SEISMIC ZONE E or 4 WING SPEED (Fastest Mlle) 80 MPH O 00 1 WING EXPOSURE C MAXIMUM ROOF PITCH 4, 36. 12 -<■291) MINIMUM MODULE WIDTH 12 FEET (NOMINAL) MAXIMUM MODULE WIDTH 16 FEET (NOMINAL) (M) WITH 14' WIDE LOWER FOOTING, MAX. SNOW LOAD =100 PSF WITH 12' WIDE LOWER FOOTING, MAX. SNOW LOAD = 60 PSF WITH NO LOWER FOOTING, MAX. SNOW LOAD = 40 PSF (SEE NOTE 21) (am) FOR SINGLEWIDE 6:12 ROOF, INCREASE TRANSVERSE BRACING PANELS BY I FOOT. NO CHANGE FOR MULTIWIDES. SPECIAL SUPPORTS AT MARRIAGE LINES. RIDGE BEAM SUPPORT LOCATIONS, SINVALL OPENINGS. SHEARVALL GROUND ANCHORS, AND SUPPORT PIERS UNDER ALL CHASSIS 1 -REAMS MT BE IHKTALLED IN ACCORDANCE WITH THE MAIAFACTURES MOE INSTALLATION INSTRUCTIONS. THIS FOUNDATION SYSTEM IS DESIGNED FOR 36- MAX GRAND CLEARANCE To THE UNDERSIDE Or THE FLOOR JOISTS UNDER MIN 7529 OF THE NOW. LIMIT NE BRACING PAL HEIGHT FROM 28' MAX SHOWN TO 18' MAX IN REMAINING 25X PROVIDE FOR VENTILATION OPENINGS AND ACCESS OPENINGS IN THE PERIMETER WALL AS REWIRED BY THE LOCAL BUILDING AUTHORITY. INSTALLAT113N Or THE PERMANENT FOUNDATION SYSTEM MEASURE THE LENGTH Or THE MANUFACTURED HOE. FIND THE REWIRED SHEAR ELEMENT TY / IN BOTH THE TRANSVERSE AND LONGITUDINAL DIRECTIONS FROM THE BRACING TABLES. VERIFY THAT THE HOE IS LEVEL BY CHECKING THE FRAME WITH A WATER �) LEVEL AT AT LEAST THREE POINTS ALONG EACH CHASSIS BEAN LEVEL AS NECESSARY AND PREPARE FOR BRACING SYSTEM FOOTINGS. != 6 PLACE REINFORCING BAR AND ANGOR BMTS IN rORMVORK. SEE THE APPROPRIATE SHEAR ELEMENT TYPE FOR SPACING Or ANCHOR BOLTS. POR CONCRETE FOOTINGS USING CONCRETE RATED AT 2.500 PSI MINIMUM STRENGTH AT 28 DAYS. TYPE D< CONCRETE TO BE IN ACCORDANCE WITH ALL LOCAL R. IREMENTS. LOCATE HYDRAULIC JACKS AT AT LEAST THREE POINTS EVENLY SPACED ALONG THE EXTERIOR SIDE VALLS Or THE HOE, PLACE JACKS ON CRIBBING WHICH SPANS OVER THE CONCRETE FOOTSO AS TO NOT IMPOSE HEAVY POINT LOADS ON THE FOOTING EVENLY RAISE THE SIDEVALLS OP THE NOW APPROXIMATELY 1/2' BEFORE INSTALLING THE POWER WALL SYSTEM THIS WILL INSURE THAT THE EXTERIOR VALLS O' THE HOE WILL ADEQUATELY BEM ON THE POWER WALL PERIMETER ASSEMBLE PERIMETER WALL AS SPECIFIED IN THE DRAWINGS. SECURE TO THE FOOTING WITH THE ANCHOR BOLTS. SECURE TOP PLATE OF TIE BRACING PANEL TO THE RIM JOIST OR FLOOR JOIST O• THE HOUSE USING SIMPSON A35F CLIPS AT THE SPACING SOWN IN THE SHEAR ELEMENTS TABLE FOR THE APPROPRIATE SHEAR ELEMENT TYPE. ALTERNATE 0t - USE SIMPSON LTP4 CLIPS AT THE SPACINGS SHOWN IN THE SHEAR ELEMENTS TYPES TABLE ALTERNATE 92 - WHERE MANUFACTURED HOE'S EXTERIOR SHEATHING./SIDING IS HELD AT LEAST 1-1/2' ABOVE THE BUTTON O' THE rLMR RIM JOIST. PREPARE TO LAP THE BRACING PANEL OVER RIM JOIST FOR EDGE MAILING DIRECTLY INTO THE RIM JOIST. (NAILING SPACED AS SHOWN IN THE SHEAR ELEMENT TYPES TABLE) . SECURE TOP PLATE Ili INTERMEDIATE BRACING PANEL TO THE FLOOR JOIST. USE 16D NAILING SPACED AS SHOWN IN THE SHEAR ELEMENT TYPES TABLE. REMOVE THE HYDRAULIC