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058-500-014
N V O^p O TI �?I I I �- O W NI co NI O N ^ NI fVl �" II II II II .. .. .. S 058-500-014 01-2 21��,v/1A1���Ov O'DANIEL, JAMES 4 3271 BUZZARD ROOST, OROVIL TEMP POWER POLE/FUT DEVEL 058-500-014 05-2060 ODANIELS, 11M 3271 BUZZARDS ROOST RD, CQVOW Cont: MORRIS CONSTRUCTIONS M/H PERM FN a�r.d impaF�.ol 1 Se o County of Butte Oroville, California GENERAL CLAIM NAME: Nick Morris Construction ADDRESS: 5050 Cohasset Road CITY & STATE: Chico, CA 95973 DATE OF CLAIM: 09/16/05 p� C7 IMPORTANT: SEE INSTRUCTIONS ON REVERSE SIDE SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERVICES DATE DESCRIPTION OF CLAIM DESCRIBE FULLY TO AVOID DELAY AMOUNT Refund of CountyWide Impact Fees paid in Error - replacement building - Exempt 3271 Buzzards Roost Rd. APN: 058-500-014 Concow FUND CODE ACCT CODE CASH CODE ATR 87784 8/30/05 Sheriff Jail 1800 280 1011811 $ 257.00 Gen Gov Facilities 1808 280 101001 $ 489.89 Gen Gov Equipment 1810 280 101001 $ 225.94 Library' Veh & Equip 1825 280 1011828 $ 3.56 Library Facilities 1825 280 1011826 $ 177.51 Library Materials 1825 280 1011827 $ 119.41 Roads & Bridges 18311 280 1011001 $ 709.87 Sheriff Facilities 1840 280 1011841 $ 230.64 Sheriff Veh & Equip 1840 280 101184 $ 112.54 Fire Facilities 1851 280 1011852 $ 269.96 Fire lVeh & Equip 1851 280 1011853 $ 521.10 TOTAL $ 3,117.42 i, me unaersignea, aeaare unaer penalty of perjury that the services or articles claimed have been performed or delivered,.and that this claim is true and correct as stated. Dated this � / day of 59:�-P rF , 2005, at ��+u� ,Calif. Signature of Claimant I, the undersigned, hereby certify that, to the best of my knowledge, the services or articles specified above have been performed or delivered and that there is a Budget Appropriation or Specific Board Approval (Check one) for the same. Dated this 16th day of Seotembe_r 2005. at Oroville Code See Breakdown Code PAYABLE FROM DO NOT WRITE BELOW THIS LINE - AUDITOR'S USE ONLY DEPT & SUB. I PROJ SUB.OBJ I CLAIM NO. F INV. NO. I INV. DATE I ENCMB. GROSS AMT. RECE,"VED FROM BAG # COUNTY OF BUST TE AUDITOR'S CERTnICATE AND TRFASURFER'S RECF_iiFT OROVILLF., CA ATR NO 87784 DEVELOPMEI`,�FF CAVISOM M ' K DATE FUND INVO-nTLE FUND CODE DEPT CODE ACCT CODE CASH CODEAMOU'Krl DEPOSIT DATF=: U-10 DEPOSiTf 41 REC# 436359-43KM BLDG PERMITS BLDG iNSPCTW 01610 440,001 4216EIG-5 10-10C1I X14221,41 AMA COURT ORD RESTITI REIM ,SVA CRTORD MG 44M01 .4617252 10 100- 1 137.00 FIRE PLNG APPL FEE (SRA) FIRE PROTECTN 0100 .464,7240 141 311 104-:5.0cl. SIVIP FEES sivlip FEES lwi '260 101'12961 7i.a-0 SHERIFF DEVELOPMENT ISN, - I ,R) SHER 001L FEE 9800 'Mo iolial". 771.W CVtflF- - GENERAL GONM FACILMIES . CVVIF-GEN. 130V-3. FAGfl 1803 260 _10100i 15179.r�19 CAMF - GENERAL GO�Pl". F=QLiiPAAr=IqT CVVIF-GEN. OOVT, EC-. UI 1010 2070 l0iowl 72862 CVWF - LIBRARY FACILI-IIES MIF-LIER FACiLTEES ", x'','-_8_5 2180 101102226. 672M6 WOE LIBRARY - MATERIALS CWIF,11038 - MATERIAL:' 122.5 28V '.019 7 CVMF LIBRARY - VEHICLE & EQUIPM CYNIF-LISR - VF='H & EQL 1826 280 i0l 12,28 11.4-8 C'.V.F ROADS A BRIDGES- (OWSPICLIj IF-YWROADS & BRIDGE 1831 7 -W 40,1w1 '2,626.52 MrAF SHERIFF - FACILITIES -_w F -SHR: - FACI Ll T I ES MO 22-aLl i0ii64i 743.6.7 CIMF - SHERIFF - VrEHICLE & EQUIPM CWIF -SHR - WEH & EQU 11 8,el0 2-80 101 ISA2 3a22.87 ('-'M.F,- FIRE - FACILITIES CWIF-FIRE - FACILITIES 18-5, 1 10119-2 870.46 C"MIF - FIRE - VEHICLE & EQLHPMENT CV419-.-F3RE & Ea, U V81 51 _80 lio9l86:3 M0.23 APPRO"VEDEW: A 3N j Eol? TO R - C 0 M T RG L 1, F_ R R TOTAL - 32-0.1-07-41.3 RECEVVED BY.- 'REASURER gnieleo ro--d=filr- 7Z)U OUT oTFo O O O O cOU N'�y Butte County Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 REFUND REQUEST APPLICATION REFUND POLICY - Butte County Code 3-41(t) - 1 . Refunds can only be made upon written request by the person who paid the fees, whose name is on the receipt issued for the fees paid. Any refund checks will be made payable to the name on the receipt. 2. The request must be made within two years from the date of fee payments on permits not issued, and two years from the date of permit issuance for permits issued -if no construction work has been done. 3. Filing fees and plan check fees for work plans checked are not refundable. 4. Fees paid to other County Departments are not covered by this claim. INSTRUCTIONS: Submit this application to Development Services for determination of refundable fees. A claim will be generated for any fees to be refunded and sent to the address below for signature (by the person whose name is on the receipt) and return to Development Services for payment processing. CLAIMANT'S NAME: N i G On-; S 'r Mo R; S COnsf a1A6(y\" 5C60 C D ASSzA- PJ -*7Z 9577_ MAILING ADDRESS: 1(5 -5p ) '?I - - 3_oZZ PHONE: ASSESSOR'S PARCEL NO.: - 5- ac—) [Please use one claim form per permit.] BLDG PERMIT NO.: 5 - Z O 0 Receipt No. 1 Receipt No. 2 Receipt No. 3 3 5 3 RECEIPT NO.: RECEIPT DATE: �J $� • 3g RECEIPT AMOUNT: REASON FOR REFUND REQUEST: 11 �(L.c_U i a w5 0rn-9— o r\ � 2 ] 5 ko v. i� nz k- Check those fees which you wish to have considered for refund: =Building Permit Fees =Sheriff Fees =SRA Fees (CDF Fire Planning) Other (specify): - -M ,� Fe -e S Plans for cancelled permits will be disposed of within 10 working days upon submission of a Request for Refund. If you want the plans, you may ick them up prior to that time. J, V0.6� Signature K:/Forms/Refund Application 082203 Date NOTES RESIDENTIAL PERMIT NO. 058-500-014 OS -2060 s ODANIELS, JIM 3271 BUZZARDS ROOST RD, CONCOW Cont: MORRIS CONSTRUCTION *` M/H PERM FND-(E ----- -- e� Ftp P OFFICE COPY Address ��� Q ZA DS I(CpS GAS Meter By�$- S%MMO kCS Date ELECTR Meter By% •SwNn,N S Date SPECIAL CONDITIONS CHECKED BY SRA t' FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY i USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER C O j' C-u41T ox 6 M A Fm 6 r.4, Sc,, 0/d % N 023 gog 41e i JOB FINALED (Date) A♦} Signature - OK =Not OK = Not Rbie MOBILE HOMES = Not Readyeady - Date MOBILE HOME UTILITIES (Plans) OK except It's 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer, Location -Test -Fall -C/0 -Concrete 4. Water; Location -Test -Easement Needed (Sketch) S. Ele ' ity; Location-Clearances-Gmd-/ /Amp -Concrete 16-11fas; Location -Test -Wrap;-/ P' L'ft. / P Nat. or Q /- L LPG _� C 7. Well Clearance & Disconnect�- 8. Utility Clearance Date - Card B-1 Date . Card B-1 Date Card B-1 Date Card B-1 Date MOSU&II10ME INSTALLATION (Plans) OK except #'s Z ing Reguirements-Setbacks-Easements o in s; Size -Spacing -Marriage Line as; MH Test -Demand -Valve -Connector ricity; MH Test -Crossovers -Breakers -Clearances fj�nrain; MH Test -Fall -Flex Connector Water, MH Test -R ulator-Connectoe 7. aW and Sewer Connected -C/O to Grade -HD Approval and Electricity Tagged ie Downs -Type -Installation Cert. C v C 0 its; Insp.-Sketch 11. Cert of Occupancy MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s Date Card B-1 Date Card B-1 Date j Z: •Z-0( Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 1. Zoning Requirements -Setbacks -Easements 7. Electric 2. Footings; Stze-Spacing-Marriage Line 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 3. Blocking 10. Roof; Shthg-Roofing 4. Gas; MH Test -Demand -Valve 11. Ext.; Steps -Doors -Landings 5. Electricity; MH Test 6. Water, MH Test Card B-1 Date Card B-1 Date 7. Water and Sewer Connected Date POOLS (Plans) OK except #'s 8. Gas and Electricity Tagged 1. Setbacks -Easements 9. Exits 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 10. License Decals 4. Elec.; Receptacles and Lighting, Distance -GA 11. Verify #'s with Office 6. Elec.; Enclosures; Conduit Entries-Terminals-Usted 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater Date Card B-1 Date Card B-1 Date Card B-1 Date Cana B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg- Frg- Bracing . 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance -GA 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries-Terminals-Usted 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8.• Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main 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. Gmd.-/ P' Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Gmd.-/ P' Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall-Frtting-Test-2 Way C/0 -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type AFlue-Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fin: Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Cana B-1 Date Card B-1 Date Cana 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. Dud 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 ❑ Yes 83. Following InstldJDrive O Yes O No/Walks O Yes O No/Ranters O Yes O No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Pibg-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: Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fre Sprinkler, Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 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 -AC. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or AI Insulated Neutral O Yes O No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels -Motors -Meth. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector Date Card B-1 Date Card B-1 Date 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. Fumace-Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 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 AFlue-Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fin: Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Cana B-1 Date Card B-1 Date Cana 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. Dud 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 ❑ Yes 83. Following InstldJDrive O Yes O No/Walks O Yes O No/Ranters O Yes O No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Pibg-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: RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 COPY of Document Recorded 24 -Feb -2006 2006-0000670 Has not been compared with original BUTTE COUNTY 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 thereafterdealing with the real property. JAMES ODANIEL AND SUE OSBORNE ETAL REAL PROPERTY ORRNER/l.ESSOR 5082 LIVE OAK BLVD MAILING ADDRESS LIVE OAK SUTTER CA 95953 CITY COUNTY STATE 3271 BUZZARDS ROOST RD z>P INSTALLATION MAILING ADDRESS, IF DIFFERENT CONCOW BUTTE CA CITY COUNTY STATE 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 - MAaJNG ADDRESS OROVILLE BUTTE CA 95965 CITY COUNTY STATE Zip 05-20_(530 538-7541 BUIL IN RMIT NO. TE ONE ER SI A LOAL AFICIAL ENY DATE NO DEALER N (if not a dealer sale, write "NONE") NONE DEALER LICENSE NO: CMH MANUFACTURING 2004 MANUFADATE OF MLAKECREST 9501 CTURER'S NAME ANUFACTURE MODEL NAME/NUMBER H_023808AB 26'6"X52' LENGTH X ORE466688/9 WIDTH REAS- DRr1DCRTV r EGAL ...........-__ ASSESSOR'S PARCEL NUMBER 058-500-014 SEE ATTACHED _.._._.HCD FORM 433(A) REV. 8/91 .rte .... - I JUN -17-2005 12:11P FROM: fR? .19 -i l is C,'. r- 4 T0:8951080 P.2 F z EASEMENT VOR SEWER LEACH FIELD March 1, 1995 All that certain real proper'Ly situated in the County of Butte, State of Calitornia, described as follows: The south 60.00 feet of that parcel of land described in that deed recorded in the Office of the Recorder, County of Butte, State of California, in Back 91, at Page 20717, and more particularly described. as t o l l ows : Beginning at the most Easterly property corner of Parcel 1 of Parcel Map 44 of Maps at Page 74 recorded on December 8, 1972 in the Office of the Recorder of Butte County, California; thence along the property line of said Parcel 1 North 77'34'09" West, 0.59 feet to the TRUE POINT OF BEGINNING; thence North 77'34'09" West, 94.31 feet to an angle point in said Parcel 1.; thence along the property line of said Parcel 1 North 22'00'51" East, 60.85 feet to the Northerly line of said 60.00 foot wide sewer leach field easement; thence South 77'34'09" East, 153.40 feet to a point 60.00 feet Northerly of the center line of Nelson Bar Road measured at right angle.; thence North 80'37'51" East, 171.76 feet parallel to said center line to the Easterly property litre of said deed; thence. South 22'10'51" West, 35.20 feet along said property line to a point on the Northerly -30.00 -toot right of way of said Nelson Bar Road; thence south 80'37'51". West, 239.90 feet along said Nelson Bar road right of way to the TRUE,`POTNT OF BEGINNTNG. LAND J �0 Robert Bargsten L.S. 5078 Exp. Registration Expires 6/30/95 N0, 5078 -�,•F OF CF,� 69IM1, D-2 MUM? BUILDING PERMITS NUMBER: 05-2060 Address or location of unit: 3271 BUZZARDS ROOST RD., CONCOW Legal Description of Real Property: 058-500-014 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: JAMES ODANIEL AND SUE OSBRORNE ETAL Owner's address: 5082 LIVE OAK BLVD., LIVE OAK 95953 INSIGNIA OR HUD NUMBER: ORE466688/9 SERIAL NUMBER OR V.I.N.: HO23808A/B MANUFACTURER'S NAME:CMH MANUFACTURI G YEAR: 2004 OFFICIAL APPROVING INSTALLATION: - DATE: `T PHONE: (530) 538-7541 H.C.D. 513C ns w TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE ONLY Plot Flan Attached Flow Flan Attached Sant to S.D. ! Plan Approved for: Sewage Dispo Clearance for dwelling. Other Hold final for: Final clearance O.K. for: NOTE: vironmentai He 8/96 Specialist Water Supply: Private Date 3a Owner Location AP# Plan Approved for: Sewage Dispo Clearance for dwelling. Other Hold final for: Final clearance O.K. for: NOTE: vironmentai He 8/96 Specialist Water Supply: Private Date ' 1 2j ;10,14XA� 11 v., D Lt ci;& w0 s A mn� ig ZZ, .1 '459 E ri 1.11 im Y R:- -.71 Iq & a 'r X 7,� T—F-.. t t s! 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GENERAL GOVT. LIBRARY '$ _in _nl-nn ,nn, i?. % . .% .. ., �...,, ,r,« DEPARTMENT OF DEVELOPMENT SERVICES DEPOSIT SHEET - BUILDING DIVISION ern I LIBRARY^ ^ I ROADS 8 I ^SHERIFF^ I SHERIFF I FIRE I FIRE - VEHICLE BUILDING PERMITS FIRE - SRAj SMTP FEE ! 11280 1011811 r 280 \ 101001 1 `t 280 k 101001 280 1011826 280 1011827 ' \ 280 1011828 280 1011001 280 1011841 280 1011842 280 1011852 280 280 1011853 1011867 PERMIT# RECEIPT# 4210500 4617240 1 ' 280 $ '11 257.00 $ 599.81 $ 276.64 '$ 217.34 $ 146.20 $' 4.36 $ 1,206.78 $ 282.39 $ 137.79 $ 330.54 $ 638.03 101001 101001 k 1.1011298 I$ 1 v a 257.00 $ 489.89 $ 225.94 $ 177.51 $ 119.41 $ 3.56 $ 709.87 $ 230.64 $ 112.54 $ 269.96 $ 521.10 042100 435359 $ 54.99 - i i IN 052224 435360 $ 296.95 i 052301 435361 $ 329.94 $ 95.00 f 052302 435362 $ 219.96 j 052303 435363 $ 55.00 I I 052304 435364 $ 968.78 $ 95.00 j 042435 435365 $ 54.99 i 052305 435366 $ 170.47 052306 435367 $ 1,138.63 $ 95.00 C 051492 435368 $ 1,712.82 $ 18.37 $ 1257.00 $ 599.81 $ 276.64 $ 217.34 $ 146.20 $ 4.36 $ 1,206.78 $ 282.39 $ 137.79 $ 330.54 $ 638.03 052307 435369 $ 329.94 $ 95.00 1j 052308 435370 $ 549.90 1 1 042499 435371 $ 1,997.74 $ I 21.83 I 052309 435372 $ 165.00 i 052310 435373 $ 55.00 052311 435374 $ 439.96 1 I •! 052312 435375 $ 1,166.94 $ 95.00 1 052313 435376 $ 1,025.40 $ 95.00 1 051829 435377 $ 39.00 $ 1 11,15 $ t257.00 $ 489.89 $ 225.94 $ 177.51 $ 119.41 $ 3.56 $ 709.87 $ 230.64 $ 112.54 $ 269.96 $ 521.10 052314 435378 $ 219.96 1 051829 435379 $ 290.94 052060 435380 $ 329.94 $ j 9.02 ,$ 257.00 $ 489.89 $ 225.94 $ 177.51 $ 119.41 $ 3.56 $ - 709.87 • $ - 230.64 $ - -' 112.54 ' $ ' 269.96 $' 521:10 052315 435381 $ 549.90 k, .7 052316 435382 $ 329.94 $ - 95.00 1 i 050064 435383 051713 435384 $ 511.41 052319 435385 $ 285.95 a 052321 435386 $ 1,453.06 435387 $ 54.99 050903 435388 $ 1,458.04 $ 10.93 . 