JACKS AND CRIBBING TO FULLY LOAD THE POWER WALL FRAMING. INSTALL PLYWOOD SHEATHING TO THE EXTERIOR FACE OF THE WALL USING NAILING AS SPECIFIED IN THE SHEAR ELEMENT TYPES SCHEDULE FOR THE APPROPRIATE TYPE OF SHEAR PANEL APPLY BUILDING CODE APPROVED WALL FINISH MATERIAL To THE EXTERIOR FACE OF THE BRACING PANEL AS DESIRED. PATENT 05,924,264 9 1998 Douglas L. Vierra All rights reserved CONTRACTOR- DATE, JOB NAME. ADDRESS, APPROVED FOR PERMIT APPLICATION STATE APPROVAL ~Uf wo.-tce MOBUMOME FOUMMION SYSTEM HEALTH AND SAFETY CODE. SECTION 18551 APP^ C •JLa SUB= TO CORN -1 3 TIONS NOTED A"ROVAL DOSS NOT AUTHORIZE OR APPROVE ANT OR DEVIATION FROM REQUMEME TS OF AFFUCASIB STATE LAWS AND RUGLI.47MM Swe of CNa foinU De wan" Of $alsing =d Cc =w4 De+ bpmeat <— I AND STANDARDS n./o - �!- 20v Z SQi►N0. SPA i�Jh SFF 41'rWH40 6010Y Or 1-101"M<l OCT 0 4 20( 91QFEss�ONy4 - i . Kq jqG v � - No. 16213 ETD• 6.30• C; I V .It it nn%\FI .�,�wr r Mr .W. �•.Y tw M.Mt V � Z LD ..a ON J -DIDDO =1- Q inEn �cl) mrnrn LU -J N`—o00 cc ` (D DU W o OLO HW �J- Q CL 0 o0 aN --t00 .OH� Lr) 00u Z �i M a L. O i O LLj LLI 1^ �J 0 F'" = to a ZpN 0 LL) LJ ZmZ 3 QUO M � Q N a Z z .a m 4) Q r © (n :2 LL- O 00 1 Scale: None Scale: None Date: 16 Apr. '98 Rev. 7/1/02 Job No.: C8507 Files: NNS W Sheen No.: S—; �Y. ,APN 062-200-093-6,60 OWNCR Fgco F, Oir8cR& I 4LA 5,5 1 a LJ,+y 'ac,egy cp-wc CA q59 (7D7) q 2 1 - q 05Z U RRCAYT SeLL 202 MA�I-W6 &Ray cgmrx CA I to Butte County invironmental alth Dite Env.ironmental Nov 3 0 2004 7 County Canter Drwa OroAle, Ca qO I-IjRCet biElf, I AP 062-.204-131 ,6 4.) Ile 14 ............. ...... q a q .51 /? OAb 4, a. -ra, i r v GAJErAcAll- JAtA55!S' WAY - I /( N, 11 Vw POLE Aomcvv -r PARcei- W61 -i- f0goposeb WELL x Qr- t 00 n EXI rNa. /7) El C, ie D P.0 TA 11 K, SC, SQ. pr L A 120 5 5 DRIVE q a q .51 /? OAb 4, a. -ra, i r v GAJErAcAll- JAtA55!S' WAY - I /( N, 11 Vw POLE Aomcvv -r PARcei- W61 -i- f0goposeb WELL x Qr- CDF FIRE SAFE REQUIREMENTS AP# �71 NAME �3PERMIT# , Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. [XI 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and, to assure continued avail -ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provided for by the land owner. Drivewav Standards [X] 1273.02 Surface. All driveway surfaces and structures 1273.07 (bridges, culverts and other appurtenant structures which supplement the roadway bed or shoulders) shall provided unobstructed access to conventional drive vehicles, including sedans and fire apparatus weighing up to 40,000 pounds. [XI 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius pq 1 No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of 4 feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100-200 feet. pq 2. the length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. [XI 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [XI 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. [XI 1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. [X] 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. 1273.11 Gates 1XI 1 . Gate entrances shall be at least two feet wider than the roadway it serves. 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on the roadway. 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. CDF FIRE SAFE REQUIREMENTS AP# PERMIT # NAME Fuel Modification 1276.01 Setback for Structure Defensible Space 1 All parcels 1 acre and larger shall provide a minimum 30 foot setback for buildings and accessory buildings from all property lines and/or the center of the road. 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See other requirements below. [XI 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction or final inspection of a building permit. Other Requirements [ I If Building Setback is 15 to 30 Feet: Class A or B roof Enclosed Eaves If Building Setback is Less Than 15 Feet — Class A or B roof with enclosed Eaves and: Choose any 2 of the following: - Metal or no doors on side toward property line with insufficient setback - Interior automatic sprinkler system per NFPA 13D - Glass area not to exceed 10% of wall area toward property line with insufficient setback - Siding from the following list: Stucco — 3 coat Hardi-Board or Plank Masonry Masonry Veneer Metal Other Butte county Fire Department approved materials Dao 2 gig&n—atu-r'e!� CDF FIRE SAFE REQUIREMENTS '7 �/.2 e7l NAME AP# _ — 9 _eC 00 13PERMIT# Under authority of P RC 4290, the following checked items are required by the Butte County Fire Department and made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. [XI 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued avail -ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provided for by the land owner. Driveway Standards 0 1XI 1273.02 Surface. All driveway surfaces and structures 1273.07 (bridges, culverts and other appurtenant structures which supplement the roadway bed or shoulders) shall provided unobstructed access to conventional drive vehicles, including sedans and fire apparatus weighing up to 40,000 pounds. [XI 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius pq 1 No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of 4 feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100-200 feet. pq 2. the length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. [XI 1273.05 4 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [X] 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. P(] 1270.10 Width . All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. 1XI 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. 1273.11 Gates 1XI 1 . Gate entrances shall be at least two feet wider than the roadway it serves. 2. The gates must be located at least 30 feet from the roadway and shall open to allow a v6hicle to stop without obstructing traffic on the roadway. 