052317 435389 $ 923.98 $ 95.00 052318 435389 $ 893.30 $ 95.00 i 052320 435389 $ 939.38 $ 95.00 052322 435389 $ 893.30 $ 95.00 052323 435390 $ 516.91 I t i 1 $ 20,422.41 $ 1,045.00 [ n $ 71.30 f$'' 771.00 $ 1,579.59 $ 728.52 $ 572.36 $ 385.02 $ 11.48 $ 2,626.52 $ 743.67 $ 362.87 $ 870.46 $ 1,680.23 $ - • Page 1 of 3 of 3 Q�--� � M GRAND PREPARED BY: TOTAL TO BE DEPOSITED Diane Lewellen ext 6869 $ 32,007.43 DATE: 8/30/2005 I DPMENT SERVICES WING DIVISION STATE OF CALIFORNIA NUMBER: QBUSINESS, TRANSPORTATION AND HOUSING AGENCY DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT 7 2 5 9 2 7 a4 DIVISION OF CODES AND STANDARDS j ♦ MANUFACTURED MOUSING PROGRAM :1 . MANUFACTURER CERTIFICATE OF ORIGIN �c DISTRIBUTION: ORIGINAL (PINK) FORWARD TO THE INVENTORY CREDITOR, UNLESS THERE IS NONE. THEN FORWARD TO THE PURCHASER (DEALER OR TRANSFEREE). COW 1 (WHITE) FORWARD TO THE DEPARTMENT AT P.O. BOX 1828. SACRAMENTO, CA 85812.1828. WITHIN FIVE (5) DAYS OF RELEASE. COPY 2 (YELLOW) DELIVER TO THE TRANSPORTER TO ACCOMPANY THE UNIT TO ITS DESTINATION. COPY S (GOLDENROD) TO BE RETAINED BY THE MANUFACTURER. MCD 403.0 - Side 1 - (7/07)• C, aoo/aooSOMOH 911Aalal aM0tots M iS':iI RK 9ooataao ❑ CHECK IF THIS IS A DUPLICATE MCO -ENTER ORIGINAL MCO NO. MANUFACTURED HOME OR MULTI -UNIT MANUFACTURED HOUSING NUMBER OF ® SFD (SINGLE FAMILY DWELLING) ❑ MUMH (MULTI -UNIT MANUFACTURED HOUSING TRANSPORTABLE SECTIONS COMMERCIAL COACH: OCCUPANCY GROUP MANUFACTURER NAME: MANUFACTURER LICENSE NUMBER: CMH Manufacturing west, Inc. (Marlette Homes) 1074913 MANUFACTURER ADDRESS: SUGGESTED RETAIL PRICE: Box 910/400 W. Bl" He Ston eyo11 97� 8 $60,752 5A0 S�0 MANUFACTURER TRADE NAME: MODEL NAME ANO/OR NUMBER: DATE OF MANUFACTURE: 'Marlette Lakacre.st-9501 12-22-04 NAME OF DEALER OR TRANSFEREE (OWNERSHIP TRANSFERRED TO): CALIF. DEALER NUMBER OR DATE OF TRANSFER: Integrity Hones TRANSFEREE DESIGNATION; 1067714 12-22-04 DEALER OR TRANSFEREE ADDRESS: (syeW40 feather River blvd. Orov4, _ SIS z. 95965 INVENTORY CREDITOR NAME: Transamerica ENTORY CREDITOR AOORESS; 5595 Trillium Blvd. 3rd Floor Hoffman Estates 60192 scree) s�teL (zip) SECTION 1d MANUFACTURER SERIAL NUMBER NCO INSIGNIA OR HUD LABEL NUMBER LENGTH WIDTH WEIGHT INCHES INCHES POUNDS 1 H023808 A ORE 466688 62411 160" 25,480 2 1023808 E ORE 466689 J 6241, 160" 25,460 TRANSPORTER NAME: pgnrlett TRANSPORTER ADDRESS: Steel 1360 Inaustrial Way�woodburil Oregon e71 S1oIe DESTINATION FOR UNIT DESCRIBED ABOVE: 1A Integrity domes 1740 Feather River Blvd.Oroville CA 9596 NAME) SItow C' State 10y weer penalty of per)uev under the Im.f M Ilse SIM& M CMiPeme that the -Dere hew en VW and ooRea 'weeon .12-7.2-04 M _ HermiStnn Tin:at-i 11a�r, �C (City) (County) (51ar, 1e) SIGNATURE OF AUTHORIZED AGENT' DISTRIBUTION: ORIGINAL (PINK) FORWARD TO THE INVENTORY CREDITOR, UNLESS THERE IS NONE. THEN FORWARD TO THE PURCHASER (DEALER OR TRANSFEREE). COW 1 (WHITE) FORWARD TO THE DEPARTMENT AT P.O. BOX 1828. SACRAMENTO, CA 85812.1828. WITHIN FIVE (5) DAYS OF RELEASE. COPY 2 (YELLOW) DELIVER TO THE TRANSPORTER TO ACCOMPANY THE UNIT TO ITS DESTINATION. COPY S (GOLDENROD) TO BE RETAINED BY THE MANUFACTURER. MCD 403.0 - Side 1 - (7/07)• C, aoo/aooSOMOH 911Aalal aM0tots M iS':iI RK 9ooataao BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:'(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 BECOME NULL AND VOID 1 YEAR FROM THE DATE OF LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under 1 provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class: _ License Number: V 6&2 1 1 Date: X 2q_015Contractor: _ OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any 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 Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for 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.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ 1 am Exempt under Article 3 of the Business and Professions Code Date: Owner: WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: O 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Policy #: qeo / — o -t/ _UA4 4'7- 0600511 ❑ I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the 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. Dale: — 2—G ` d . 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. PERMIT NO. BP052060 OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. Issued Date: 08/29/2005 APN: 058-500-014-000 Site Address: 3271 BUZZARDS ROOST RD CON Map Index: Description: new mh, new site, prm fnd(1387) Owner: ODANIEL JAMES ETAL OSBORNE SUE 5082 LIVE OAK BLVD LIVE OAK, CA 95953-9790 Applicant: NICK MORRIS CONSTRUCTION 5050 COHASSET RD CHICO, CA 95973 530-230-8222 Contractor: NICK MORRIS CONSTRUCTION 5050 COHASSET RD CHICO, CA 95973 530-230-8222 License #: 812061 Architect: Engineer: Total Square Ft: Valuation: Census Code: 1387 S.F. $90,155.00 CONSTRUCTION LENDING AGENCY This permit is hereby issued under I hereby affirm that there is a construction lending agency for the Resoluf n 10 do -Work indic ted at performance of the work for which this permit is issued (Sec 3097 Civ.) Address PERMIT EXPIRES 7q- L13S380 '4f 3 �)— 5— e? �, icable provisions of the Butte County Code and/or which fees have been paid. Date: D _,)Ld n1„ O I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ • Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize represen atives of Butte Count to enter upon the above mentioned property for inspection purpose Print Name: Gam.[ Signature: Date: ,❑ Owner ❑ Contractor ❑ Agent for Owner for Contractor BUTTE COUNTY PERMIT DEPARTMENT OF DEVELOPMENT SERVICES NO. BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 BPD,5 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION BIN # Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY" APPLICAN,T SIGNATURE X For office use only: OWNER Last Name 6 G / First Name ` V Address 32. 71 f3q7_Zc,a3 Ro6yt City V� State C State C/n G"1 Phone g, 5, fl)z2 Phone /v-7�/ 1 , D S G S � P 'G Fax E-mail Lic. # APPLICAN,T SIGNATURE X For office use only: CONTRACTOR Name morrf3 ( G Address So�U OIAQSS�i She City State C Zip '?y 3 Phone g, 5, fl)z2 Subdivision Narrle Fax q�S .10Bo E-mail El Lic. # Clas APPLICAN,T SIGNATURE X For office use only: ARCHITECT/ENGINEER Name I ).— Address ,) Q Zrc. r it,' City CYes,4 No State Zip Phone Subdivision Narrle Fax E-mail El State License Number 66Zqr APPLICAN,T SIGNATURE X For office use only: APPLICANT NAME Name I ).— Addr(s_5,, ,) Q Zrc. r it,' City CYes,4 No State Zip Phone Subdivision Narrle Fax E-mail El APPLICAN,T SIGNATURE X For office use only: Al �oQ _014 Zoning I ).— Flood Zone WORKER'S COMPENSATION SRA CYes,4 No Occ. Type Const. Subdivision Narrle dNla Book Page Lot # EInner ,_ _ t� ^ r v Dat Appd: UVtK IrUK �ULSMiTTAL REQUIREMENTS 4 LOCATION Al �oQ _014 Property Address city ross Street F WORKER'S COMPENSATION Policy Number Carrier s/e� If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Wo �' / G 1-1a 1 � >�- Sq. Footage 3 8 ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): K.�FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 or 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 required. 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. R ived by: Amount: 'D) I � RG Bldg SRA Receipt #: p� (z Sheriff SMIP Other Dat)6-6 Total KtV 2-24-Ub r SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required); No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. ❑ 5. Statement-of-lhtent forNdn=heated and A/C fo on -Residential Buil fags. ❑ 6. Manufactured homes: (A) Installation inst, (Marriage line info, ((Floor Plan, (P) Tie down or fnd plans, all in duplicate. ❑ 7. Metal bld.gs: (A) Metal Bldg Plans; (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Detached Accessory Building Form filled out by the owner (if required). ❑ 12. Hazardous Material Form (for Commercial Buildings only). Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts. ❑ 12. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, please contact a Permit Assistant at (530)538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made whin two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 2-24-05 p®s`' 2-n60 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION' 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: eJI ASSESSOR PARCEL NUMBER O N 1 Proposed Building Use: ✓J Per�ttc4 ni ian: Date: Items required in order to apply for a permit. II boxes MUST be h ked marked NA in order ( pply. 1. Site plans, 3 or 4 sets, signed by the preparer of the plant" lan . 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxesl ❑ 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- 'eated and A/C for Non -Reside igl Buildings. 4 8AWaactured homes nstallation manual, including rnage line info, (�oor Plan, Tie down or fid plans, all in �t� C ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Ele<atipWlin �r''$(jcAL4D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. . ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Letter of intent for non-residential` buildings ❑ 12. Hazardous Material Form <S1> , 13. Acknowledgement of building permit application without required clearances. ❑ 14. Other R iiiaining items -needed to issue the permit. (May require additional plan review upon receipt of the following items.) qy l 15. Sanitation and site plan approval4rom the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable ❑ 16. Fire Sprinklers...........................N.................. ................................ G ln�z5 ` ❑ 17. Agricultural Buffer clr and site plan aprfrom the Ag Commissioner Sent by ❑ 18. Soils Report and/or Engineered Foundation•required........................................... ❑, 19. Erosion Control Plan Required........................................................................ p� 20. Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ .. 21. City of Chico Plumbing permit........................................................................ -- ❑ 22. Site plan and business license approval from the City of Biggs .............................. 23. California Department of Forestry plan approval �Waid. Sent by:.... 24. Planning approval for (A) Use: �(B)Parking: (C) Parcel Check:...... 6- U, ❑ 25. Contact Land Development about _ Improvements, _ Drainage ........................ 26. NPDES Form.....................................................................:....................... rG[ 27. Encroachment Permit for driveway from the Public Works Dept.z4"t /&asp o8/ic%dam f �N ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 29. Worker's Compensation Carrier and Policy Number ........................................... ❑ 30. Owner -Builder Verification ( _ Given to owner, _Mailed to owner) ..................... O 31. 'Letter of Signature authorization.................................................................... 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits... ............................. I ........................ ❑ 34. Deed Restriction..........................................................::.....�-�.................... ❑ /N 35. -c!Cegal description, O.H. Title, title search, registration 611kdO .................... ❑ 36: -Cher: ❑ -37. Other: Whenissued Telephone �� �� ��- 1 and hold for pickup.. I have been informed of the above items and requirements for obtaining a building permit. Applicant: 1. Index pe 2: Addition Contractor; desiondr;,+owner, vias advised'of the above data by' ❑' phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the, bove data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewedby: Date: -Plans approved by:, Date: A Structural reviewed b : Date: Structural approved by: Date: 41/ Note transfer by: Date: Yellow: Building Division vlr- ication for the above items numbered:, _`Css t Date: �J Plan Check Letter �� s 2�c� COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 PHONE (530)538-7541, FAX (530)538-2140 SCHEDULE OF RECEIPT OF FEES Website: www.buttecounty.net/dds r OWNER ///�N/LIZ S A.P. # JPRkEDBUILDING USE JVE)k) / IVrW S / 1� J &4.11 F_WVJ . DATE4"LJ RECEIPT # DATE REC. ILDING PERMIT FEES �Q -- Balance Due ..................... $ --- FEMA Flood elevation review ... $ 1 plan checking Fee.... $ rn DISTRICT FEES �© ✓�`�' 6 tl�i� I��IJ-' r ?%j —� pchool District Office) (form available after Plan Check) 3. SHERIFF FEES (paid at Building Division) ommercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg.LN 4. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) G3S3� O -7 5 RESIDENTIAL DEVELOPMENT IMPACT FEES C( . G;V�n 1064)5 COUNTY WIDE (per dwelling) $ CHICO URBAN AREA (per dwelling) $ EL MEDIO FIRE DISTRICT (per dwelling) $ O RICO SPECIFIC PLAN (per dwelling) Zoning SRA FIRE INSPECTION AND PLAN CHECK FEE $204.98 (paid at Building Division) b--%-05'_ v3gq-a e 7. WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) SMIP b�. �d 9. DRAINAGE 10. OTHER 11. OTHER 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 dt%ing the plan clbpcking process. APPLICANT // —` DATE �-3-0j— Pursuant to Govbg0ment Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days fronK the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 7/05) I Nick Morris, owner of /Morris Construction, do hereby give my permission for to pick up and sign for permits. Thank you, Nick Morris 1 IiUTTE COUNTY DEVELOPMENT FEE CERTIFICATION FORM ❑ FEATHER RIVER RECREATION AND PARK DISTRICT (FRRPD) ❑ CHICO AREA RECREATION AND PARK DISTRICT (CARD) PARADISE RECREATION AND PARK DISTRICT (PRPD) 0 DURHAM RECREATION AND PARK DISTRICT (DRPD) Assessor Parcel Number (s) b J U – 560– Q (y Building Permit Number 052OW Property Owner (s) Project Location /A Subdivision Name Assessable Sq. Ftge `�`] Type of Residential Development (check one) New Development Single Family -Detached Single Family -Attached Alteration/Addition(s) Non -Residential to Residential Multi -Family Dwelling Mobile home Mobile home replacement verified by Assessor Department Demo Permit (date issued ) verified by Building Department Comments: ,"7�L� %� �'� �G�57��5�4�70 1 1—/1afai7- 6' y Sep vWzL<- 6z Department 0 FRRPD CARD ❑ ASIifcant Name Mailing Address N. Date &�_/7"05--- ❑ RPD certifies that: A CL , g/c City Mate Has complied with requirements of the Butte County Board of Supervisors Resolution No. by Payment of: Dwelling Units @ $ per unit for a total of $ Square Feet @ $ per sq foot for a total of $ Remarks: 116 Paid �y flePaid by Cash: Receipt No: Dzo, Park IYistrict Representative K:\FORMSWILDING FORMS\park-rec standard form rev Ldoc Date Zip TRA t 10-0(73 BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District 1 / t UVI I �� ` 1� ll� Building Depa ent No. L J A.P. Number p5$'�01-1 Jurisdiction: City County Property Owner Property Location/Address 3 271 Buzz cas Rw_ s� Rd. Quic ow Subdivision Lot No. Residential Development © Q Q €Sq. Footage I�$7 No of Living Mobile Home 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 0 Q Sq. Footage New Addition (Including Exterior Roofed Areas) L �ICa/�5 Building Department Represera)ative -�3 District Identification No. 0600;9 � I uzolI LZ t cbm h School District certifies that (Applicant) (Street Address) (Phone Number) O rzz `(I l Y CAA (City) (State) (Zip Code) has corraplied with the requirements of Resolution No. representing I� square feet. "UzinIli �,IZLt District Representative Paid by Check # . I C)S - � v by payment of $ -` I I I ':_� 1.0 3 B 2926 '•'r ' $ ULL MITIGATION $ Date Notice: You may protest the Imposition of the fees Identified above by submitting a written protest to the District, In coh*iance with Government Code Section 66020(a), within 90 days from the date two are paid. Failure to submit a timely written protest will prohibit you from challenging the Imposition of the fees In any court acdon. H, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District Is notified by the applicable Local Planning Agency that this project Is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate Its Impact on the school district's schools. White (school district), Yellow (building department), Pink (applicant) feefbrm.xls (3ftWnm .: ,.. <•::;fi''a'.:.:�a�.ruiar•.va : ta:as. rwe°'; 11/15/04" "12:29. F4E'. 530 894 7647 ate RECORDING REQIjESTED BY: Fidelity National TWO, Of California E.0W No. 102307SL 77de order No. 00102367 When Ftecotded Nlell Document and sax Statement To: Mr. James O'Daniel & Sue Osborne 2082 Live Oak Blvd Live Oak, CA 95953 INTEGRITY`CRI'CO ''.:IMOD$_', `"` ! BTEC CUSTOWI RSERVICE BTEC ORO IM005 81��lilll l lllillllllllllll liar 11 2 0 1 —004372 1 OfflelayOaf rds i TAX ed nz 2L9900 HlN7E 1 CANI1ACf 3. 61uIDBS 1 Re MSE nWON 1 Assistant I Cindy e9re0AN r"ep-Ml I Page i of 2 DATED: September 20, 2001 STATE OF CAU RNIA COUNTY OFA ON before me, e V ersonally appeared -JACK M ERI & OLLY MCWHEATER- personally known to me (or proved to me on the basis of satisfactory evidence) to be the parson(*) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/sheAhey executed the same In his/1lerhheir authorized capacityPes), and that by Wher/their signatures) on the Instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrumenu Witness_tny hand and official seat. 1 '0 . MAIL TAX FD -213 (1ev 7/96) I ©/ The undersigned Grarntorts) dedars(s) Documentary transfer tax Is 620.90 [ X I computed on full value of property conveyed, loss or ' it time of sale, ( ) computed on full value value of Rens or encumbrances remaining [X' I Unincorporated Area City of unincorporated area of the FOR A VALUABLE CONSIDERATION. receipt of Is hereby sclnnow(edged; Jack McWherter and Polly McWhorter, husband and wife hereby GRANTS) to James O'Daniel, An Unmaril ad Man and Sue Osborne, f4,n Unmarried Woman as,Jolnt Tenants the following described real property In the unincorporated arae of thei County of Butte, State of California SEE EXHIBIT ONE ATTACKED HERETO AND MADE AL PART HEREOF I DATED: September 20, 2001 STATE OF CAU RNIA COUNTY OFA ON before me, e V ersonally appeared -JACK M ERI & OLLY MCWHEATER- personally known to me (or proved to me on the basis of satisfactory evidence) to be the parson(*) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/sheAhey executed the same In his/1lerhheir authorized capacityPes), and that by Wher/their signatures) on the Instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrumenu Witness_tny hand and official seat. 1 '0 . MAIL TAX FD -213 (1ev 7/96) I .. :. i. <t�::>.:.':'.