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used.. CDF FIRE SAFE REQUIREMENTS AP# PERMIT # NAME Fuel Modification 1276.01 Setback for Structure Defensible Space 1. All parcels 1 acre and larger shall provide a minimum 30 foot setback for buildings and accessory buildings from all property lines and/or the center of the road. 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See other requirements below. 1XI 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction or final inspection of a building permit. Other Requirements [ I If Building Setback is 15 to 30 Feet: Class A or B roof Enclosed Eaves If Building Setback is Less Than 15 Feet — Class A or B roof with enclosed Eaves and: Choose any 2 of the following: - Metal or no doors on side toward property line with insufficient setback - Interior automatic sprinkler system per NFPA 13D - Glass area not to exceed 10% of wall area toward property line with insufficient setback - Siding from the following list: Stucco — 3 coat Hardi-Board or Plank Masonry Masonry Veneer Metal Other Butte county Fire Department approved materials D* sigri�tu-re 1.1 ,,�PN 0&2-200-0q3-660 F, Bg,egv coegc-g CA 1 4/0 q -3 1 - q 052. LA RR6pjT 202 SEUL RAWq R6 01 A � L, I A) 6 36LY C966K CA 1 to REVIEWED BY BUTTE CO. FIRE DEPT. CALIF. DEPT. of FORESTRY approved as submitted approved with conditionz att h . �Pw Date I / i 11XIACEhir j-/jeCeL &j&j( AP 3 -zt N, 6-4!!�f-4 I- L lq rt -/-j C),v /j iq rr ALL- wi<jeo 1z, BUTTE 0DUN IT I quiwiNG DEPARIMENtAu ""T's Am Ewrww wA'uw C) V IE "f OVEWWKIIS SWA.L W CLEDAR OF AM EAMONM ,,,A SET W .A OF 45 P P R 45 FROM 7HE SIDE AND a q - )yly 4v- FROM T"E REAR PROPERW LINES AND Fr. FROM THE WAD CENTERLINE SK4LL SE CLEAR OF STRUCTURES AND EQUOVEW EXCOT FOA A 2 FT-. EAVE OVERHANC3. PLANNING DIVISION - BUILDING PLAN APPROVAL Use: M - /I. Date: " 3 - Parking: Landscaping: Other 79 01 Ext CY, 5 7 $ePn, tic. Le 120"SC'r6ACK �0' ROA6 4- "71Z�17-� �SW A �Y� 10/? 0 P,955,8 LD WELL IC, 121 pieopO-SCA 7-At4k H ou 5r- 112 sca. Pr Z.11 D lot, I —, . 2 13 1 2 - PC) L F 0! i3 kill ul ,AP/v 0&2-200-093-660 Aas-lle -Lj,*y C'e6zg- CA (7D7) q?j-,qjD52. LA RR&JT 202 SELL 'RAtJCq k6 36ka y - CR cc w- CA 4pt,kC55 elikceL W&IL AP 06;? -,204-131 I 00 f A In o, T4 Lj 00 WEIL 5 7777) C, 0 Po 5CA 'D 00 SQ. PT7 13 tjL I v C 2 0? 7—- L) DA6 4, U TIL- 7 CAMmCNr —FA 4-5 5-16 --W A Y E) r4 1.10t ,APtv 0&2-200-093-<560 0 W tj JER A 140 (7z)7) q-31-,4052. tA Re &JT 202 SELL RAtJC4 Re) 36kay C9669. CA 25q i Ip 4PbRt'55 Ol n ML EE In c 4. NCO 14 CX157-) a TAtJK Ou 56' 13 0 L tjLk� :512. pr iL L. - C K q 12 Al OAb J, U:r/1- / 7- CAMmetv'r W A �Y� POLE I I'liRcet WELL AP 062-�704-131 ,AP/v 0&2-200-093-660 OWNER LJ,+y A lip (-7D7) qcS(—J4Q52-. LA &JT 2 0 2 L L� 'RA 0 C k 'k 361?t?y cg664 CA to 5-ci;t.,r .. J, j,!;� iyol n EYi CX15T-, ePrm 00 tj 11> Fk LIA It If 0 11 - J r 71 WAY INV 'D LA I r. . , , D to.& C. t'4 64 L C, TA4k M OU 545' 12 sca, Pr 130 c A/ . z 0 POLE 1),T.oQ rf- A; -r A P I^ J:w