=+; r:.i LG la7 ua isT�ifJ =1^wA •:` ;: i- <,i. ':;. i.-: ;:'c:. ::: -,"UHUVAL-!it' 04 .'Y2:i9. FAX, 530 894 -7647 ST C"CUSTOUER SERVICE. J BTEC. ORO' Q006 Em�ow. No, 10?367sL Tf9e order Nw 00102367 i EXHIBIT ONE A portion of Parcel 1, ac shown on that certain'Parcat Map filed in the Office of the State of California on December 8, 1972 In Book 44 of maps at page 74, being more Commencing at the Northwest comer of said Section 33, being also the Nordtww Wang the Northerly line of said parcel, South 780 29' 57" East 1157.55 feet; ti 239.30 feet: thence South 520 19' 09" East 324.25 feet to the TRUE POINT OF E LAND HEREIN DESCRIBED: thence South 800 13' 091 East, a distance of 121.74 West, a distance of 137.27 feet; thence South 770 34' 09" East a distance 4 Northwesterly fine of the Nelson Bar Road, as shown on said parcel map; thence at Nelson Bar Road; South 800 27. 39" West, a distance of 11.39 feet; thence Soul of 70.05 feet; thence Sough 590 04' 00" West a distance of 170.41 feetto the Nort on said map; thence leaving said Road and along the Northerly line of said Parc distance of 156.40 feet to the most Southerly corner of that certain parcel of land, Ellen Brown to Fries R. Brown, et ux recorded June 10, 1374 in Book 1915 of Of6, North 420 37' 36" East, along the Southeasterly Vne of said Brown property, a dig of beginning. Together with a non exclusive easement for road purposes and public utility pv" sold parcel map. i eco rder of the County of Butte, articularly described as follows: corner of said Parcel 1; thence nce South 210 14' 51" West, :GINNING FOR THE PARCEL OF eet: thence South 221 00' 51" 94.00 feet to a point on the ig the Northeasterly lime of said 660 61' 52' West, a distance oast comer of parcel 2 as shown 2, North 650 28' 531 Wast, a femMed in the deed from Mary at Records, at page 435; thence ace of 299.64 feet to the point over strips of lend as shown an AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 2005-0048341 Recorded I REC FEE I0.0@ Official Records I County of I COPIES 2.50 Butte 1 CIPAJ CL J. 6RLiBBS I County Clerk -Recorder! i I BW 0I2:31M 16-Auq-2005 I Page I of NII III III I IIII I IIII 11111111 IN 11 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: S°ee- 4 TL'tC'"ke'oe Date - State of California County of.5AAVM On _ sklo 5 before me, i. e personally appeg(red , i eL (�' • /) t/DZ)hC , E, )aA4-d reF"004 ane (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s);'are subscribed to the within instrument, and acknowledged to me that hrftft/they executed the same in if r/their authorized capacity(ies), and that by hig+er/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the i trument. WITNESS-r—y h -*d anchofficial slew. re A.P. # Eapaw " SATINDERJITKAUR Seal: ccy COMM. # 1415624 % ®® „ NOTARY PUBLIC - CALIFORNIA Z s '' SUTTER COUNTY 'aCIFOPN� My Comm. Expires MAY 04 ------1:1A I0/U4' ,LJ:d.3 l-A.i L41'61: 5111<L11',1 LLE. INTEGH1'1.1.CHIC0 1pJ0.05.:. 11.i].Gi04..'12:29 FAX 530 804 7647 DTSC CUSTOXER SERVICE �` 13TI:C URO. E --a , N0. 1023G7 -SL . . TMe ".t Pio. 00102367 EXHIBIT ONE I, I, A portion of Parcel 1, as shown on that certain Parcel Map filed In the Office of the jtecorder of the County of Butte, State of California on December 8, 1972 in Book 44 of maps at page 74, being more particularly described as follows: Commencing at the Northwest carrier of said Section 33, being also the Northwest corner of said Parcel 1; thence along the Northerly line of said parcel, South 78" 29' 57" East, 1167.55 feet; thence South 21" 14' 51 West, . . 239.30 feet; thence South 520 19' 09' East, 324,25 feet to the TRUE POINT OF OGINNING FOR THE PARCEL OF LAND HEREIN DESCRIBED; thence South 800 13' 09" East, a distance of 121.74ideet; thence South 220 00' 51" West, a distance of 137.27 feet; thence South 770 34' 09" East, a distance of 94.00 foot to a point on the Nordiwostorly line of the Nelson Bar Road, as shown on said parcel map; thence along tho Northeasterly Irma of said - Nelson Bar Road; South 80" 27. 39' West, a distance of 11.39 feet; thence Sou{h GGa 61.' 52" West, a distance of 70.OS feet; thence South 590 04' 00" West a distance of 170,41 feetto the Northeast comer of parcel 2 as shown on said map; thence leaving said Road and along the Northerly line of said Parcel 2, North 650 28' 53".West, a distance of 156.40 foot to the most Southerly corner of that certain parcel of Iand`described In the deed from Mary Ellen Brown to Enos R. Brown, at ux recorded June 10, 1374 in Book 1915 of Official Records, at page 435; thane North 42" 37' 36" East, along the Southeasterly line of said Brown property, a distance of 299.64 feet to the point of beginning. j Together with a non exclusive easement for road purposes and Imblic utility purpocli s over strips of lend as shown on said parcel map, � r� I i I I j I. I • i I• p I l Butte County Department ofDevelopinent Services Tr 0 %3' O 7 County Center Drive O O .. � O Oroville, CA 95965 . ' (530) 538-7601 Telephone O„". -~'oma ° (530) 538-7785 Facsimile )BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES I request and authorize the Building Division to process this building permit application through the plans examination process WITHOUT first obtaining all necessary, related permits and clearances from other regulatory entities, including but not limited to, Planning, Environmental Health, Land Development, County Fire, and Agriculture. I hereby acknowledge: I need to submit applications for septic and/or well to Butte County Environmental Health immediately. • I am required to bring the approved Environmental Health site plan and approved sanitation clearance to the Building Division as soon as clearance is obtained I am responsible for notifying Development Services, in writing, to stop processing of the application and to arrange for disposition of plans. The Building Division will process the application through the plans examination process, as submitted, without input from other regulatory entities that could prohibit issuance of the building_ permit or r uire submission of amended building plans to the Building Division. Once the plans examination process begins, there will be no refund of plans examination fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. Within one year from the date of application for a building permit, all other required permits and clearances from other entities must be obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application. Typically other required permits/clearances include, but are not limited to, verification the parcel was legally created, adherence to. all mitigations and conditions imposed on the parcel at time of creation, as well as zoning requirements, legal access, and applicable set -backs and environmental issues (fire, agriculture buffer zones, and habitat/species). Please print: Applicant Name: &rrl 6xS&I.G-n.oyl APN: os�-Sam_ o� Building site address: 3� /✓u Z r—,rcls bv5-q V Permit No.: f ®lq 2060 boli C OL j Ch cl�,C I have read, understood and accept the terms and conditions as expressed herein as indicated by my submission of the above -referenced building permit application and my signature below: SIGNATURE O APPLICANT DATE --T*-%, D D o n I!eJ 8 L r�? 0A, NI § t .71 57 f, - wt� Mti yf... .... — -2A AFMSPS HFNDE-RING FHCArt ELEVATION W171i SITE-6clu rARA'3t; nEL,9501-G-5 APPROX 1387 SO. -FT. – 26'-8" X 52'.4" -9.041 ZNDOW OPT 4 —DRIN UATH 4. OR 2 WALMN N. CWSUT *4ll e $ t,1 T7, PAR j" Ge f MST MR UVI14G ROOM 4- 140 i T);.f r.v, , ',� , �4' YJ PE20-4- 01M OARME 11� cum I (opmom ""GIOLE DOIMI .................... III! Ig 90% vle,"1665! qip� 1� TnA /TrIA11' 'ID'S01 --T*-%, D D o n I!eJ 8 L r�? 0A, NI § t .71 57 f, - wt� Mti yf... .... — -2A AFMSPS HFNDE-RING FHCArt ELEVATION W171i SITE-6clu rARA'3t; nEL,9501-G-5 APPROX 1387 SO. -FT. – 26'-8" X 52'.4" -9.041 ZNDOW OPT 4 —DRIN UATH 4. OR 2 WALMN N. CWSUT *4ll e $ t,1 T7, PAR j" Ge f MST MR UVI14G ROOM 4- 140 i T);.f r.v, , ',� , �4' YJ PE20-4- 01M OARME 11� cum I (opmom ""GIOLE DOIMI .................... III! Ig 90% vle,"1665! qip� 1� TnA /TrIA11' W 0 W F- W I Q lzr OD LO L0 m m ul N CD STANDARD UTILITY LOCATIONS SYM DESCRIPTION DISTANCE FROM END / FROM SIDE 1 GAS INLET ® 46'-4" ®2'-0" 2 DRAIN 01 TLET ® 24'--8" ( 9'-4" 3 WATER INLET ® 43'-4" 0'-10" 4 ELECTRICAL INLET ® 32'-8" ® 7'-9" 5 ELECTRICAL X -OVER 9 48'-8" ® 13'-4" 6 HEAT X -OVER ® 4'-10" & 45'-10":@ 13'-4" 7 DRYER VENT @ 40'-2" 0 1'-0" 10 OPT. METER BASE @ 47'-4" @ 0'-3" 11 WTR. X OVER ® 12'-8" @ 13'-4" BP-# LOCATION HOOF ZONES (LOAD IN POUNDS SUPPORTED BY PIER) 20# 30# 40# BP -1 0 0'-0" 2931 3908 4885 BP -2 @ 14'-8" 6130 8174 10217 pP 3 V7 3v' v juvi i i lull r zp 'i BL -4 ®44'-0" 3463 4618 5772 ©Pl 5 ® 52'-0" 800 1066 1333 13863 - ® 30'-8" 9947 12789 STANDARD WITH 60#-.80#-120# HBOS Manufacturing, LP Marlette_ 1 ROOF ZONES (LOAD IN POUNDS SUPPORTED BY PIER) BP-# LOCATION 60# 80# 120# BP -1 ® 0'-0" 6840 8794 12702 BP -2 @ 14'-B" 10572 13593 196.34 22° -8" 7465 9598 13863 - ® 30'-8" 9947 12789 18473 LP ® 44'-0" 9947 12789 18473 ® 52'-0" 3732 4799 6932 HBOS Manufacturing, LP Marlette_ 1 cn tJriklTY NfEASUREI4ENT5-� o . FROM THIS CORNER \'1- Lij J0 1/4 H T w - J Q m: 991/? ti 6!A RlJC L1lVE .i0 114 301/4 f T DIMENSIONS SHOWN ARE ACTUAL FLOOR BOX SIZE DOES NOT INCLUDE SIDING AND ANY' SET UP VARIANCE DOOR fx411V FRAM ll !0' hPErW r--- ------------ --------------------------------------I ' ----------------T- fcwksf 161011 FROYT X-IfEK — --- ----- — + F — — -- f • i- --- - -} -4-=—•----- T -T 5 41L1.I j -NAM, 44�j 5 � 9'> I WAFT. 60$/iSW120d ROOF LOAD] rl/2 Lo � I W-3-� v Lr)Jo X14 w • 3fi- Y� 004R m---------- a m TUM NDIf S: C N �£Plln�9LfP1Lt�JAen fn co»1s�QQ� M/epplfca6Je Code ), Ba(ar l to /na[a)fef/on Jna�Riwl/nn L�=-:-- 1 /or Vetn-/-Beam �.S/(A_.lJeLt2Sp¢6f )BGpla unts-m mf(orm(y ems. cn tJriklTY NfEASUREI4ENT5-� o . FROM THIS CORNER \'1- Lij J0 1/4 H T w - J Q m: 991/? ti 6!A RlJC L1lVE .i0 114 301/4 f T DIMENSIONS SHOWN ARE ACTUAL FLOOR BOX SIZE DOES NOT INCLUDE SIDING AND ANY' SET UP VARIANCE DOOR fx411V FRAM ll !0' hPErW r--- ------------ --------------------------------------I ' ----------------T- fcwksf 161011 FROYT X-IfEK — --- ----- — + F — — -- f • i- --- - -} -4-=—•----- T -T 5 41L1.I j -NAM, 44�j 5 HBOS Manufacturing, LP Marlette_ .� c � 9'> I WAFT. 60$/iSW120d ROOF LOAD] rl/2 Lo � I W-3-� v Lr)Jo X14 • 3fi- Y� 004R m---------- 52' -Om m TUM NDIf S: I'T �1NUF,R HaMF: N �£Plln�9LfP1Lt�JAen fn co»1s�QQ� M/epplfca6Je Code ), Ba(ar l to /na[a)fef/on Jna�Riwl/nn L�=-:-- 1 /or Vetn-/-Beam �.S/(A_.lJeLt2Sp¢6f )BGpla unts-m mf(orm(y ems. n• &v B= (=dLymAnLr CD nit _¢!1_¢1d�x1n�41taln_adcAJJale ernlllellnn E.) 1[dllf_EAWEaRLMDAU Ln CD --- --•-- JJATUM _LIKE--NEI-1Lv,). HBOS Manufacturing, LP Marlette_ .� c 6- 6-05; 2:57PM;TJT ,1 Vector Dynamics Foundation System INSTALLATION INSTRUCTIONS for the State of California Version 9/212003 INDEX COMPONENT PARTS AVAILABLE UPON REQUEST ;530 661 3390 # t/ 20 Approval UAMNAMOD AONBl1108M 160!16 FOUNDAMON SVS78Y MALW AMID &OWM COM OCUM 1O APPROVED /q=710p01110=4 M=11l1!o p!!!Of►AL � KO'rAQlROR1Z6dR A4rRdYs OMMM OROMMUM PROM ABQtI#Ri1Um" ATHMAME 5 18 LAVs= AICD RUGILAIMM after Cdifonla d 54.0 aG>l66A1� �Q�OfESSIO& M. Wigs F2c �v No60245 X � . 01 * clvk OF CW 10.3 00 w 0 N O M O PAGE RELEASE SECTION NUMBER DATE INTRODUCTION 2 9/2/03 GENERAL INSTALLATION 3 9/2/03 PARTS LIST 4 & 5 9/2/03 LONGITUDINAL DEVICES 6 9/2/03 PIER HEIGHTS 7 9/2/0 SET UP INSTRUCTIONS 8 9/2/03 >h n FOOTER SIZES WIND ZONE I - SINGLE 9 9/2/03 - DOUBLE 10 9/2/03 - TRIPLE 11 9/2/03 - HIGH PIER 12 9/2/03 WIND ZONE 11 - SINGLE 13 9/2/03 - DOUBLE 14 9/2/03 - TRIPLE 15 9/2/03 V -DRIVE & PIER SYSTEMS 16 9/2/03 SOIL CLASSIFICATION 17 9/2/03 CONCRETE INSTALLATION 18 & 19 9/2/03 COMPONENT PARTS AVAILABLE UPON REQUEST ;530 661 3390 # t/ 20 Approval UAMNAMOD AONBl1108M 160!16 FOUNDAMON SVS78Y MALW AMID &OWM COM OCUM 1O APPROVED /q=710p01110=4 M=11l1!o p!!!Of►AL � KO'rAQlROR1Z6dR A4rRdYs OMMM OROMMUM PROM ABQtI#Ri1Um" ATHMAME 5 18 LAVs= AICD RUGILAIMM after Cdifonla d 54.0 aG>l66A1� �Q�OfESSIO& M. Wigs F2c �v No60245 X � . 01 * clvk OF CW 10.3 00 w 0 N O M O 6- 6-05; 2:57PM;TJT Tie Down Engineering, Inc. ;530 661 3390 # 2/ 20 VECTOR DYNAMICS INSTALLATION DESIGN INSTRUCTIONS Introduction These instructions describe the proper use of the lateral and longitudinal foundation system. You may also refer to the home manufacturer's installation manuals that include the Vector Dynamics system as an alternate foun- dation system. General The Vector Dynamics Foundation System provides the support to resist lateral, longitudinal and over -turning movement of the home as required by the Federal Manufactured Home Construction and Safety Standards in a specified wind zone when the system is used as described in these instructions. Please verify state or local wind load requirements prior to installation of the home. The Vector Dynamics Foundation System resists lateral & longitudinal wind & seismc loads by anchoring the two longitudinal main rails. The system is approved to be used on single or multi section homes: Nominally 12 feet to 16' feet wide- (single section) with main rail spacing of 95 inches or greater on center; multi section main rail spacing of 75 inches or greater on center. Nominal 8 foot or less top plate height at sidewalls with main rail depth of 12" or less., Maximum roof slope of 20 degrees (4.4" in 12" slope). Maximum eave width (roof overhang of sidewall) of 12" for Zone I, 8" fo Zone II Maximum pier height under main rails -see page 7. The Vector Dynamics Foundation Systems may be used as a part of the vertical or gravity support system con- sidering that each Vector Dynamics pad has two (2) or (3) square feets bearing area. To inquire about the use of the Vector Dynamics Foundation Systems with homes of four or more sections, other widths, or on homes requiring pier heights which are not included in these instructions, contact Tie Down Engineering, Inc. at 1-800-241-1806. The Vector Dynamics Foundation System has not been designed for use on exposure "D" homes within 1500 feet of the coastline. Additional vertical anchor ties that are unique to a home's design may be required by the home manufacturer. These locations may include shear wails, marriage line ridge beam support posts, end frame ties and rim plates. oom Pane 2 California 9/2/03 6- 6-05; 2:57PM;TJT ;530 661 3390 # 3/ 20 GENERAL INSTALLATION INSTRUCTIONS SITE PREPARATION It is necessary that the horde site be properly graded and sloped to prevent water and moisture from standing or flowing beneath the home. FOOTINGS AND FROST LINES The Vector Dynamics Foundation System was designed to be placed directly on top of the ground (or poured concrete) after clearing all loose vegetation. In areas with frost heave, use Vector for Poured Concrete (see pages 20 & 21) to comply with local requirements for footer depth. FOUNDATION/FOOTING SPECIFICATIONS FOR VECTOR PADS Vector Pads are used in place of conventional foundation pads. One Vector pad provides two or three square feet of bearing support. Vector Systems should be spaced as symmetrically as possible along the length of the home. For pier locations in'between the Vector Systems, use the normal foundation pads. LUMBER/MOISTURE - TERMITE SHIELD To cut PVC or lumber (2 - 2x4's,1 - 4x4 or 1 adjustable steel commpression member per Vector system) for the center compression section,when using concrete blocks for piers, measure center to center frame (I-beam) dis- tance and subtract 16°. When using METAL PIER STANDS, measure center to center frame distance and add 16". ALL WOOD MUST BE PRESSURE TREATED, GROUND CONTACT RATED. Tip. Pre-cut your lumber and mark as to brand or model of homes you will be installing. If frame widths are the same, the pre-cut boards will also be the same length in each Vector set-up. STRAP INSTALLATION All frame ties and diagonal straps must go from the anchor to the top of the 1 -Beam. See illustration below. . 1. Attach frame hook to top inboard location of 01" beam. (Frame hook must be attached to frame at points closest to floor support.) 2. Keeping in line with the hook, wrap galvanized strap completely around "I" beam. 3. Pull strap past anchor head approximately ten inches before cutting to allow enough strap to give a minimum of five turns around the slotted anchor bolt. 4. Thread loose end through slotted bolt so that the strap is flush with the other side of the bolt. 5. Tighten slotted tensioning bolt a minimum of five full turns. Page 3 California 9/2/03 A 6- 6-05; 2:57PM;TJT Vector Dynamics Foundation Systems Lateral Component Parts List 530 661 3390 # 4/ 20 Vector System Lateral Stabilization Block Pads #59018 - 2 sq. ft. single/double block pads with hardware, swivel straps and slotted bolts Vector System Lateral Stabilization for Concrete # 59036 - Single (only) block pads with hardware, swivel straps and slotted bolts. # 59049 - Double block pads with hardware, swivel straps and slotted bolts. Vector System Lateral Stabilization For DIRIcult/Rocky Soils # 59287 - V Drive System Must be used with: # 59018 - Vector for single/double block pads 3 Sq. Ft. Pad Vector System # 59271 - Vector 3 sq. ft. pad (2 required) # 59024 -Vector Lateral Hardware Kit, includes PVC adapter. Strap/Swivel Strap Connectors & slotted bolts not included. Paqe 4 California g'` 9/2/03 6- 6-05; 2:57PM;TJT ;530 661 3390 # 5/ 20 Vector Dynamics Foundation Systems Longitudinal domponent Parts List MOML Longitudinal Stabilization Hardware Kit # 10733 - (for use with 59018 Vector System, single stack block sets only. Longitudinal struts not included) Longitudinal Stabilization Hardware Kit for Concrete # 59023 - Includes 2 beam clamps, tension brackets, nuts and bolts. (for use with #59036 & 59049, longitudinal struts not included) 3 Sq. R. Pad Vector Longitudinal System # 59026 - Includes 2 beam clamps, 2 tension brackets, nuts & bolts. (for use with #59271, longitudinal struts not included) Struts for Longitudinal Systems Part No. Length Pier Height # 59016 30" up to 2 Blocks # 59012 39" up to 3 Blocks # 59013 44" up to 4 Blocks # 59014 53" up to 5 Blocks # 59015 65" up to 6 Blocks PVC Adapter Bracket # 59281 - For use with Schd 40 PVC Center Compression Strut s # 48612 - Single Section, 62"- 108" Q # 48613 - Double Section, 34"- 60" L (includes short u -bolts, nuts, washers and 6 self taping screws) �/ d= Page 5 California 9/2/03 a s 6- 6-05; 2:57PM;TJT Longitudinal Stabilizer Devices ;530 661 3390 # 6/ 20 The use of LSD systems on a single or multi section home replaces longitudinal anchors, stabilizer plates and straps. The Longitudinal Stabilization Device (LSD) is used with the Vector Dynamics System oto resift loads in the longitudinal direction (short dimension) of home. The number of LSD required is shown on pages 10-13. LSD Combine Vector Dynamics t. Longitudinal Foundation Pad r t; 2 Beam Clamp (2 per system) Nate: Two struts = t L.S.D. system. 3. Longitudinal Strut (2 per system) Can be used on one pad or slips on ^ 4. Tie Bracket (2 per system) opposite ends of the home. Examples of POSSible Placement: Wind Zone (Contact TlE DOWN for placment in other Wind Zones) Triple Section Wind Zone I Single Section i I I 1 1 I I I I I I I 1 ( I I I 1 I I I I Wind Zone I Double Section 18 Ft. Max. 32 Ft. Max. Forgreater widths use triple section design. Paae 6 Wind Zone I Tag Section 48 Ft. Max. California 9/2/03 6- 6-05; 2:57PM;TJT 50 in max. maximum Pier Height ;530 661 3390 # 7/ 20 Vector Dynamics Foundation Systems may be used on single section homes in Wind Zone I which require pier heights (from surface of Vector pads to top of concrete or metal pier) not to exceed 50 inches under one or both main rail(s). Note that a ground anchor must be used at each Vector system location where the pier height exceeds 24 inches for single section homes. On multi -section homes in Wind Zone I, an anchor must be used at each Vector System location with pier heights above 46" with the fallowing exception: double section homes that are 24' wide, in Wind Zone I, have a maximum pier height without anchors of 38". See page 12 for double section home high pier set instructions. 50 in max. Unequal Pier Heights Aaximum Homes with unequal pier heights are limited to 50" maximum pier height. The difference between the taller pier and the shorter pier cannot exceed 26". ,�p <ffi3a-I Page 7 California 9/2/03 6- 6-05; 2:57PM;TJT ;530 661 3390 # 8/ 20 Set -Up Instructions for Vector System #59018 Long U -B 1. Set Vector Pads Clear all vegatation where pads will rest. Place a long U -bolt in pad as shown. Press or ham- mer pad into the ground. 2. Set Block or piers on pads. Center foundation blocks or piers on pads. Place pre-cut center compression member between blocks, resting on pads, centers between U -bolts as shown. 3. Outside Tension Bracket Attach outside tension bracket as shown to out- side of pads. 4. Inside brackets & straps Attach the inside tie brackets to the U -bolts over the compresion member. Attach a strap w/hook or swivel strap w/nut & bolt. Place other end of the strap over opposite 1 -beam & down to out- side tension bracket. Cut strap 12 - 15 inches past bracket. Attach strap & slotted bolt in bracket. Tighten strap until tight with 4-5 wraps around bolt. Repeat with opposite strap. �xl� Pane 8 California 9/2/03 14 31 1 ago �n LID r � • �. y`.r-"s rl��. u.?� W�ii �y� t�e"E'e";-- sT��•`��� ":moi' �N� �''}�`��,,: �--� VO Note: L.S.D.= Longitudinal Stabilization Device C-) See Page 6. w 0 a f WIND ZONE I C�1 c� } 3' w \2 sq. ft. pad/ 34 R• NOTE: Vector Systems should be spaced as symmetrically as possible along the length of the home. Pier spacing must be consistent with home manufacturers' Soil Classifications: 2, 3, 4A, & 4B instructions and/or state requirements. Soil Bearing Capacity: 1,000 PSF minimum Anchors Required: 30" with 2-4° helix anchor (59095). 120 stabilizer plates (59292).1-1/4" frame ties Home Length Vector Systems Required Anchors Required Per Side or 24 Pier 24+" Piers L.S.D. 0 to 72' 3 2 3 2 73' to 90' 4 3 4 2 Each Vector Syetem requires one of the following: 1-44 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) 'O W f0 CD j 0 n w 0 co to N 0 WIND ZONE I, SEISMIC ZONE 4 Vector Dynamics Systems Required for Double Section Homes (Materials Required) _ _ , _ t�On borne ^ `;. `�. 1e seg \ ` do%�b e O{ _-' ' •max \`\ 1 \`\ %% ♦\---------�- +EXamP 01 i.. "Zn 1 r. Y: 1 ♦ 1 ;s » s ♦ NOTE: Vector Systems should be spaced as symmetrically as possible along the length of the home. Pier spacing must be consistent with home manufacturers' Instructions and/or state requirements. No anchors required. For pier heights up'to 46" for WIND ZONE 28'-36' wide, 38" for 24' wide. See Pg 12 for high pier instructions. 2 sq. ft. pad/ Soit Classifications: 2, 3, 4A, & 40 Soil Bearing Capacity: 1,000 PSF minimum Anchors Required*: None ('Marriage wail anchors may be required by home manufacturer) Home Length Vector Systems Required Anchors Required Per Side L.S.D. 0 to 40' 2 0 2 41' to 66' 3 0 3 67' to 84' 4 0 4 85' to 90' S 0 4 Each Vector System requires one of the following: 1-40 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) Note: L.S.D.= Longitudinal Stabilization Device See Page 5. WIND ZONE I, SEISMIC ZONE -4 Vector Dynamics Required for - - " ept9°tVe�tOr SY a�n TripleSeedion Homes _-0,�?a; (Materials Required) -K ogEpah°ws ? : ; n NOTE: CU When a pier height at Vector locations exceeds 46", an anchor must be used on the outside wall/beam at that approximate location. Tag ori: full triple NOTE: Vector Systems should be spaced as symmetrically as possible along the length of the home. Pier spacing must be consistent with home manufacturers' Instructions and/or state requirements. w 2 sq. ft.'pad 2 sq. ft. pad Soil Classifications: Soil Bearing Capacity: Anchors Required': 2, 3, 4A, & 4B 1,000 PSF minimum None ('Marriage wall anchors may be required by home manufacturer.) Home Length Vector Systems Required Anchors Required Per Side LSD Main TAG 0to48' 2+2 on Tag 0 2 1 49' to 71' 3+ 2 on Tag 0 2 1 72'to84' 4+2 on Tag 0 22 85' to 90' 5+ 2 on Tag 0 2 2 Each Vector System requires one of the following: 1-4x4 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) n w 0 sv 'i : ----- WIND ZONE I, SEISMIC ZONE 4 (High Pier Sets) Vector Dynamics Systems Required for _ �; " ' Double Section Homes (High Pier Sets with Diagonal Ties) - . - - n home - ' ` J double se rt%o , mP1e °f a NOTE: Vector Systems should be spaced as symmetrically as possible along the length of the home. Pier spacing must be consistent with home manufacturers' Instructions and/or state requirements. WIND ZONE 1 Max. Height Unit Width See Page 7 co NO N i W_ Spacing \2 sq. tL padr 4s• Min. 0 to 48' .2 2 2 49' to 71' 3 3 3 72' to 84' 4 4 4 85' to 90' 5 5 4 Soil Classifications: 2, 3, 4A, & 4B Soil Bearing Capacity: 1,000 PSF minimum Anchors Required': 30" with 2-4" helix anchor (59095), 12" stabilizer plates (59292) 1-1/4° frame be with connector Each Vector System requlres one of the following: 1-44 or 2 -W's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) 03 WIND ZONE II, SEISMIC ZONE 4 (Hurricane) ' 24" Vector Dynamics Systems Required for Single SeeNon Domes ' (High Pier Sets with Diagonal Ties) _ - e ser'XIO o� sis me a19u1de1ineg -f 2 � S� �,gck g tot 5 ailexioln MOO t� _ - EXamPih w gene" bspa o home In - i �. s and p - .� - �.� Foul 40110" pad `% % % —� { WIND ZONE II (not to scale) Soil Classifications: Soil Bearing Capacity: Anchors Required 2,3, 4A & 4B 1,000 PSF minimum 30' with 4' helix anchor (59095), 1-1/4' vertical ties w/4725 lbs. min. breaking strength. Home Length Vector Systems Required Anchors Equired per side LSD 0to48' 3 6 2 49' to 60' S 6 2 61" to 72' 6 7 2 73' to 84' 7 8 2 85' to 90' 8 9 2 T �,tyP• 2� NOTE: Vector Systems should be spaced as symmetrically as possible along the length of the home. Pier spacing must be consistent with home manufacturers' instructions and/or state requirements. Maximum allowable working drag load for the Vector System with steel compression strut is 4,000 lbs. per the K2 Engineering test report. I [ Each Vector System requires one of the following: \2 sq. ft. pad r 1-4x4 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) 6- 6-05; 2:57PM;TJT - - - - - - - - - - - / 1 ♦ / 1 � 1 ♦ ♦ 1 1 / ' 1 / ♦ / 1/ � / t � 1 / t dm,R 1 t 1 1 =..O t 1 1 Or \ t 1 GOA 1 t 1 W t Q1® t 1 1 1 m pn C6 1 1 p `I t1► 1 'O In 1 \ 0 1 l 1 G - ► t 1 N ID 1 1 t t` of E 1 t 00,0 1 1 1 � (f1 � ► 1 t tea, G N 1 1 l G O.O 1 1 1 G✓ G 1 '� W 1► X w m ► 1► Zt U> > 1 1 O` �a 1 t o�, , M t O 1 1' N 2 t , ♦\ , t V 'c S 0 ► "t . t / I ♦ 1 LY 4 �O t 1 1A VA Y-- - - - - - - - -� 0 Z co Don N` O z C m� avEE •'C.. O r oJ= a 40 cwc m_ vao5 m o d E Lcp C 9 Aa r=yo Le E WO` d G C N 40 H V C t0 0 wr i`a. H ria w o IiiEm� c Io H C2 Page 14 ;530 661 3390 { Of C r N 1m C_ LO C CD No W LO ` p- 0-4.. E U 3 E x v .9 L 00 co I riOb N r M r ccco® O a` i0 U c w cr C to e� m ►N. U = N N aCL 42 � N a m— �o `o 0 �.0 cao C s � yC C �q O H a 3 E y 0V - a o+ d 4/ O y d � � C p W E -90 OU 2co6 # 14/ 20 0 � cri as ch e e o � � V QV ua iD f� ao `e a+ a � 'O a m LO C, • ra m do 40 w CD O O O.0. ... = O Q 40 H W b w , Z N o Z� 111 d �m U) c y c O m O N 8.8 t v m r .O of C O � 3 � N mO O L m mma CL �a yNC�' N � O � t K m cjUJ California H, a U) N i WIND ZONE II, SEISMIC ZONE 4 Vector Dynamics Systems Required for Triple Section Homes-'se�tionto sys�ems - `♦A `, (Materials Required) _ - _ _ - _ - - - 76 tt MVJ%0 t°` yea _ -I ; ♦ `\ `\ Exa�PhoW1 asge�ece►spa : % 1 ♦ 1 \ 1 ♦ I \ 1 ` I 5� ♦ I - 1 \ ♦♦ 1 ♦ I 1 � ' 1 NOTE: When a pier height at Vector locations exceeds 46", an w anchor must be used on the outside wall/beam at that cc approximate location. 1 Ln NOTE: Vector Systems should be spaced as symmetrically as possible along the length of the home. Pier spacing must be consistent with home manufacturers' Instructions and/or state requirements. n sv 0 w co 0 w Soil Classifications: 2, 3, 4A, & 48 - ` -- Y"' Soil Bearing Capacity: 1,000 PSF minimum Anchors Required': 3/4" x 30" with 4" helix anchor (59095)1-1/4" vertical des w//4725 lbs, min. breaking strength. Home Length Vector Systems Required Anchors Required Per Side LSD Main TAG 0to48' 3+2onTag 4 2 1 49'to71' 4+2onTag 6 3 2 72'to84' 4+3onTag 7 3 2 85'to90, S+3onTag 8 3 2 Each Vector System requires one of the following: 1-4x4 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) 2 sa. ft: Dad 9 Rn h nAri 0) 6- 6-05; 2:57PM;TJT ;530 661.3390 # 16/ 2u :.Vector Dynamics . Metal Pier & V -Drive installation METAL PIER FOUNDATIONS For metal piers, place the piers in the center of the Vector pads. Set the single 44 or two 2x4's-through the piers, centered in the U - bolts. Outside Tension brackets attach the same, Inside tie brackets mount 'upside down' as shown in drawing. Metal piers using the Vector System can only be used on level ground sets. Conventional pier adjusters must be placed under beam with upturned edge directed towards the outside of the home. Pier spacing must be consistent with home manufacturers' installation instructions and/or state requirements. To cut lumber (2 - 2x4's or 1 - 04 per, or 1 adjustable steel commpre§sion member, part #59043 Vector system) for the center com- pression section, when using METAL PIER STANDS, measure center to center frame distance and add 16°. Optional Moisture Termite Shield may be required in certain regions. ALL WOOD MUST BE PRESSURE TREATED, GROUND CONTACT RATED. Tip: Pre-cut your lumber and mark as to brand or model of homes you will be Installing. If frame widths are the same, the pre-cut boards will also be the same length in each Vector set-up. V Drive System for rocky soil V -Drive anchors are used only in Zone 1. single section homes V -Drive anchors are used only in Zone I, single section homes in areas where rocky soil conditions do not allow helix style anchors to be installed. Vector Systems are set following the general set up instructions provided. With the V -Drive anchor, the short 2x4 boards used with the outside tension brackets are discarded. In place of the short 2x4's, a longer 2x4 is used as per the diagram above. This 2x4 board should extend from the base of the Vector pier set to 5 inches from the side wall of the home. Place the V -Drive head over the end of the longer board. Using a heavy hammer or electric hammer gun, drive the three V -Drive anchor rods through the V -Drive heads at an angle of approximately 45 degrees under the home. The rods must come to a complete stop on the V -Drive head. Attach a strap with hook or buckle to the frame and attach to the V -Drive head with a slotted bolt. Cut the strap end about 12 to 15 inches past the anchor head to allow at least four or five wraps around the slotted bolt. Continue tightening strap until all slack is out and strap is tight. R Page 16 California`s 2/03 6- 6-05; 2:57PM;TJT ;530 661 3390 # 17/ 20 VECTOR DYNAMICS INSTALLATION DESIGN INSTRUCTIONS Vector Dynamic Foundation Systems may be used.only on homes set on soils classified as Class 2, 3, 4A and 4B as described in the table below: SOIL CLASSIFICATIONS Soil Class Types of Soils Blow Count (ASTM Soil Test Probe (1) D2586) Torque Value (2) 1 Sound hard rock...... NA NA Very dense and/or 40 -up More than 550 lbs - in. cemented sands, coarse 2 gravel and cobbles, preloaded silts, clays, and corals Medium -dense coarse 24-39 350-549 lbs - in. 3 sands, sandy gravels, very stiff silts and clays 4A Loose to medium dense 14-23 275-349 lbs - in. sands, firm to stiff clays 48 and silts, alluvian fill 175-275 lbs - in Peat, organic silts, 0-44 175 lbs - in. 5 inundated silts, loose fine and lower sand, alluvium, loess, varied clays, fill, fly ash. (1) The purpose of the soil test probe is to gauge the strength of the soil below the surface and near the anchor's helical plate. The strength of the soil is estimated in terms of its resistance to penetration (flow) under load by means of the torque probe and is measured in Ib -in. The test probe has a helix on it. The overall length of the helical Section is 10.75 in.; the major diameter is 1.25 in.; the minor diameter is 0.81 in.; the pitch is.1.75 in. The shaft must be of suitable length for anchor depth. (2) A measure synonymous with moment of a force when distributed around the shaft of the test probe. Vector Foundation Pads Equivalent to Footer Pads* Footer Size: 16x16 = 256 sq. in. or 16x18 = 288 sq. in. Footer Size: 20x20 = 400 sq. in. or 17x25=425 sq. in. EQUALS =" 5 EQUALS 2 -Vector Pads # 59275=` 1 -Vector Pad # 59271 288 sq. in. or 1 432 sq. in. 1 Vector Pad # 59130 Vector Pad(s) exceed the surface area required when used as the equivalent listed above. 'Foundations in soil with a bearing capacity of less than 1,000 PSF must be designed by a Registered Professional En ineer miliar with site conditons Page 17 California 9/2/03 6- 6-05; 2:57PM;TJT Vector Dynamics System for Concrete Applications Instructions ;530 661 3390 # i8/ 20 These instructions are an addendum to the standard Vector Dynamics instructions. Read and follow all applicable instructions and guidelines in the Vector instructions and home installation manual. The Vector system for concrete pads applies to concrete footers, runners and slabs. Minimum size of concrete per Vector pier is 24"x24" x 4" or 18" round (min) x 10" deep. The bottom of footers must be below the frost line or a minimum of 4" below finished grade whichever is greater. Concrete must be sufficiently cured and set to accommodate an anchor bolt to its' full load resistance. 1. Determine location of pier sets where the Vector systems will be located. 2. Place one Vector concrete pad (gals. metal) on the concrete where the pier will be located, centered under the I-beam of the home. Place the upturned edge towards the center of the home and directed to the opposite Vector pier. Do the same for the opposite Vector pier. 3. Measure the distance between the two Vector system pads at the base where the Vector pad meets the concrete. Cut two ground treated 2x4's or Schedule 40 PVC pipe, or 1 adjustable steel commpression member, part #59043 this length and place between the piers as shown. 4. Place a long u -bolt under the 2x4's and through the holes of the Vector pad as shown. 5. Place the concrete pier blocks on the Vector pad. Center the blocks under the frame. The upturned edge end of the Vector pads should be up against the inside of the pier blocks. 6. Build vector piers but do not wedge at this time. 7. Using a concrete drill bit, drill two holes on each side into the concrete using the holes in the Vector pad as a guide. Drill the 3/8" diameter holes 3 inches deep. 8. Place an outside tension bracket on the Vector pad as shown in Illustration one. Line up the holes in the bracket, Vector pad and concrete pad. Illustration One of a Single Section Set -Up Vector ps for concret( footer Page 18 California Wood Cap and wedge Outside Tension Bracket Wedge Bolt 9/2/03 6- 6-05; 2:57PM;TJT •TVector Dynamics System for Concrete Applications Instructions ;530 661 3390 # 19/ 20 9. Put a washer and nut on one of the 3/8" x 3-3/4" wedge anchors. The nut should be screwed on enough to have 1 or 2 threads showing on the top of the bolt. Place the wedge end of the bolt into one of the holes, going through the outside tension bracket, metal Vector pad and into the concrete. 10. Using a hammer, tap the wedge bolt into the hole. Maximum height for expansion bolt above concrete is 2". 11. Repeat for the other hole in the outside tension bracket and the two holes on the other Vector system pier set. 12. Place an inside tie bracket over the u -bolt so that the lip of the bracket is between the Vector plate and concrete blocks. Place washers and nuts on each U -bolt. Do not tighten yet. 13. Attach a strap with hook or crimp seal to the inside tie bracket, with sufficient length to go over the opposite pier and down to the outside tension bracket, plus 12 inches for wrapping the slotted bolt. Repeat for the opposite side. 14. Tighten inside u -bolts at this time. 15. Use the outside tension brackets to remove any space between the outside tension brackets, concrete blocks and the inside edge of the Vector pad, by tapping the brackets with- a hammer. Wedge the pier set at this time. 16. Using a 9/16" socket wrench, tighten all of the wedge/anchor bolts, securing the outside tension bracket and Vector pad to the concrete. 17. Using a slotted bolt in the outside tension brackets, insert strap through slotted bolt with end of strap aligned with outside edge of bolt. Turn slotted bolt until straps are tight using at least five turns on the slotted bolts. Illustration T Inside Tie Bracket Compressh boards of PVC Pipe U -bolt Page 19 California Vector pad for concrete Concrete footer 4�--- 9/2/03 6- 6-05; 2:57PM;TJT ;530 661 3390 1 # 20/ 20 I by � �o 1j sc'� Review of Rhes OE�IGfJ REvIFW , or a7Dro ve R nns does nos authorize she Flet, at am om•ss.on or devistion from E Saler SMtandards anu.acrured Y Home Construction _ MAR 17 2000 This PO NOT COPY Page' she exclusive aroPerlY of T. f - Arnold, 8 Ass Protected by a federaociescs; Inc. 8 is fight. l WvWished COPY. ' tvhr, INSTALLATION', MANUAL wfflm cow—It %0U.VW *PART -Y, pRO:V. :.m LE-TTE BY SC . H.. ...:.., . _ O RSP:�w- ,.:. . TABLE OF CONTENTS' - Page Page Forward............................................................................ 3 Installation Instructions .................................................. 30 Door, drawer and window operation.....:.............30 Foundations - general .................................................... 4 Floor connection (multi-wides) ............................31 4 Water line crossover............................................31 Site Preparation................................................... Electrical crossover.............................................31 Zone Maps ...............................................: .......... 4 Heat duct crossover (under floor method) .......... 3t Fier. and ��^t'^^ c I �^ ^. _ . c.-!' .,Se.ect,c......................................4 - . - �. CIOs6=Up UiildilS (UtyWaii ilG.�teS)........................52 Pre -manufactured piers and footings .................. 4 Triple Wide Set -Up Details..................................3-1 Instructions for piers and footings ...................... 5 Permanent foundations ....................................... 5 Pier and footing form ........................................... 6 Utility Systems................................................................38 Soil design property table .................................... 7 Water System ............................... Pier and footing tables ........................................ 8 Drainage System.................................................38 Typical pier details ............................................... 9 Gas System.........................................................39 Typical single wide pier layout ............................10 Electrical System ................................................. 39 Typical double wide pier layout ...........................12 Power Su Installing Meter on Outside of Home ..................41 -foundations (Multi-wide)...............................................14 Typical double wide with ribbon .........................14 Typical full triple wide with ribbon .......................15 Miscellaneous Options ................................................... 42 Typical triple wide (w/pod) with ribbon................16 Fireplace .............................................................. 42 Typical double wide with partial slab ..................17 Air Conditioning .......... .......................................... 43 Typical full triple wide with partial slab................18 Evaporative Cooler .............................................. 43 Typical triple wide (w/pod) with partial slab ........19 Dryer Installation..................................................43 Typical double wide with full slab........................20 Exterior Lights ...................................................... 43 Typical full triple wide with full slab.....................21 Furnace and Water Heater Stack ....................... 45 Typical triple wide (w/pod) with full slab .............22 Garage Addition ................................................... 45 Permanent basement or crawl space block wall ...23 Maintenance....................................................................45 Permanent basement or crawl space Skirting.................................................................45 (Poured wall)................................................25 Porch Carpet Replacement .................................. 45 Perimeter foundations for porch models.............27 Bottom Board Repair ........................................... 45 Tie Down Instructions.. ............................. ............28 On-site specifications for Super Good Sense -. homes.................................................................47 TRA DESIGN REVIEW Re -'ie- of tk,tse 2Iq ns does not arAho•;ze or araove any oriiss;on or dev;ar;on from the federal hAsnufactured Home Construction d Sa!ety Standards. MAR 17 2000 / NOT COSY I RV_11 DO Th;s page is I're ecclu;ive progeny of Arnold d A:socatas, Inc d is worecsed by a federal Unpublished Copy- 4A�O` - r MARLETTE. HOMES, Inc. MARLETTE HOMES, INC. P.O. BOX 151 MIDDLEBURY, IN 46540 CORPORATE OFFICE The Technical content of, this Installation Manual has been reviewed by the Design Approval Agency which provides con[Ormance approval to the Feder?l Manufae�lured Housing Construction arid S:.�zty S�andards "or the-manufaciu.`ng " facilities of Marlette Homes, Inc. TRA DESIGN REVIEW Review of these plans does not authorize or approve any omission or, deviation from the Federal Manufactured Home Construction S Safety Standards.. DO NOT COPY This page is the exclusive property of T.R. Arnold A Associates, Inc. A is protected by a Federal Unpublished Copyright Prepared by: Marlette Homes, Inc. Corporate Engineering P.O. Box 151 Middlebury, IN 46540 2 TRA DESIGN REVIEW Review of tn^se clans does no' aahv�ae or A=rove wry ommlion or dcv,.,i.cn frau. ti:e iederz-1 M:,rvacts,ed Home ConSttvcI:cn b Safety Stane.sres. [AAR 17 2000 CO -JOTCOPY This pre s .."2 exciu:•-e vox•ty el T. ii A .:o=G & Assec:stes. Inc. 8 is prosecied by a federal Unoubhshcd Copy- right. MARLETTE HOMES, INC. P.O. BOX 910 400 WEST ELM HERMISTON, OR 97838 FORWARD Your Ata ere Home has been engineered, constructed and inspected for conformance with the Federal Mobile Horne Construction and Safety Standards (Title VI of Public Law 33-383. 88) in effect at the time of manufacture. This Manual contains specific instructions to assure the correct installation of your home. The testing of the various utility systems and the proper connection of these systems must be performed by an EXPERIENCED INSTALLER. THE IMPORTANCE OF CORRECT SET-UP CANNOT BE OVEREMPHASIZED. THESE INSTRUCTIONS MUST BE CAREFULLY READ, UNDERSTOOD AND FOLLOWED BY THE INSTALLER. The instructions contained herein are minimum requirements. Before commencing set-up, you should con - stilt with local and state'regtila!ory znencie-s.to.de!errriin? the.necessary..lic,:. ses,_P-e"its and insp-_C!ie.^s required, as local and state regulations regarding Installation may vary. The drawings, pictures and documentation contained in this manual are intended to be representative of the product. Such designs and specifications may be changed without notice. Should you have any question regarding the installation of your home, or desire further clarification, please contact your dealer as he has direct contact with the factory. You may also write directly to the Corporate Office as described in your Homeowner's Manual if you wish. NOTE: The words "should" or "may" in this manual indicate recommendations but not require- ments. The words "shall" or "must" indicate requirements that must be adhered to. TRA 0(SIG-4 REVIEW Review of ticso olans coos not au:4orr:e or appro-e any om-s-!cn or dev:jnon Ircm the federal Mina: ctured Homc Consvucbon 8 Safety Standards_ MAR 17 2000 00 NOT _^,Py This pace s Ys_ C:DDerti of T. R. A.na!d .'. A ss; & •s protecsed by a fcceral Unpubh-had Copy- right. 7-1.3 tK V. k 3 L FOUNDATIONS SITE PREPARATION The selected home site must be'graded and sloped to pro- vide proper drainage. The bottom edge of wood siding must be kept at leastinches inches above the ground level and at least two (2) i . above any surface where water might collect. Never allow siding to come in contact with the soil, masonry, or concrete. NOTE: The area under the home must be sloped to pre- vent water accumulation. This is to prevent excessive humidity in the home. NOTE: If skirting is to be Installed, it is recommended that the entire area undei the home be covered with a blanket of Visqueen. This is to prevent excessive h!trn:aitvJn '_he home.. The Visqueen:should be black. ._ and a minimum of 6 mil thick and be overlapped 6': ai aii joints.' ZONE MAPS The following Zone Maps will help you make installation decisions with regard to prevailing weather in the zone where the home is to be located: NOTE: Do not install your home in a zone that requires greater loads or greater climate zone requirements than those on the Compliance Certificate. You may, however, install a home in a zone requiring lesser loads or -climate requirements. 1.. From the following maps, determine and mark the zones where the home is to be located. This information will be required to determine information from other charts and tables in this manual. ROOF L• • • ZONE South C3 `1 iii.. ■ South 20 PSF (Mlfd um) E�J North ■ Middle 30 PSF (Sno-) Nortil. 40 PSF (Snow) Mountain :, PSF (By Special ReqAst) In areas where snow records indicate significant differences from the roof loads stated in the above map. HUD may establish moresten ent ret�uiremectbsx with local � ' building officials%rA,, ' officials to „ hMi, n ,o r roof loads In your parYlCUlBreaf+ftal Manu!ectured Home Construction d Safety Standards. MAR 17 2000 Basic Wind Zone Map for Manufactured Housing a. o or VT .�. u< cc v .•o � G " , 4 V K M TZ � m w Sz Ste • Value • for Manufactured Housing t IBM =1 .n..:y �YlI •::. vi lIJ:%N:Ij�it ff3 U-Valucd 0.116 0.096 0.079 AVERAGE FROST PENETRATION MAP r r\ . a ...a (`. PIER AND FOOTING SELECTION The piers used must have a capacity great enough to trans- mit the vertical load. which includes the weight of the home, its furnishings, and temporary/ foof loading to the foundation surface below it. If the load imposed is. greater than the . capacity of the pier.'then two or more piers may be used.., The total caparxty: of the piers must be equal or greater than.: the load to be transmitted. t . 4 rev. %�... a PRE -MANUFACTURED PIER AND FOOTING INSTRUCTIONS- AND DETAILS. The following details and instructions were created to assist the setting and . ;acement of a manufactured home using the many pre -manufactured piers and footings available to retailers and home installers. This method of pier support is suitable for FHA Title I financ- ing. Do not use this method for homes financed under FHA Title ll. A form has been included to assist you in determining pier and footing sizes and loads based on the following instruc- tions. Completing the form as you go will help to avoid con- fusion since this gets somewhat technical. MATING LINE PIER LOCATION STRAP PIER LOCATION STRAP ON MATING SIDE OF FLOOR INSTRUCTIONS FOR PIERS AND FOOTINGS 1) First you must determine the design load criteria for the site where the manufactured home will be installed. The soil bearing capacity must be determined. This is usual- ly determined by the local building official. If there is no building official or the soil bearing capacity is unknown, refer to the chart entitled "TYPES OF SOILS AND THEIR DESIGN PROPERTIES" 2) Determine the roof load for the area where the home is being installed from the ROOF LOAD ZONE' map. 3) From the "I -BEAM PIER SPACINGS" chart, select the home width and determine the footing size you wish to use. A pier and footing must be installed within 16' of the end of each I-beam near the endwalls of the home. Using the chart, move horizontally in the row reflecting the footing size chosen until you find the column listing the proper roof bad zone and soil bearing capacity. The value listed in the chart is the maximum allowable spac- ing of the remaining intermediate piers and footings. If the spgcings do not please you, select another fooling size and repeat the process. Once the footings are installed, select a pier type from the Typical I-beam pier supports chart and place them on the footings. )) MuIG-wides require additional piers under the marriage wall at the ends of open spanstosupport the concen- trated roof. column loads. Refer to the: factory supplied model specific layout drawing for locations. r= . Once the pier locations have been established, you must determine the'type of piers and size of footings to be used. Refer again to the factory supplied model specific layout drawing. The minimum pier and footing caPapry will be listed for each pier Iocati6n. Move to the chart entitled `MAXIMUM PIER AND FOOTING LOADS MULTI -SECTION MARRIAGE WALL. -Find the col- umn that matches the soil bearing capacity for your location. Move down the column until you find a value that equals or exceeds your minimum pier and footing capacity deter- mined above. Moving to the left column you will get fhe required size of footing needed. Continue this process until you have sized all marriage wall piers and footings. Proper support for the home must allow for soil conditions in the immediate area. Pier footings must be placed on firm undisturbed soil (not loose fill) or soil which has been com- pacted to at least 90 percent of its maximum relative density. Pier supports may also be placed directly on concrete slabs .designed for -the. home's &cement. Climate conditions must also be taken into account If foot- ings are to be placed on well drained non -frost susceptible soil, such as coarse sand or gravel with the water table below maximum frost depth, shallow footings may be placed on firm soil, provided local jurisdiction will allow. Marlette Homes, Inc. should be contacted for a typical footing design under these conditions. Request alternate footing detailed drawing 34 -HU -4. If footings are to be placed on frost susceptible soil, such as clay or silt, heaving or settlement may occur. Under these conditions the pier footings should be located below the frost line or the home should be provided with insulated skiOng having sufficient insulation to prevent the soil under the home from freezing. Be sure to check with local authorities to verity this alternative. Marlette Home, Inc. should be contacted for a typical insulated skirting design. Request alternate detailed drawing 34HU-4. PERMANENT FOUNDATIONS Drawings are shown further back in this manual showing typical permanent crawl space or basement foundation details. If there are modifications from the normal size home, please contact Marlette Homes for specific print/foundation information. TRA DESIG-11 RivlEw Review of th-so =fans .4•7•:4 nor �•••'•r.••te or 412=0ve any or-.:.. • the Federal Msrutacl-J•r d H2"%:•C:Jn;lr0.l�On 8 Safely Standards, MAR 17 2000 00 NOT COPY This page is t"a vc _ wr arooerty of T. R. Arr:old o A.sc. cies. Inc. 3 is protecfed by a federal Unpublished Copy- right. opyright. FORM FOR DETERMINING PIER AND FOOTING LOADS AND SPACINGS Design load criteria CNN I III'll I Soil bearing capacity sf Roof load zone sf Home width ft. I-beam piers and footings =ootinq size Vlaximum spacing of piers and footin s ft. "Ar" -"B" unit marriage line Pier 1 Aax, distance to adjacent Pier ft. 'ier and footing load lbs. IGI G Max. distance to adjacent Pier ft. 'ier and footing load lbs. Pct J Vlax. distance to adjacent pier ft. 'ier and footin load Obs. IVP --t Max. distance to ad'acent pier ft. 'ier and footing load lbs. -IGI J Max. distance to adjacent pier ft. 'ier and footin load lbs. ICI v TRA DESIGN REVIEW Review of t!,ese plans docs not aulhonie Or approve :.ny Orn Hsion or deviation Itom the Federal MAnufaclufed Home Con�.lruelwn calcty SLJndard:, MAR 17 2000 DO r•:OT CCPY This paoe is I!:c r.. •.'. arc:.erly �r T. R. Arr:old S A , .• .. f, is protected by a federal 'va CJI:;I.:d Copy- right. Marriage wall piers and footings Max. distance to adjacent pier ft. 'ier and footing load lbs. E_ "B11 -"C" unit marriage line (if applicable) Pier 1 Max. distance to ad!cent pier ft. Pier and footing load (lbs. Pier 2 Max. distance to ad's cent ier ft. Pier and footin IoaC (lbs. Pier 3 Max. distance to ad' Acent pier ft. Pier and footing loac albs. Pier 4 Max. distance to adjaE_pier Pier and fo)ting load Pier 5 Max. distance to adjacent pier ft. Pier and footing load lbs. Pier 6 Max. distance to ad'a'cent pier ft. Pier and footin loac' !lbs. t TYPES OF SOILS AND THEIR DESIGN PROPERTIES I ) Dangerous expansion might occur it these two soil types are dry but subject to future wetting. 2) The percolation rate for good drainage is over 4 inches per hour, medium drainage is 2 to 4 inches per hour, and poor is less than 2 inches per hour. 3) Allowable tearing value may be increased 25 percent for very compact, coarse grained gravelly or sandy soils or very stiff fine grained clayey or srty soils. Allowable bearing value shall be decreased 25 percent for loose, coars"ravelly or sandy soils, or soft, fine-grained clayey Or siq soil. The following method is suggested for determining the allowable soil bearing capacity to be used in the sizing of foot Ings. Such a method is only an approximation. and the results should be property interpreted. a. Obtain a pocket pentromeler, such as model CL -700A by Soil Test. Contact Cal -Cert Co. P.O. Box 416. Clackamas. OR 97015 or call 1- 800-356-4662. b. Test an area adjacent to. or within 10 feet of. the perimeter of the home. c. Dig down to undisturbed soil a minimum of 4 inches. Uncover an area of at least one square loot. d. Using the pocket pentrometer, take at least seven readings. e. Take an average of the middle live readings, disregarding the highest and the lowest readings. Round this average down to the nearest soil bearing value. Use this value for determining minimum tooting sizes. I. Drive a wooden stake beside the test area so that an inspector will be able to verify the results, should the inspector desire to do so. TRA DESIGN REVIEW Review of these clans toes not aclhorize or approve any On.t::_�n o: '-ev;Agan !ram the Federal Manu?aeturod Home Construction 8 Safety Sta.-.dad;. MAR 17 2000 00 %tctr copy This pave %s ISe e•:W::v2 property of T. It. A•r.dd d A.$*.les. Ire. d is protected by a Federal 1lnpubltshed COPY - right, t Allo.obk Volume ' bearing in frost chonge Soil description pounds per square loot Drainage Charocler- hecve potential `•`'ems with medium islics 1 expansion crr.. compaction potential or stillness Well graded grovels, gravel srnd mixtures, 8000 Good low low little or no lines. CP Poorly graded grovels or grcvel sand mixtures 8000 Good low low little or no lines. Sy IWell graded sands, gravelly sands, little or no 6000 Cood low low lines. -_ SP Poorly graded sands or gravelly sands, little 5000 Good low low or no lines. Gy Silly gravels, grovel -sand -sill mixtures. 4000 Cood Medium low SW Silly sand, sand -sill mix(ures. 4000 Good Ytdrum low GC Clayey grovels, gravel -sand -clay mixtures. 4000 Medum Medium low SC Clayey sands. sand -day mixtures 4000 Medium Medium low Inorganic sills and very fine sands, rack flour. WL silly orclayey foe sands or clayey sills with 2000 Medium High low slight plasticity. CL Inorganic days of low to medium plasticity. 2000 Medium Medium Medium t gravely clays• sands clays, silly days, lean clays CH Inorganic days of high plasliolr fal clays. 2000 Poor Medium High' ux Irwrgonic sills, micaceous or diolomoceoas fine 2000 Poor - High High sandy or silly soils, elastic sills. I ) Dangerous expansion might occur it these two soil types are dry but subject to future wetting. 2) The percolation rate for good drainage is over 4 inches per hour, medium drainage is 2 to 4 inches per hour, and poor is less than 2 inches per hour. 3) Allowable tearing value may be increased 25 percent for very compact, coarse grained gravelly or sandy soils or very stiff fine grained clayey or srty soils. Allowable bearing value shall be decreased 25 percent for loose, coars"ravelly or sandy soils, or soft, fine-grained clayey Or siq soil. The following method is suggested for determining the allowable soil bearing capacity to be used in the sizing of foot Ings. Such a method is only an approximation. and the results should be property interpreted. a. Obtain a pocket pentromeler, such as model CL -700A by Soil Test. Contact Cal -Cert Co. P.O. Box 416. Clackamas. OR 97015 or call 1- 800-356-4662. b. Test an area adjacent to. or within 10 feet of. the perimeter of the home. c. Dig down to undisturbed soil a minimum of 4 inches. Uncover an area of at least one square loot. d. Using the pocket pentrometer, take at least seven readings. e. Take an average of the middle live readings, disregarding the highest and the lowest readings. Round this average down to the nearest soil bearing value. Use this value for determining minimum tooting sizes. I. Drive a wooden stake beside the test area so that an inspector will be able to verify the results, should the inspector desire to do so. TRA DESIGN REVIEW Review of these clans toes not aclhorize or approve any On.t::_�n o: '-ev;Agan !ram the Federal Manu?aeturod Home Construction 8 Safety Sta.-.dad;. MAR 17 2000 00 %tctr copy This pave %s ISe e•:W::v2 property of T. It. A•r.dd d A.$*.les. Ire. d is protected by a Federal 1lnpubltshed COPY - right, t s- Footing Footing Soil beadn capacit s Size (in.) Area 1000 1500 2000 3000 4000 5000 6000 8000 12 x 12 1 s 1000 1500 2000 3000 _ 5000 6000 8000 16 x 16 1.78 sf 1778 I —BEAM PIER SPACINGS (ft. -in.) 3556 5333 _4000 7112 8890' 10668 14224 2'12 x 12 (Single or Multi -wide) Refer also to "Types 2000 3555 3000 5333 4000 7111 y° _8000 .-4221 10000 17770 12000 21332 1 chart entitled of soils and their properties" 2-16 x 16 3.56sf • Soil bearing capacity s -N. �z I Home Footing Footing 1000 1500 2000 000 3 4000 5000 6000 8000 '== ,. 41 11 41 width R. size In. area a Roof load zone (psf) 20 30 40 20 30 40 20 30 40 't.' t• ' •' i 12 x 12 x 4 1 1'-7' 1'S 1'-3' 20 30 40 20 30 7-5' 7-2" 1'-11' 3'-3' 7-10' 7-T 4'•10' 4'-3' 3'-10" 6-5' 5'-9" 4C 20 30 40 20 30 40 20 30 40 5'-2" 8'-0" T i 28W 42W 16 x 16 x 4 1.78 7-10' 7�' 7-3" 4'-3" 3'-10- 3'•5' S'-9' S -t' 4' 6' 8 7 T-7' 6-10" 8'-0" 8'-0' -T 6'-5" 8'-0" 8'-0' T-8' 8'-0" 8'-0" 8'-0" 8' C 8'-0" 8' 0" 8'-0" 8'-0" ,' •- - 2-12x 12 x 4 2 3'-3' 7-1- 7.7" 4'-10' 4'-3- 3'-11' 6'-5' S-9' 5'-7 8'-0" 8'-0" T-8" 8'-0 8'-0"-0" B'-0- 8' 0 8'-0' x ' , 2 - 16 x 16 x 4 3.56 5'-9" 5'-1' 4'-7' 8'-0" T-7" 6'-10" 8'-0" fr 0' 8'-0' 8'-0' 8'-0' 8'-0" 8' 0' 8'-0' 8'-0" 8' 0 8'•0" 8'-0" 8'-0' - Review C:N of Ih^su REVIEW 8'-0" 8' 0" 8'-0" 8' 0" B'-0" 8'-0 8'-0 8'-0 8'•0' .,I ora ins does no, aulhori2e Pprovc my s Ommion o, deviation from lho►erie:.a M..nul;y,u:ed Hruclion Home Consl. d SarNy Slondirds, ��.�. f MINMUM PIER AND FOOTING CAPACITY ;' (BAR ) 7 2000 MULTI -SECTION MARRIAGE WALL e,.no.:� ' DO Nor Cc Minimum Pier Capacity lbs.) ,< ThitR pA :s 4 ,,e ���,��, -j-,; �, p oDe oY or Dist ance to next pier at opposite end of marriage wall clear span co Py<lud • t+GOUt,o� : r I U (ft.) h' vubGshc ed Cop: Load Home Zone i Width (psf) 4 6 8 10 12 14 16 18 20 22 ' 14W 28W 20 840 1280 1680 2100 2520 2940 3360 3780 24 5040 4200 4620 42W 30 1120 1880 2240 28003380 3920 4480 5040 5600 6160 6720 40 1400 2100 2800 3500 4200 4900 5800 6300 7000 7700 8400 80 2520 3780 5040 8300 7580 8820 10080 11340 12600 13860 15120 11 �, MAXIMUM PIER AND FOOTING LOADS °"' I• ', oo MULTI -SECTION MARRIAGE WALL 7S- f Footing Footing Soil beadn capacit s Size (in.) Area 1000 1500 2000 3000 4000 5000 6000 8000 12 x 12 1 s 1000 1500 2000 3000 _ 5000 6000 8000 16 x 16 1.78 sf 1778 2667 3556 5333 _4000 7112 8890' 10668 14224 2'12 x 12 2 s 2000 3555 3000 5333 4000 7111 6000 10667 _8000 .-4221 10000 17770 12000 21332 1 16000 28443 2-16 x 16 3.56sf TYPICAL PIER DETAILS SItiGL= = .R: TYPICAL I-3EAL1 OR MARRIAGE WALL PIER SUPPORTS ALSO MAY i3E US70 FCR EXTERIOR WALL SLPPCRT IF REOutRED. 1l S• l �Ciy q! 0. <.• 1 .r �� C MAX. •/, I � 1 - T � SINGLE OR DOUBLE ' $Ti.tc TGGiIivlii. : WTING W iH 8' X 8' X to' ' SIIrCLE FWTII;G W "! NE CONCRETE COPIERS CONCRETE BLOCK PIERS STEEL ADJUSTABLE PIERS DOUBLE PIER: TYPICAL MULTI—SECTION MARRIAGE WALL PIER SUPPORTS INSTALL 3/8-x3"x5" "C --CHANNEL INSTALL 3/8"X3'x5 -C--CHANNEL MIEN PIER LOAD EXCEEDS 2500 lbs. WHEN PIER LOAD EXCEEDS 2500 lbs. I .j^ ti < sSEE NOTE 5 4e MAX_ `4k L 16`x16" MINIMUM FOOTINGS Vs9TH DOUBLE CONCRETE BLOCKS FOR MARRIAGE FOOTINGS OOU9LE0 FOR MARRIAGE WALL FOOTINGS DOUBLED FOR MARRIAGE WALL PIER SUPPORT. ALSO, REPLACES SINGLE BLOCKS - WHEN PIER HEIGHT TS GREATER THAN 30' BUT PIER SUPPORT WIM CONCRETE CONE PIERS. PIER SUPPORT WITH STEEL PIERS. NO GREATER THAN 48". TRA r at Nans eats r GFNERAL NOTES: or aporove arc; om;ss;on o 1) These are typical examples of readily available footings and precast piers. the feecr`I ManuEac;ared H d SJi,!IY -tand:s:d:_ Ary combination or example may be used providing they meet the minimun reru;rements and ore designed for supporting a manufactured home. 2) The footing must not extend beyond the perimeter of the pier base f r 10AR more than Its depth (4 typically) without reinforcement. 17 3) t/ox mum pier height from top of footing to bottom of I-beom (or floor at marriage line.) shall be 30" for single stock of concrete blocks and 48' for double stack of concrete blocks 00 NOT COP This rase :' :s ••.cc •: 4) See Treated Wood Footing detail for alternate. T. 2 A r c:d -� A 5) r ---s over 48" high from grade to bottom of frome (or floor at marriage II r 1icted by a :e=e:al Uni. rust be designed by a qualified architect or engineer. TYPICAL PIERS AND FOOTINGS Lou owc"" OF Ke To WEDGES. ac Pvtto P(Vi oc" :o Nov LAY" ,o. r ® 0 0 eC E NOT MORE THAN TNO I-BEAMMARRIAGE MARRIAGE SEES OF O 12'C1( OR UNE ��)ONE S£i OF 2" hn0( :N10Ez12"LOIC 9" Wb00 WEDGE FATED 2x10 FOOmscMAX. (1@.5 "x Ts_5") >Z x 12' X 4' 16" X t6- X 4' 18.5' X 18.5' 8'X8'x16" PERPENDICULAR 10 L 1 -BEAM. WEDGES 10 BE PRECAST PRECAST CONIC ASS PLASTIC CONCRETE CEDAR OR REOMOOD 202 FOOTING FOOTING CONC FOOTING FOOTING BLOCK (22.5" X 22.5') PIER CAP: Two layers of 2s lumber Told in alternate directions ore required for footings on C DOCK SOW CONCREIE. /2 OR BETTER 2" NOIIWAL 2000 psf sof or less. Three layers are PRESSURE TREATED LWMBER required for soils above 2000 psf sol COVMG THE ENIK AREA bearing volum wood shall have an AWPO-FON OF TK KR � 5• grade ma11_ Any cul mode after treatment shall be re -treated per APA product guide. n _ Pressure Preserved Plywood. Form 0220. STEfI AOJUSTABLF_ PRECAST PIER SHIMS - FIM 1 2406 /2 OR BETTER PRESSM TREATED (PT) = PIERS - s000 Le5_ CONCRETE PIER CONCRETE PKSSURE TRLArtO _ tM00D f0011NG5 MINIMUM CAPACITY 2800 PSI MIN.., QRS ,. _m -, LUMBER , EW s at authorize le-at;on f.crr It Construd;c o prCJCOY Int. A r bl-shed Ca: s T 1, . (r 3 ...o.., :•.r _� .r�,. ... t. }=.i,u"Q•:'k"•3x,..` `. -.a .` .f?1rS'.iit#' _s.:+«�'t"Fi+6ii�'�it`: •v''�-.i �?'$._.i?•'s�s'SaQ Z O CD W_ a_ Z r 4 a 10 .�''�\rf+«hr•cd� �°•�,G L'4'r»"tT�'frP'.ifi''r �:�?;.;'t� �� >.?ra�.�-?°�`;�;�1�, .`�i'a<. a�'°'rj'l��'���.c„ . .' - .a.... ..... .- ,. � . ,._ t .� .... • . .. e o- O O C — L O C o v 3�0 O > = 2 N 2 Z O �= E •: 1-0 3 ac w o V Z O CD W_ a_ Z r 4 a 10 .�''�\rf+«hr•cd� �°•�,G L'4'r»"tT�'frP'.ifi''r �:�?;.;'t� �� >.?ra�.�-?°�`;�;�1�, .`�i'a<. a�'°'rj'l��'���.c„ . .' - .a.... ..... .- ,. � . ,._ t .� .... • . .. SINGLE WIDES *TYPICAL PIER FOUNDATION LAYOUT 203 30, 40, & 80 LBS. PER SQ. FT. ROOF LOAD WITH 991/2" CHASSIS 0 ❑ a ❑ ❑ ❑ ❑ ❑ ❑ O ❑ ❑ ❑ ❑ ❑ ❑ ❑ ■ I -BEAM CHASSIS SUPPORT — Pier spacing shall be per chart on page 8 and start 1'-4' maximum from ends. ❑ PATIO DOOR/LARGE WINDOW PIERS — Additional footings and piers are required along the sidewall(s) at each side of individual windows and doors with rough,openings greater than 48" wide. NOTE: This is not required if an outrigger has been installed by the factory at each side or if a support wall is installed between the footing slab and the floor of the home. Q PERIMETER SUPPORT — Sidewall piers required 8'-0" O.C. max. and within 1'-4' max. of ends in 40 & 801b. roof load zones. • Model specific pier foundation layouts are available from Marlette Homes. TRA DESIGN REVIEW IF ROvieW of these plans does not a•ithorize •jCi �i4.! or any om s:ion or deviation from the r;�cr,! .Mh ,!actured Home Construction �� AD 014" • S SV17 ::3roe:ds. • ce ti01 y 7 2000 �! ° �s f ..Or COPY Th-s�..: .... ..: rr»e.ty ofis c•c�:::.•a t, a reaeral Unpublished Copy- r�;il, 2:a- as.:.. .�A �uu r] ,.r•.YGt3�:_�. - _., .... :G--.. .. ,. , -. - .. _ .... _ .. -.. �" v _ .. ... "f .. ...... _ .. "r , .. va �Y::" OR N a LOCATE MARRIAGE LINE PIERS 19 UNDER ENDS OF OPEN SPANS IN MARRIACF. WALLS. G�Pp,U�G ANG %1� ..n OGE, 00 ll P P �fyP f�GOP. TRA OREVIEW�Yj 0`� Review of tholans .•sc plans docs notol euthorizo Gl CJJ `tT` or Jpprovc any omirion or de.iet,on from the 101Y S nea,di:lur�d Home Construction t�OrvP� fOG� NO FOR ALTERNATE PIER TYPES Q Salaly Standards, Mf `� oof� ANO COMPLETE PIER INFORMATION f�P �pf f� REFER 10 'TYPICAL PIER DETAILS' MAR 17 2000•LN�T � PACE IN THIS MANUAL. r. Iii.: r;•,•T CCPy r w p... i...J bs r,.�:.,�1 U.v..UI,1�J Copy• 3On ir f MULTI -WIDE PIERS & FOOTINGS SEE 'INS1RUCIIONS FOR PIERS AND FOOTINGS" s G ai LOCATE MARRIAGE LINE PIERS 19 UNDER ENDS OF OPEN SPANS IN MARRIACF. WALLS. G�Pp,U�G ANG %1� ..n OGE, 00 ll P P �fyP f�GOP. TRA OREVIEW�Yj 0`� Review of tholans .•sc plans docs notol euthorizo Gl CJJ `tT` or Jpprovc any omirion or de.iet,on from the 101Y S nea,di:lur�d Home Construction t�OrvP� fOG� NO FOR ALTERNATE PIER TYPES Q Salaly Standards, Mf `� oof� ANO COMPLETE PIER INFORMATION f�P �pf f� REFER 10 'TYPICAL PIER DETAILS' MAR 17 2000•LN�T � PACE IN THIS MANUAL. r. Iii.: r;•,•T CCPy r w p... i...J bs r,.�:.,�1 U.v..UI,1�J Copy• 3On ir f MULTI -WIDE PIERS & FOOTINGS SEE 'INS1RUCIIONS FOR PIERS AND FOOTINGS" MULTI WIDES (Double Wide Shown) - , *TYPICAL PIER FOUNDATION LAYOUT 20 & 30 LBS. PER SQ. FT. ROOF LOAD WITH 99'/2" CHASSIS O o 0 O O O O 1 O O OR a � ' ' ' ' ' � I t ' � I ' ' 'rr fcr .. � f.1.r.f} � �, I'or•`: lon>,rc-; 1n s .- ;--.--,--.--,--.--,--.--,--.--,--.--,--.--Pt, 17 2;00 A: This pa;e' .. • I I 1 ' —'--' '---�--'--.--'— f Ac.1 � A.s,c.:ha:.~In;. L is — — —O _' — — ■— } _ — O Oroiled by a 6ecral Unp„ol,shed Copy. JU• b b '.2h6 U iL g■ I BEAM CHASSIS SUPPORT — Pier spacing shall be per chart on page 8 and start 1'-4' maximum from ends. ❑ PATIO DOOR/LARGE WINDOW PIERS — Additional footings and piers are required along the sidewall(s) at each side of individual windows and doors with rough openings greater than 48" wide. NOTE: This is not required if an outrigger has been installed by the factory at each side or if a support wall is installed between the footing slab and the floor of the home. • MARRIAGE WALL PIERS — Locate at ends of open spans over 48' wide. ❑ DRYWALL UNITS — Recommend perimeter.sidewall support 8'-0" max. with 2 x 6 floors only. NOTE: Marriage line supports treated the same on triple wides. 40 & 80 LBS. PER SQ. FT. ROOF LOAD WITH 99-1/2" CHASSIS c m N Ussd•T.rir`k4�t�: O O O O O O O o Q '> 04 O Q Q Q f I f f I 1 1 1 r O O O O O O b O ■ "BEAM CHASSIS SUPPORT — Pier spacing shall be per chart on page 8 and start 1'-4' maximum from ends. PATIO DOORILARGE WINDOW PIERS — Additional footings and piers are required along the sidewall(s) at each side of individual windows and doors with rough openings greater than 48' wide. NOTE: This is not required it an outrigger has been installed by the factory at each side or it a support wall is installed between the footing slab and the boor of the home. • MARRIAGE WALL PIERS — Locate at ends of open spans over 48' wide. ❑ Perimeter sidewall support required 8'-0" ox, max. 0 Mating wall support required 8'-0" o.c. max. Model specific foundation layouts are available from Marlette Homes. T- , . ( -3 NOTE: Marriage fine suppo is treated the same 1o'n triple wiles. 1 - � �. `f �r9 _ i� ` ti`�s'..j.P �. � �•'n yu 4 tr t-3 'x .. , , L� �. • r `�^ . .-+.� � c f. �• s, c^;• < v'J14 Ir�i9 5 S` y _� i!y F .. ht .'t"r t •, t, :h; y � .r*•:ir'�Fs � r. � � a1 �� .[ „c. , , S � � � - 4.x fh.y "''i,^rk... �} .r` � 7' E"'r. �r, 91. MINIRIM ffW-RFTF FOOTING S17ES (INCHES) I I GENERAL NOTES: hit pace is the of T. R. A(no!d & A_-szc::.ws, fr.:. d is SOIL GEARING CAPACITY am old" la MAXIMUM SPANS 1. CONCRETE STRENGTH ASST NEO To BE MepV#JER 1 1500 PSI or W or, 2000 PSI 2500 PSI 3000 PSI Z FOOTINGS MUST MEET K OF TW FOLLOVING: ROOF LOAD (PSF) ROOF LOAD (PSI') ROOF LOAD (PSF) ROOF LOAD (PSF) 0!mEsSiONS 20 1 30 40 1 80 20 1 30 1 40 1 BO 20 30 40 80 20 30 40 1 80 'A' 6 8' 1 8 1 10 6 6 8 10 6 6 1 6 8 6 6 6 1 8 :5 8' 8' 10 10 6 6 8 8 6 6 6 8 M1922 6 6 6 8 1[, 22 24 25 1 30 19 21 22 26 17 18 19 23 16 17 18 21 ID, 24 26 27 1 30 19 20 22 24 17 18 116 17 17 20 x: HAY K 6' PROVIDED (3) 112'x 14 REBAR ARE INSTALLED 9' APART CENTERED ON VIDTH OF FOOTING. SET REBAR 3' FROM BOTTOM OF FOOTING. VHILI NOT A STRUCTURAL REQUIREMENT TO MEET CODE, MARLETTE HOMES RECOMMENDS PERIMETER VALL SUPPORT ON HONES VITH 2.6 FLOORS, TO PREVENT rflSMCTIr CRACKING. MARLETTE HOMES VILL NOT HM, MY VARRANTY ICLAIKS PERTAiNK., TO DRYVALL CRACKING ;3'Ru, FZSChT ON 2x6 rhOGR FC; —. PERIMETER PIER (TYP.) — SEE NOTE ABOVE 1C. C= .C. u RA DESIGN REVI!,4jr (2x4 STUDS 24' D.C. MAX) (SEE NOTE ABOVE) R4 -i*- Of these plans does nma�,so,.Z. Of approve any Omission or =C :0 f "J.' the Federal Manv!ec%),cd C_G-n1f:.tt;Or, TYPICAL DOUBLE WIDE WITH RIBBON FOUNDATION & Safety Sf3nda,ds. GENERAL NOTES: hit pace is the of T. R. A(no!d & A_-szc::.ws, fr.:. d is am old" la MAXIMUM SPANS 1. CONCRETE STRENGTH ASST NEO To BE MepV#JER or W or, ...... Z FOOTINGS MUST MEET K OF TW FOLLOVING: 20tl = 25'-10' A) EXTEND BELOV FROST LINE. 8) BE LOCATED ON NON -EXPANSIVE SOIL C) REST ON COMPACTED GRAVEL THAT EXTENDS KLOV THE 301 22'-4' FROST LINE. GRAVEL TO BRAIN TO SUMP OR DAYLIGHT. RATING LINE 0 1/2' X 14 REM RECOKKKKO (BUT NOT REMO) IN ALL RIBBONS. LOCATE NO CLOSER THAN*3' FROM BOTTOM OR SIDES OF FOOTINGS. 401 20'-0' ![R (TYP) ..209 13'-9' I -BEAM la MATING LINE I -BEAM 'x� 8'-0' O.C. TTP. v �+BEAM PIER (TTP.) I -BEAM FULL VALL ALT(R,4AT( REPLACES SIDEVALL BLOCKING 'C' I.C.1 C= .C. u RA DESIGN REVI!,4jr (2x4 STUDS 24' D.C. MAX) (SEE NOTE ABOVE) R4 -i*- Of these plans does nma�,so,.Z. Of approve any Omission or =C :0 f "J.' the Federal Manv!ec%),cd C_G-n1f:.tt;Or, TYPICAL DOUBLE WIDE WITH RIBBON FOUNDATION & Safety Sf3nda,ds. GENERAL NOTES: hit pace is the of T. R. A(no!d & A_-szc::.ws, fr.:. d is am old" la 1. CONCRETE STRENGTH ASST NEO To BE MepV#JER or W or, ...... Z FOOTINGS MUST MEET K OF TW FOLLOVING: A) EXTEND BELOV FROST LINE. 8) BE LOCATED ON NON -EXPANSIVE SOIL C) REST ON COMPACTED GRAVEL THAT EXTENDS KLOV THE FROST LINE. GRAVEL TO BRAIN TO SUMP OR DAYLIGHT. 0 1/2' X 14 REM RECOKKKKO (BUT NOT REMO) IN ALL RIBBONS. LOCATE NO CLOSER THAN*3' FROM BOTTOM OR SIDES OF FOOTINGS. 9' TRA 0`SIC:N ... of ::r.. • 1� ..�•o MINIMUM CONCRETE FOOTING SAES (INCHES) MAY BE 6' PROVIDED (3) 1/2'x 44 REBAR ARE INSTALLED 9' APART CENTERED ON VIDTH OF FOOTING. SET REBAR 3' FROM BOTTOM OF FOOTING. VHILE NOT A STRUCTURAL REQUIREMENT TO MEET CODE, MARLETTE FOMES RECOMMENDS PERIMETER VALL SUPPORT ON HOMES VITH 2x6 FLOORS. TO PREVENT COSMETIC CRACKING, MARLETTE H01£S VILL NOT HONOR ANY VARRANTY CLAIMS PERTAINING TO DRYVALL CRACKING IF PERIMETER SUPPORT IS NOT PRESENT ON 2x6 FLOOR HOMES. ol SOIL BEARING CAPACITY A) EXTEND BELOV FROST LINE. I—BEAM 1500 PSI 2(100 PSI 2500 PS1 1(2) VZ' X 14 REBAR RECOMMENDED (BUT NOT REQUIRED) IN ALL RIBBONS 3000 PS1 MINIMUM ROOF LOAD (PSF) ROOF LOAD (PSF) ROOF LOAD (PSF) ROOF LOAD (PSF) D1!1ENSIONS 20 30 40 80 20 30 40 80 20 30 40 80 20 30 40 80 A" 6 e 8 10 6 6 ___ 8 10 6 6 6 8 6 6 6 8 3" 8x 8x 10 10 6 6 8 8 6 6 6 8 6 6 6 8 'C' 22 1 24 25 30 19 21 22 26 17 18 19 23 16 17 18 21 'D' 1 24 26 27 30 19 20 22 24 11 18 19 22 16 17 17 20 MAY BE 6' PROVIDED (3) 1/2'x 44 REBAR ARE INSTALLED 9' APART CENTERED ON VIDTH OF FOOTING. SET REBAR 3' FROM BOTTOM OF FOOTING. VHILE NOT A STRUCTURAL REQUIREMENT TO MEET CODE, MARLETTE FOMES RECOMMENDS PERIMETER VALL SUPPORT ON HOMES VITH 2x6 FLOORS. TO PREVENT COSMETIC CRACKING, MARLETTE H01£S VILL NOT HONOR ANY VARRANTY CLAIMS PERTAINING TO DRYVALL CRACKING IF PERIMETER SUPPORT IS NOT PRESENT ON 2x6 FLOOR HOMES. FULL VALL ALTERNATE REPLACES SIBEVALL BLOCKING 'C' 'C' 00 ::cT COPY (2x4 STUDS 24' O.C. MAX) (SEE NOTE ABOVE) This cn..c a :^e ead.a:w� ^roxrly et T. f A•�l'd "l U.;\. '"` l�'PICAL FULL TRIPLE WIDE WITH RIBBON FOUNDATION �:ticded b7 a ►cCaal Un;,ual.shed r;Ztil, GENERAL NOTES- T. CONCRETE STRENGTH ASSURED TO BE 25M PSI AFTER 28 DAYS. ol 2 FOOTINGS MAT MEET ONE OF THE FOLLOVING A) EXTEND BELOV FROST LINE. I—BEAM 8) BE LOCATED ON NON -EXPANSIVE SOIL. � C),REST ON COMPACTED GRAVEL THAT EXTENDS SELOV THE FROST LINE. GRAVEL TO BRAIN TO SUMP OR DAYLIGHT. 1(2) VZ' X 14 REBAR RECOMMENDED (BUT NOT REQUIRED) IN ALL RIBBONS P -*t LOCATE 110 CLOSER THA Z. FIWSOTTOM OR SIDES OF FOOTINGS. MAXIMUM SPANS _ 201 = 25'-10' 304 = 22'-4' 401 = 20'-0' _' .•,'\ 804 = 13'-9' I—BEAR MATING LINE I—BEAM r' ;A NATNG 1 LINE ' PIER (TYPJ ,F I -BEAM rg" MATING LINE -:;,r: — I -BEAN (: I—BEAM PIER" (TYPJ 1 -BEAM FULL VALL ALTERNATE REPLACES SIBEVALL BLOCKING 'C' 'C' 00 ::cT COPY (2x4 STUDS 24' O.C. MAX) (SEE NOTE ABOVE) This cn..c a :^e ead.a:w� ^roxrly et T. f A•�l'd "l U.;\. '"` l�'PICAL FULL TRIPLE WIDE WITH RIBBON FOUNDATION �:ticded b7 a ►cCaal Un;,ual.shed r;Ztil, GENERAL NOTES- T. CONCRETE STRENGTH ASSURED TO BE 25M PSI AFTER 28 DAYS. ol 2 FOOTINGS MAT MEET ONE OF THE FOLLOVING A) EXTEND BELOV FROST LINE. -YF 8) BE LOCATED ON NON -EXPANSIVE SOIL. � C),REST ON COMPACTED GRAVEL THAT EXTENDS SELOV THE FROST LINE. GRAVEL TO BRAIN TO SUMP OR DAYLIGHT. 1(2) VZ' X 14 REBAR RECOMMENDED (BUT NOT REQUIRED) IN ALL RIBBONS P -*t LOCATE 110 CLOSER THA Z. FIWSOTTOM OR SIDES OF FOOTINGS. Y• PERIMETER PIER (TYP) — SEE NOTE ABOVE - ver •� ,�� - .F. ... � -, W_'e MINIMUM CGNCRETE FOOTING SIZES (INCHES) �= MAY BE 6' PROVIDEO (3) 1/2'x 44 REBAR ARE INSTALLED 9' APART CENTERED ON VIDTH OF FOOTING, SET REBAR 3' FROM BOTTGM OF FOOTING. WILE NOT A STRUCTURAL REQUIREMENT TO MEET CODE, MARLETTE HOMES RECOMMENDS PERIMETER VALL SUPPORT ON HOMES VITH 2x6 FLOORS, TO PREVENT COSMETIC CRACKING. MARLETTE HOMES VILL NOT HONOR ANY VARRANTY CLAIMS PERTAINING TO DRYVALL CRACKING IF PERIMETER SUPPORT IS NOT PRESENT ON 2x6 FLOOR HOMES. \ PERIMETER PIER (TYP) - 'SEE NOTE ABOVE `- SOIL BEARING CAPACITY A) EXTEND RELOV FROST LINE. MINIMIUM 91.4ENSIONS 1500 PSI RODF LOAD (PSF) 20 30 40 80 2000 PSI ROOF LOAD 0'SF) 20 30 40 80 2500 PSI ROOF LOAD (PSF) 29 30 40 80 3000 PSI ROOF LC."D 03SF) 20 30 40 80 'A' 6 8` 8 10 6 6 1 8 10 1 6 6 6 8 6 6 6 8 B' 81 8` 10 10 6 6 8 8 6 6 6 8 6 6 b 8 C' 22 24 25 30 19 21 22 26 11 18 19 23 16 11 18 21 D' 24 26 27 30 19 20 22 24 17 18 19 22 16 17 17 20 �= MAY BE 6' PROVIDEO (3) 1/2'x 44 REBAR ARE INSTALLED 9' APART CENTERED ON VIDTH OF FOOTING, SET REBAR 3' FROM BOTTGM OF FOOTING. WILE NOT A STRUCTURAL REQUIREMENT TO MEET CODE, MARLETTE HOMES RECOMMENDS PERIMETER VALL SUPPORT ON HOMES VITH 2x6 FLOORS, TO PREVENT COSMETIC CRACKING. MARLETTE HOMES VILL NOT HONOR ANY VARRANTY CLAIMS PERTAINING TO DRYVALL CRACKING IF PERIMETER SUPPORT IS NOT PRESENT ON 2x6 FLOOR HOMES. 8'-0' OL TYP. MATING LINE PIER (TYP) I -BEAM - MATING LINE ..._.::_�- ::• ::. _:::: ;_;_ , _.. .C. I -BEAM TRA DESIGN REVIEW RNiew of 1:1 -se plan: do•s not authoriL• Of iI�7rOVC .�.1_ C ..;+•„O.1 0: eevlAlion from W I -BEAM PIER she Fe:-r.c /.1; nu.aCtu-cd Home Construction Qe (TYP) 8 $efetr $l ndard:. bIAti 17 2000 l DO 140T COPY FULL VALL ALTERNATE REPLACES SIDEVALL BLOCKING 'C' This pa;e :s eac;u;;v: projerly o1 (2x4 STUDS 24' O.C. MAX) (SEE NOTE ABOVE) T. R. .a'co:d 6 A:scc.elcs• Inc. d is prote:tcd by a Federal Unpublished Copy ri hl TYPICAL TRIPLE WIDE (W/POD) W1TN R�BBON FOUNDATION GENERAL NOTES, \ PERIMETER PIER (TYP) - 'SEE NOTE ABOVE `- 2. FOO104GS MUST MEET ONE OF THE FOLLOV06 A) EXTEND RELOV FROST LINE. B) BE LOCATED ON NON -EXPANSIVE SOIL. � C) REST ON COMPACTED GRAVEL THAT Ca NDS'BELOV THE FROST LINE. GRAVEL TO DRAIN TO SUMP OR DAYLIGHT. 3. (2)1/2' X 14 REBAR RECOMMENDED (BUT NOT REQUIRED) IN ALL RIBBONS. I -BEAM MAXIMUM SPANS 20 301 = 22'-4' 401 = 20'-0' mad 801 = 13' I -BEAM _ o d MATING LINE �•f `✓:: :-.> > :. '? .1 ; �i:.: i T ;• sn I-BEAMtp u 8'-0' OL TYP. MATING LINE PIER (TYP) I -BEAM - MATING LINE ..._.::_�- ::• ::. _:::: ;_;_ , _.. .C. I -BEAM TRA DESIGN REVIEW RNiew of 1:1 -se plan: do•s not authoriL• Of iI�7rOVC .�.1_ C ..;+•„O.1 0: eevlAlion from W I -BEAM PIER she Fe:-r.c /.1; nu.aCtu-cd Home Construction Qe (TYP) 8 $efetr $l ndard:. bIAti 17 2000 l DO 140T COPY FULL VALL ALTERNATE REPLACES SIDEVALL BLOCKING 'C' This pa;e :s eac;u;;v: projerly o1 (2x4 STUDS 24' O.C. MAX) (SEE NOTE ABOVE) T. R. .a'co:d 6 A:scc.elcs• Inc. d is prote:tcd by a Federal Unpublished Copy ri hl TYPICAL TRIPLE WIDE (W/POD) W1TN R�BBON FOUNDATION GENERAL NOTES, \ 1. CONCRETE STRENGTH ASSUMED TO BE 2500 PSI AFTER 28 DAYS. `- 2. FOO104GS MUST MEET ONE OF THE FOLLOV06 A) EXTEND RELOV FROST LINE. B) BE LOCATED ON NON -EXPANSIVE SOIL. � C) REST ON COMPACTED GRAVEL THAT Ca NDS'BELOV THE FROST LINE. GRAVEL TO DRAIN TO SUMP OR DAYLIGHT. 3. (2)1/2' X 14 REBAR RECOMMENDED (BUT NOT REQUIRED) IN ALL RIBBONS. •, LOCATE NO CLOSER •THAW 3' -FROM: ROTTON OR SIDES OF, .FOOTINGS 1 Ia IL M`"`c��T 1�•N.�t.+`� s•r�y;..,,'.�+ s�,. 1a1� �1.�..*xJJ••�,r �,y ° � "'fir 16 j .. l f k, • Y f � •% 4 YC•M � ti f11 -'tI l ^/,.5,• L 7 �YI ! �. ,.'}A r w .,1 :! i- W ^N' ` +...M 41 f- /1:E t 1Jtit �.�.�, t t, alp •. � +•�y, a � 4 � 11 � +r 1 1 T ,l Y � � ' ''l*1.'t t _ � -�`r ��'tt.�"%v �.a }•asr- Mr` �` r � i y, h< r .1�� � r� ra. .. a ,+,�+. t- � ..1, .auiak i< � �, yrs; ” :?: 'R � �3ix -�' i 9 �.il'.-,.+%%k rsrt�' ..: i F ylc' • h y •^+...+ � :41 r'l .r h - :.. y�+.^;� +�.w y, ya•'' h c,��� p k ,�. n a r'v�c W v S MINIMUM CONCRETE FOOTING, SIZES (INCHES) SOIL BEARING CAPACITY 1500 PSI 2000 PSI 2500 PSI Y:N:" ROOF LOAD (PSF) ROOF LOAD (PSF) ROOF LOAD (PSF) :�:nS!05S 20 30 140 80 20 30 1 40 80 20 30 40 1 I - 6 8' 8L110 6 6 8 10 6 6 6 8' 8' 10 6 6 8 8 6 6 6 3E 6' PROVIDED (3) 1/2'x 14 REBAR ARE INSTALLED 9' APART s -RED ON VIDTH OF FOOTING, SET REBAR 3' FROM BOTIOA OF FOOTING 3000 PSI ROOF LOAD f?SF) SOT A STRUCTURAL REQUIREMENT TO MEET COOS, MARLETTE FOMES RECOMMENDS PERIMETER VALL SUPPORT ON z::S VITH 2x6 FLOORS, TO PREVENT COSMETIC CRACKING MARLETTE HOMES VILL NOT HONOR ANY VARRANTY CLAYS PERTAINING Q QR VA jLqCRACKING IF PERIMETER SUPPORT IS NOT PRESENT ON 2x6 FLOOR Fi(>HFS . a : aul orae fCm Home Consl:uctlon o "S 2000 t VAR 1 t .p W CO r.iGT COPY X W �,o�e & o1 Inc. ;: ..tieov d Co = PERIMETER PIER (TTP) - SEE NOTE ABOVE co, a l x IM FULL VALL ALTERNATE REPLACES STDEVALL BLOCKING (2x4 STUDS 24' OL MAX) (SEE NOTE ABOVE) TYPICAL DOUBLE WIDE WITH PARTIAL SLAB FOUNDATION i t c 5s" 3r1+. ;( .+ft.yr�, ` ,� _ • �•' ���>'a.. s, t��L�K a 'i..^ r'r :...� !., Y_�sY.�t:d�114'�9n'n•4$A1��•a�ffi,L't"12"�i�i:^!L�?tft�'�"�df�,`ISYSk".(iaFY'.�sA'� NERAL kOTES L CONCRETE STRENGTH ASSUMED TO BE 2500 PSI AFTER 28 DAYS. Z FOOTINGS MUST MEET ONE OFTHE FOLLOVING A) EXTEND BELOV FROST'LINE B) BE LOCATED ON NON -EXPANSIVE SOIL. _ U REST ON COMPACTED GRAVEL THAT EXTENDS KW THE FROST LINE. GRAVEL TO DRAIN TO SURF OR DAYUG TT. 3 (2) 1/2' X 14 REBAR RECOMMENDED (BUT NOT REQUIRED) UNDER ALL PIERS -.•,LOCATE NO CLOSEMNAN 3:,FROM401TOM OR,'SIDES OFfOOTING&.; "S I -BEAM t 1 t 301 = 22-4' 401 = 20'-0' MATING LINE 1 I 1 -BEAM 801 = 13'-9' PIER (TYPJ i+� j �`'.i. _ ♦`:,.`: 'YAC`••` I V; .• wy .ter - - - _ - 37 ' I i -BEAM 1 ' 8'-G' K TTP. I -BEAM PIER 1 (TYPJ 1 I i ' � I-xAM 1 t . FULL VALL ALTERNATE REPLACES STDEVALL BLOCKING (2x4 STUDS 24' OL MAX) (SEE NOTE ABOVE) TYPICAL DOUBLE WIDE WITH PARTIAL SLAB FOUNDATION i t c 5s" 3r1+. ;( .+ft.yr�, ` ,� _ • �•' ���>'a.. s, t��L�K a 'i..^ r'r :...� !., Y_�sY.�t:d�114'�9n'n•4$A1��•a�ffi,L't"12"�i�i:^!L�?tft�'�"�df�,`ISYSk".(iaFY'.�sA'� NERAL kOTES L CONCRETE STRENGTH ASSUMED TO BE 2500 PSI AFTER 28 DAYS. Z FOOTINGS MUST MEET ONE OFTHE FOLLOVING A) EXTEND BELOV FROST'LINE B) BE LOCATED ON NON -EXPANSIVE SOIL. _ U REST ON COMPACTED GRAVEL THAT EXTENDS KW THE FROST LINE. GRAVEL TO DRAIN TO SURF OR DAYUG TT. 3 (2) 1/2' X 14 REBAR RECOMMENDED (BUT NOT REQUIRED) UNDER ALL PIERS -.•,LOCATE NO CLOSEMNAN 3:,FROM401TOM OR,'SIDES OFfOOTING&.; MINIMUM CONCRETE FOOTING SIZES (INCHES) 21L BEARING CAPACITY F_ 1500 PSI _ 2000 P—SI 500 PSI XOO PSI x1s9xum ROOF LOAD (PSF) ROOF LOAD (PSO ROOF LOAD —(pSF) ROOF LOAD (PSF) 2�— F_ —_ T —.,, 0 30 40P 80 20 1 30 T 40 no ?nT -m _q_T I - I -_ - 0 30 40 80 6 8 1.0.1 6 6 8 f 10 6 1 6 8 6: �68 Jiq 8 1 8' 8' 1 10 10 6 6 1 6 1 6 1 6 1 8 6 6 1 6 1 8 PAY BE 6' PROVIDED (3) 112,x 44 REBAR ARE INSTALLED 9' APART CENTERED ON VIDTH Of FOOTING. SET REBAR 3' FROM BOTTOM OF FOOTING. VHIL1 NOT A STRUCTURAL REQUIREMENT TO MEET COX MARLETTE HOMES RECOMMENDS PERIMETER VALL SUPPORT ION HOMES VITH 2x6 FLOORS, TO PREVENT COSMETIC CRACKING. MARLETTE HOMES VILL NOT HOfQR ANT VARRANTY CLAIMS PERTAINING TO DRYVALL CRACKING If PERIMETER SUPPORT IS NOT PRESENT ON 2x6 FLOOR HOMES. PERIMETER PIER (TYP) - SEE NOTE ABOVE I -BEAM PIER 0 rl-BEAM YP) RATING LINE �PIER (IYPJ P 1 1- 8-0, ac. TTP, I - ]-BEAM PIER (TYP) rl-BEAM � c'- MAXIMUM• SPANS FULL VALL ALTERNATE REPLACES SIDIEVALL BLOCKING 1 Lj I-KAXJ I - S v.:on .Ii, 'Surzi, i 204 = 25'-10' c3d L4_1 304 z 22'-4' GCNERAL NOTES 404 = 20'-0' MATING LINE This aagc A, 0 T. R. r 1 -SCAM 801 = PIER (TYP) I. CONCRETE STRENGTH ASSUMED TO 212500 PSI AFTER 20 DAYS. .1.:- Pfolect3d If 2. FOOTINGS MUST MEET ONE OF THE FOLLOVING: y U-P-blo right. itd Copy. r A) EXTEND BELOV FROST LINE. Zll L I I -BEAM PIER 0 rl-BEAM YP) RATING LINE �PIER (IYPJ P 1 1- 8-0, ac. TTP, I - ]-BEAM PIER (TYP) rl-BEAM � c'- FULL VALL ALTERNATE REPLACES SIDIEVALL BLOCKING 1 Lj I - S v.:on .Ii, 'Surzi, i c3d L4_1 GCNERAL NOTES TRA --1 This aagc A, 0 T. R. only of view Of f% I. CONCRETE STRENGTH ASSUMED TO 212500 PSI AFTER 20 DAYS. .1.:- Pfolect3d If FULL VALL ALTERNATE REPLACES SIDIEVALL BLOCKING fro, (2x4 STUDS 24' OL MAX.) (SEE ME ABOVE) - S v.:on .Ii, 'Surzi, i TYPICAL FULL TRIPLE VIDE WITH PARTIAL SLAB FOUNDATION[Y;BAR 17 2000 GCNERAL NOTES This aagc A, 0 T. R. only of I. CONCRETE STRENGTH ASSUMED TO 212500 PSI AFTER 20 DAYS. .1.:- Pfolect3d & is 2. FOOTINGS MUST MEET ONE OF THE FOLLOVING: y U-P-blo right. itd Copy. r A) EXTEND BELOV FROST LINE. 8) BE LOCATED ON NON -EXPANSIVE SOIL. C) REST ON COMPACTED GRAVEL THAT EXTENDS BELOV THE FROST LINE. GRAVEL' TO BRAIN TO SUMP OR DAYLIGHT. I C2) 112' X 14 REBAR RECOMMENDED (BUT NOT REQUIRED) IN ALL RIBBONS. LOCATE NO CLOSER THAN 3' FROM BOTTOM OR SIDES OF FOOTINGS. 18 7T� I 9.zi�L w, -2t lt'�) T MINIMUM CONCRETE FOOTING SIZES (INCHES) SOIL BEARING CAPACITY I CAP 1500 PSI 2000 PSI 2500 PSI 3000 PSI 00 ROOF LOAD (PSF) ROOF LOAD (PSF) ROOF LOAD (PSF) ROOF LOAD (PSF) 20 30 40 So 20 80 20 30 40 80 20 30 40 80 40 60 20 30 40 6 8 6 B 8 10 6 6 8 10 8. 6 6 8 10 10 6 6 8 8 6 8R:uT �6 6 KAY BE 6' PROVIDED (3) 112'x 94 REBAR ARE INSTALLED 9' APART C. -Nit -R -ED ON VIDTH OF FOOTING. SET REBAR 3' FROM BOTTOM OF FOOTING. MILE NOT A STRUCTURAL REQUIREMENT TO MEET CODE, MARLETIE HOMES RECOMMENDS PERIMETER VALL SUPPORT )N iiosrS ViTH 2x6 FLOORS, TO PREVENT COSMETIC CRACKING. MARL011 HOMES VILL NOT HONOR ANY VARRANTY '.LAIY,S PERTAINING TO DRYVALL CRACKING IF PERIMETER SUPPORT IS NOT PRESENT ON 2x6 FLOUR HOMES PERIMETER PILK (ITV.) - SLL NUIL AI$UVL r I MAXIMUM SPANS 30a1 = 22'-4' 401 = 20'-0' HATING LINE PIER (TYP) I - BE AMgal = 13'-9' I -BEAM I -BEAM PIER MATING LINE (TYP) rl-BEAM \PIER (TYF) —Al TRA DESIGN REVIEW BCA� RR CL e of th"t ew-'s nor authorize 0 oda;nlove c' Sc•;Alio- from I_QrAk� PIER 81-01 O.C. TYP. I -BEAM PIER 11,3mo Co.st,vct,on (TYP) &a!ety Sf)nda:d%. FI -BEAM m 1AM 17 2000 OT CC;'y T . his a- Du 'ooedy of FULL VALL ALTERNATE REPLACES SIDCVALL BLOCKING 'e, NOTE ABOVE) T. R. A•-noid Assoc -W- I"c. & is (2%4 STUDS 24' GL MAX.) (SEE ptotccled by a ie All Llnpbl;shcd COPY- t.ght. TYPICAL TRIPLE WIDE (WROD) WITH PARTIAL SLAB FOUNDATION 9 h OR kOTES 1. CONCRETE STRENGTH ASSUMED TO BE 25M PSI AFTER 28 DAYS. 2. FOOTINGS KIST MEET K OF THE FOLLOVIN&' : QJ", A) EXTEND BELOV FROST LINE. 1) BE LOCATED ON NON -EXPANSIVE SOIL 0 REST IN COKPACTED GRAVEL THAT EXTENDS KLOV THE FROST LINE. GRAVEL to DRAIN To SLW OR DAYLIGHT. 1 0 Iff X 14 REBAR RECWNDED (BUT NOT REQUIRED) IN ALL RIBBONS, LOCATE No CLOSER THAN 3' FROM BOTTOM OR SIDES OF FOOTINGS: 19 MINIMUM CONCRETE FOOTING SIZES (INCHES) �= MAY BE 6' PROVIDED (3) 1/2'x 14 REBAR ARE INSTALLED 9' APART CENTERED ON VIDTH OF FOOTING. SET REBAR 3' FROM BOTTOM OF FOOTING. VHILE NOT A STRUCTURAL REOUIREMENT TO MEET CODE, MARLETTE HOMES RECOMMENDS PERIMETER VALL SUPPORT ON HOMES VITH 2x6 FLOORS, TO PREVENT COSMETIC CRACKING. MARLETTE HOMES VILL NOT HONOR ANY VARRANTY CLAIMS PERTAINING T DRYVA L CRACKING IF PERIMETER SUPPORT IS NOT PRESENT ON 2x6 FLOOR HOMES. Rede- of 1', 17! -1zn; e: -s r•o: aul4or,ie 1500 PSI SOIL BEARING CAPACITY 2000 PSI 250a -PSI 3000 PSI MINIMUM ROOF LOAD (PSF) ROOF LOAD (PSF) ROOF LOAD (PS) ROOF LOAD (PSF) DlMEnSIOnS 20 30 40 80 20 30 40 1 80 20 1 30 1 40 80 20 30 40 80 A' 6 8` 8 10 6 6 B 1 10 6 1 6 1 6 8 6 6 6 8 B' B` 9` IO 1 10 6 6 8 1 8 6 1 6 1 6 8 6 6 6 8 �= MAY BE 6' PROVIDED (3) 1/2'x 14 REBAR ARE INSTALLED 9' APART CENTERED ON VIDTH OF FOOTING. SET REBAR 3' FROM BOTTOM OF FOOTING. VHILE NOT A STRUCTURAL REOUIREMENT TO MEET CODE, MARLETTE HOMES RECOMMENDS PERIMETER VALL SUPPORT ON HOMES VITH 2x6 FLOORS, TO PREVENT COSMETIC CRACKING. MARLETTE HOMES VILL NOT HONOR ANY VARRANTY CLAIMS PERTAINING T DRYVA L CRACKING IF PERIMETER SUPPORT IS NOT PRESENT ON 2x6 FLOOR HOMES. Rede- of 1', 17! -1zn; e: -s r•o: aul4or,ie NERAL NOTES: Or 30.:CVC :. _.. .:.C: •.:I pn I•CT •�0.r,� a ; Ihs fezC:.:I `•. \r.J a_.s::Cd I -.;me Censl: uclwn O � W CL i 1 N PAR 17 2000 � J = m A) EXTEND BELOV FROST LINE. Do hof CC'Y co This case .s 1;,c cacl.si-c arooerlY of PERIMETER PIER (TYPE - SEE NOTE ABOVE B) BE LOCATED ON NON -EXPANSIVE SOIL T. R. Arnold 3 Assocalcs. Inc. & is u fl ri C) REST ON COMPACTED GRAVEL THAT EXTENDS BELOV THC :MAXIMUIf`SPaH$ `:::` .1-BEAfT_ ' FROST LIC GRAVEL TO DRAIN TO SUMP OR DAYLIGHT. Y _ y Y S ` 1(gTING'tlt�•.I �': ���•:-: �:�' -r >< I •.:�01 `.20'-0._:.•:. .14 -Ag' o Mad LOCATE NO CLOSER THAN 3' FROM BOTTON OR SIDES OF FFOOTINGS. I 8 0 20 4 yfa ... .. ._f _...s�"%wX `'_ 5:.�". _ .. .,, _.'�.�!,. .. . .. ,..,�t`.a .ja_fd`• .._ ..F�'SY�S'4r.4r�.,r.• rr L.. :a .. i.;P�`Lt�...,-�- s a ... .. �'i'".,,1,�_`i?, ' U I IAN . .1 -BEAM' --p [ER (IYP1 FULL VALL ALTERNATE REPLACES SIOEVALL BLOCKING (2x4 STUDS 24' OC. MAXI (SEE NOTE ABOVE) TYPICAL DOUBLE WIDE WITH FULL SLAB FOUNDATION NERAL NOTES: •�0.r,� a ; 1. CONCRETE STRENGTH ASSUMED TO BE 2500 PSI AFTER 28 DAYS. i 2 FOOTINGS K11S1 MEET ONE OF THE FOLLOVM A) EXTEND BELOV FROST LINE. B) BE LOCATED ON NON -EXPANSIVE SOIL C) REST ON COMPACTED GRAVEL THAT EXTENDS BELOV THC FROST LIC GRAVEL TO DRAIN TO SUMP OR DAYLIGHT. 10 V2' X.14 REBAR-RECOMMENDED (BUT NOT REQUIRED) UNDER ALL PIERS. - >< LOCATE NO CLOSER THAN 3' FROM BOTTON OR SIDES OF FFOOTINGS. 20 4 yfa ... .. ._f _...s�"%wX `'_ 5:.�". _ .. .,, _.'�.�!,. .. . .. ,..,�t`.a .ja_fd`• .._ ..F�'SY�S'4r.4r�.,r.• rr L.. :a .. i.;P�`Lt�...,-�- s a ... .. �'i'".,,1,�_`i?, MINIMUM CONCRETE FOOTING SIZES (INCHES) SOIL BEARING CAPACITY 1500 PSI 2000 PSI 2500 PSI 3000 PSI �':�[•:1M ROOF LOAD (PSF) ROOF LOAD (PSF) ROOF LOAD (PSF) ROOF LOAD`(PSF) 20 30 40 80 20 30 40 80 20 30 40 60 20 30 40 80 6 8` 8 10 6 6 8 10 6 6 6 g 6 6 6 8 - Bl 81 10 10 1 6 6 8 8 6 6 6 B 6 6 6 8 t= x 6' PROVIDED (3) 1/2'x 14 REBAR ARE INSTALLED 9' APART ;NTERED ON VIDTH OF FOOTING SET REBAR 3' FROM BOTTOM Of FOOTING V':' Nil A STRUCTURAL REQUIREMENT TO MEET CODE, MARLETTE HOMES RECOMMENDS PERIMCT£R VALL SUPPORT ON {-CS VIIH 2x6 FLOORS, TO PREVENT COSMETIC CRACKING MARLETTE HOMES VILL NOT HONOR ANY VARRANTY PERTAINING TO DRYVALL CRACKING If PERIMETER SUPPORT IS NOT PRESENT ON 2x6 FLOOR HOMES. nCn WCTrO nlrn /Tvn% _ err um I . tI - cl W ZJ nAXIMUM''SPANS.'•.:':''••':::'.'...: :•;'�": g m _.I_�J�:.�•::,'.°..'.::':.::, `r W N �„• OK H � 401. ',20 -0'-. :. ' MATING:LLNE ; j: EaM y PIER'LTYPJ. '•" t - - U. :f Q X - W iN6'i INE:. ' _FA 14 8'=D' -OL IYP.:: [-BEAM. PIER; ! ^AM - FILL VALL ALTERNATE REPLACES SIIEVALL BLOCKING (2x4 STUDS 24' OL. MAID (SEE NOTE ABOVE) TYPICAL FULL TRIPLE WIDE WITH FULL SLAB FOUNDATION o TRA DESIGN REVIEW :ew of these pla's do -s not r f G a7Crove any 7n;:;l On 6' dc- sh< <eCerjl i l"nu'a:;arcd Home c d Safety Standards. NIAR 17 2000 E ABOVE GENERAL NOTES;- 1. OTES1. CONCRETE STRENGTH ASSUMED TO BE 2500 PSI AFTER 28 DAYS 2, FOOTINGS MUST MEET ONE OF THE FOLLOVIKs A) EXTEND BELOV FROST LIME. 1e B) BE LOCATED ON NON -EXPANSIVE SOIL. from uction REST ON COMPACTED GRAVEL THAT EXTENDS BEM THE FROST LINE. GRAVEL TO DRAIN TO SUMP OR DAYLIGHT. 10 Ire X 44 REBAR RECOMMENDED (BUT NOT REQUIRED) UNDER ALL LOCATE NO CLOSER THAN 3' FROM IOTTOM OR SIDES OF FOOTINGS. - 00 NOT COFY This Oage is the ewclu:sve•, property A.nc d E ' A,lo< atrs} Inc. • d is . r 7 -r ' - acs -_sed bv.'.i, ��de•al Unaubthhed Coov ;< r x•c�;; W ZJ g m u `r W N �„• OK H � d Z N W o U Q X - W GENERAL NOTES;- 1. OTES1. CONCRETE STRENGTH ASSUMED TO BE 2500 PSI AFTER 28 DAYS 2, FOOTINGS MUST MEET ONE OF THE FOLLOVIKs A) EXTEND BELOV FROST LIME. 1e B) BE LOCATED ON NON -EXPANSIVE SOIL. from uction REST ON COMPACTED GRAVEL THAT EXTENDS BEM THE FROST LINE. GRAVEL TO DRAIN TO SUMP OR DAYLIGHT. 10 Ire X 44 REBAR RECOMMENDED (BUT NOT REQUIRED) UNDER ALL LOCATE NO CLOSER THAN 3' FROM IOTTOM OR SIDES OF FOOTINGS. - 00 NOT COFY This Oage is the ewclu:sve•, property A.nc d E ' A,lo< atrs} Inc. • d is . r 7 -r ' - acs -_sed bv.'.i, ��de•al Unaubthhed Coov ;< r x•c�;; MINIMUM CONCRETE FOOTING SIZES (INCKS) �= MAY BE 6' PROVIDED (3) 112'x 14 REBAR ARE INSTALLED 9' APART CENTERED ON VIDTH OF FOOTING SET REBAR 3' FROM BOI!C-H LF FOOTING. WILE NOT A STRUCTURAL REQUIREMENT TO MEET CODE, MARLETTE HOMCS RECOMMENDS PERIMETER VALL SUPPORT ON TOMES VIIH 2x6 FLOORS, TO PREVENT COSMETIC CRACKING MARLETTE HOMES VILL NOT 143WR ANY VARRANTY CLAIMS PERTAINING TO DRYVALL CRACKING If PERIMETER SUPPORT IS NOT PRESENT ON 2x6 FLOOR HOMES. PERIMETER PIER (TYP.) - SEE NOTE ABOVE n Z =c m FULL VALL ALTERNATE REPLACES SIDEVALL BLOCKING This e cc- u This PaSe . ss me e.:.u•r oroz)c)iy of (2x4 STUDS 24' O.C. MAX) (SEE NOTE ABOVE) T. R. A—old 3 A.!zc:)::. Inc. s p,olecled by a Federal U-publ.shed Copy - fight. TYPICAL TRIPLE WIDE (WROD) WITH FULL SLAB FOUNDATION GENERAL NOTES 1. CONCRETE STRENGTH ASSUMED TO BE 2500 PSI AFTER 28 DAYS. 2. FOOTINGS KIST MEET ONE OF TFC FOL.LOVINGj A) EXTEND BELOV FROST LINE. A:' 8) BE LOCATED ON NON -EXPANSIVE SOIL T " 2 C) REST ON COMPACTED GRAVEL THAT EXTENDS BELOV THE FROST LINE. GRAVEL TO DRAIN TO SUMP OR DAYLIGHT. 3 (2) 1R' X N REBAR RECOMMENDED (BUT NOT REQUIRED) IN ALL RIBBONS. LOCATE NO CLOSER THAN 3' FROM BOTTOM OR SIDES OF FOOTINGS. 22 �- ( Z Z eeV. A l . � ' Lr i • pxyl'JM��t .. _ 1.14. r _ t fir. c �'' �•i�, i. ,I'�. e".�. Qi'Q�� _ .r aC Wri.•.�1e .. e. _.niir�r�l`[_,_ .. .. . v. -. -' .r -. i in u a W W U o = W � m X W oc sn u d = W N U D = u x - W SOIL BEARING CAPACITY 1500 PSI 2000 PSI 2500 PSI 3000 PSI Mlul' M ROOF LOAD (PSF) ROOF LOAD 0'SF) R097 LOAD (PSF) ROOF LOAD (PSF) DIMENSIONS 20 30 1 40 1 80 20 30 1 40 1BO 20 30 40 80 20 30 /0 80 Ar 6 8' 8 10 6 6 8 10 6 6 6 8 6 6 6 8 '3' 8' 8' 10 10 6 6 1 B 1 8 6 6 1 6 1 8 6 6 6 8 �= MAY BE 6' PROVIDED (3) 112'x 14 REBAR ARE INSTALLED 9' APART CENTERED ON VIDTH OF FOOTING SET REBAR 3' FROM BOI!C-H LF FOOTING. WILE NOT A STRUCTURAL REQUIREMENT TO MEET CODE, MARLETTE HOMCS RECOMMENDS PERIMETER VALL SUPPORT ON TOMES VIIH 2x6 FLOORS, TO PREVENT COSMETIC CRACKING MARLETTE HOMES VILL NOT 143WR ANY VARRANTY CLAIMS PERTAINING TO DRYVALL CRACKING If PERIMETER SUPPORT IS NOT PRESENT ON 2x6 FLOOR HOMES. PERIMETER PIER (TYP.) - SEE NOTE ABOVE n Z =c m FULL VALL ALTERNATE REPLACES SIDEVALL BLOCKING This e cc- u This PaSe . ss me e.:.u•r oroz)c)iy of (2x4 STUDS 24' O.C. MAX) (SEE NOTE ABOVE) T. R. A—old 3 A.!zc:)::. Inc. s p,olecled by a Federal U-publ.shed Copy - fight. TYPICAL TRIPLE WIDE (WROD) WITH FULL SLAB FOUNDATION GENERAL NOTES 1. CONCRETE STRENGTH ASSUMED TO BE 2500 PSI AFTER 28 DAYS. 2. FOOTINGS KIST MEET ONE OF TFC FOL.LOVINGj A) EXTEND BELOV FROST LINE. A:' 8) BE LOCATED ON NON -EXPANSIVE SOIL T " 2 C) REST ON COMPACTED GRAVEL THAT EXTENDS BELOV THE FROST LINE. GRAVEL TO DRAIN TO SUMP OR DAYLIGHT. 3 (2) 1R' X N REBAR RECOMMENDED (BUT NOT REQUIRED) IN ALL RIBBONS. LOCATE NO CLOSER THAN 3' FROM BOTTOM OR SIDES OF FOOTINGS. 22 �- ( Z Z eeV. A l . � ' Lr i • pxyl'JM��t .. _ 1.14. r _ t fir. c �'' �•i�, i. ,I'�. e".�. Qi'Q�� _ .r aC Wri.•.�1e .. e. _.niir�r�l`[_,_ .. .. . v. -. -' .r -. i in u a W W U o = W � m X W oc sn u d = W N U D = u x - W d L POUR BLOCKS FULL A MINIMUM OF 16' VIDE UNDER 8' VF X 101 I -BEAMS FROM FOOTING TO BOTTOM Or I -BEAM INSTALL 4 1/Z' RE -RODS DOW THROUGH BLOCKS TO REINFORCE .j i!o.—< Construction 'i,.AP,, 17 20C10 cc .,cl _."crty t This oa'J" :s t :. 3 is T. R A-na:.7 6 C..,_. sed COPY' prolecled by a (cLcral o1`s righl. BASEMENT OR CRAWL SPACE WITH FRAME LEFT UNDER HOME: GENERAL NOTES - THIS FOUNDATION DETAIL IS TYPICAL FOUNDATION CONSTRUCTION, IT IS NOT INTENDED TO BE PERCIEVED AS MODEL SPECFIC. - FOUNDATION BY OTHERS MUST BE IN CONFORMANCE VITH APPLICABLE CODES. - 2x6 FLOOR JOISTS TYPICAL VITH SINGLE RIM JOIST. - VITH CRAVL SPACE AN ACCESS CRAVL HOLE 18' x 24' MUST BE PROVIDED. - ALL CONCRETE AND MASONRY BLOCK VALLS TO BE REINFORCED PER ACI REQUIREMENTS AND ALL GOVERNING BUILDING CODES. - (Il) 32' O.C. FOR VINO LOAD ZONES UP TO 35 PSF 16' O.C. FOR VIND LOAD ZONES FROM 40 TO 50 PSF. - ALL CONCRETE 2500 PSI IN 28 DAYS. THE ENGINEER HAS ASSUMED 2500 PSF MINIMUM SOIL BEARING. SOME SOILS HAVE HIGH EXPANSION CHARACTERISTICS OR HAVE LOV SUPPORT CAPABILITIES. THEREFORE THE CERTIFING ENGINEER SHALL BE FURNISHED VITH A SOIL REPORT BY A LOCAL CERTIFIED SOILS ENGINEER SHOVING THAT THE SOIL BEARING MEETS THE MINIMUM REQUIREMENTS. 9" FRAME SET BACK (BLOCK WALL) REFER TO NEXT. PAGE • T-1.2 3 C = Ln h - - - ------- HOME FRA.Kr ------------------------ I -BEAM i LOCATIONS C r n r—n r — n r r — n r -i r -F _---_ --L—J _—_ - l �I J I—J—L ; J_D l — J l J—L�-� 1------- ------ ---------------------- ------------- r------------------ J+ HOME FRAME HX R I -BEAM . B J p�---- Ory� lUl.hlll�HS \ I� --------- `+------- — -- — --— ----------- - t A LA LC OF CONCRETE J Ir -n• n mwr —� POUR BLOCKS FULL A MINIMUM OF 16' VIDE UNDER 8' VF X 101 I -BEAMS FROM FOOTING TO BOTTOM Or I -BEAM INSTALL 4 1/Z' RE -RODS DOW THROUGH BLOCKS TO REINFORCE .j i!o.—< Construction 'i,.AP,, 17 20C10 cc .,cl _."crty t This oa'J" :s t :. 3 is T. R A-na:.7 6 C..,_. sed COPY' prolecled by a (cLcral o1`s righl. BASEMENT OR CRAWL SPACE WITH FRAME LEFT UNDER HOME: GENERAL NOTES - THIS FOUNDATION DETAIL IS TYPICAL FOUNDATION CONSTRUCTION, IT IS NOT INTENDED TO BE PERCIEVED AS MODEL SPECFIC. - FOUNDATION BY OTHERS MUST BE IN CONFORMANCE VITH APPLICABLE CODES. - 2x6 FLOOR JOISTS TYPICAL VITH SINGLE RIM JOIST. - VITH CRAVL SPACE AN ACCESS CRAVL HOLE 18' x 24' MUST BE PROVIDED. - ALL CONCRETE AND MASONRY BLOCK VALLS TO BE REINFORCED PER ACI REQUIREMENTS AND ALL GOVERNING BUILDING CODES. - (Il) 32' O.C. FOR VINO LOAD ZONES UP TO 35 PSF 16' O.C. FOR VIND LOAD ZONES FROM 40 TO 50 PSF. - ALL CONCRETE 2500 PSI IN 28 DAYS. THE ENGINEER HAS ASSUMED 2500 PSF MINIMUM SOIL BEARING. SOME SOILS HAVE HIGH EXPANSION CHARACTERISTICS OR HAVE LOV SUPPORT CAPABILITIES. THEREFORE THE CERTIFING ENGINEER SHALL BE FURNISHED VITH A SOIL REPORT BY A LOCAL CERTIFIED SOILS ENGINEER SHOVING THAT THE SOIL BEARING MEETS THE MINIMUM REQUIREMENTS. 9" FRAME SET BACK (BLOCK WALL) REFER TO NEXT. PAGE • T-1.2 3 Z a .ZlI rl X Vb zn=q h 2p 1-9 ag c E.° 0 u o" 0 i i fib— _O b a'{ N W v u ¢ J�, AVL � v - y �N c� st, Y � J m rn O � 8-5.6 1 �B X Vb zn=q h 2p 1-9 ag c E.° 0 u o" 0 i i fib— _O b a'{ N W v Qr! ¢ J�, AVL � Z - TO PREVIOUS PAGE -F 1, zq_ aN D. �N c� st, � N rn O 8-5.6 X Vb zn=q h 2p 1-9 ag 0 0 i i _O N U 9" FRAME .J SET BACK (BLOCK WALL) J�, � �...: � - TO PREVIOUS PAGE -F 1, zq_ aN D. $ '\ 4 �..i jJ�_. •� 24 c� st, X Vb zn=q h 2p 1-9 ag 0 0 z _O N U 9" FRAME .J SET BACK (BLOCK WALL) J�, W REFER TO PREVIOUS PAGE -F 1, zq_ aN D. $ '\ 4 �..i jJ�_. •� 24 c� st, WI1 O U W H g3 X Vb zn=q h 2p 1-9 ag tt1 N 9" FRAME .J SET BACK (BLOCK WALL) REFER TO PREVIOUS PAGE -F 1, zq_ aN D. $ '\ 4 �..i jJ�_. •� 24 ., �_t�, .s...v�`i:-H b . �°s �iS.t�ir�'i�•�.'s'fw'� .�'i #> s .. �.-: r . !' .AFP.? 31�'>�� ,� ,. s't1 G.ri,. �'aL'� , .. _ � o-_��z�:, a : tz^.o, . ._ _ _.. a , .� � _ � . .. . ...... .. .. ,, ti El I C - - __- i_- --------- +I II I ------------- i _ + � FDIC FRAMEI � + I-FEAM i LOCATIONS -- — — — — — — — — — — --- — — — — < — — — — — — — — — - — — — — — — — — - — — — — — — — — — — — t Y r I r --I r—'i r -I r — -i r -1 rte i l J L_ J l_ J L J D L_ J L J L r LL I i � I �} Fflhg FRAME B l B I -BEAM B B r... Lin:ATiOh.0 --------------------��-------��------- --- A -- I BASEMENT OR CRAWL SPACE WITH FRAME LEFT UNDER HOME j Rev GENERAL NOTES °rR� w ! '2"'$ PAGE -r 1. z s Or d .r.:�� � : 'C' 3..'" THEREFORE THE CERTIFING ENGINEER SHALL BE - THIS FOUNDATION DETAIL IS TYPICAL FOUNDATION: a s ; . '�^°""`u"'°" r='y s"-'=' CONSTRUCTION, IT IS NOT INTENDED TO BE PERCIEVED ; MEETS THE MINIMUM REQUIREMENTS. AS MODEL SPECIFIC. - FOUNDATION BY OTHERS MUST BE IN CONFORMANCE Iti1 K 1 7 2 00 .�- VITH APPLICABLE CODES. - 2x6 FLOOR JOISTS TYPICAL VITH SINGLE RIM JOIST. DO),Y - VITH CRAVL SPACE AN ACCESS CRAVL HOLE T. R. T. �: •sa ": :-.._, c C: °Derry or 18' x 24' MUST BE PROVIDED. `.Ole n : r.. lea by ica:: sl=•'�u�l shed°ay. - ALL CONCRETE AND MASONRY BLOCK VALLS TO BE REINFORCED PER ACI REQUIREMENTS AND ALL GOVERNING BUILDING CODES. - (11) 32' [IC FOR VIND LOAD ZONES UP 10 35 PSF 16' O.C. FOR VIND LOAD ZONES FROM 40 TO 50 PSF. - ALL CONCRETE 2500 PSI IN 28 DAYS. THE ENGINEER HAS ASSUMED 2500 PSF MINIMUM SOIL REFER BEARING. SOME SOILS HAVE HIGH EXPANSION PAGE -r 1. z s CHARACTERISTICS OR HAVE LOV SUPPORT CAPABILITIES..""`°' ..a ' � a25 THEREFORE THE CERTIFING ENGINEER SHALL BE FURNISHED VITH A SOIL REPORT BY A LOCAL CERTIFIED SOILS ENGINEER SHOVING THAT THE SOIL BEARING fY� -. .�.� �,Yf•ttt{F��,�=i{'��JiA-u MEETS THE MINIMUM REQUIREMENTS. ....? i 9" FRAME SET BACK (POURED WALL REFER • TO NEXT PAGE -r 1. z s � a• .rxo• tiw� tom?. - n,$��.- ..a ' � a25 fY� -. .�.� �,Yf•ttt{F��,�=i{'��JiA-u ._A ....? i �}�i{ j1�6- .�- 14 RTII AISIrrfIQR .DISI P.I2 SILL PLAt( . ISU£121C1 Il n(OESIGN (IRCAI(b'.] lK SCQVS Irl) CAAQ SDC Of .p;movc any om,s,i,;n Or d the federal ASanu:uch.:ed viation from Ilam & Safely Stand:,fd;_ ConstrucBon ANI vilm t' U CM(PS � . ul I•KAAIVa TuD IPAK I•KAN VII( K 1 1/1' I' (ALVAR110 PIK meal( vA(ls (ITP) "etAXI DIM(NIS r maDKMC ILMI Vk(S 01) I(1 stux WEI (' CDW-Zt( ROY (MUKNI CKY) PLR LOA ME 08A w PEI VAPUB W EI \. A' CRAvtI 2.14 fmt Q) II PM m11INtlA SECTION A -A ruz ID• I•BCA1s rkw IV fRAK I•K P• vT I Its t MM SECTION A -A ISU£121C1 Il n(OESIGN (2m( I•KAA REVIF Revi.: v of these pl.rns do•a nc authorize Of .p;movc any om,s,i,;n Or d the federal ASanu:uch.:ed viation from Ilam & Safely Stand:,fd;_ ConstrucBon SECTION C -C -C Nov( 17 2000 DC t:01 CCVY This page :; fre c• c'„'ive prOOerly of T. R. A:ro'd I. A:scc :+• Inc. 8 it pfolecled by 3 fudefal Ucpubhshed Copy. righ.l. I/4'.' LAG SCDiws_ .-ti T-10 CM KNItAID INU CIAK 90(( VRtS )tdl K (part ID VI:AIN Q M fLMR MSA Cr IK lo(. tet. MIC "fM rtN tMA Mt FU [R,l mKI 2-12 SILL PLAI( (IR(AICD, RIA 'DISI I ---j 8' VI(( r f' 9(P r it)XG, 1 (2m( I•KAA lo' I -If t . 8 1/2' L Ir I KAA t :lour SECTION B -BJ ftUR RMU D' 11jg0Clxna vA(t ,P, n � 8,I6 CXR R ka VKl t(TI) IPAK I•KAN VII( K 1 1/1' I' (ALVAR110 PIK AKM IV' U I0,hfA10 VKl "etAXI DIM(NIS 2 . 12 MI S)QdXI Vltt KED 10 K J),jOlp(p fM I-KAA AND ("I•CPMS KAI(R. • `C(NI(R PI(ASI(R Y' lN4R KM SECTION B -B ISX121C DCIAIC AhJ.5 AILC C[I.VM n rmn)t V AD.tRIAr•C (AVM 13s TM". (' CD(2: I ( FLOOR VMCR I+RRIUt� x.32,11 CVCKI( MID& U) II RMODS (AOI VAT SECTION E_ SECTION D -D 0M 1/4.2 TAG L L J. ftUR RMU ik_t � r K .IDI 1•KAN I' (ALVAR110 PIK K1.1 "etAXI DIM(NIS AhJ.5 AILC C[I.VM n rmn)t V AD.tRIAr•C (AVM 13s TM". (' CD(2: I ( FLOOR VMCR I+RRIUt� x.32,11 CVCKI( MID& U) II RMODS (AOI VAT SECTION E_ SECTION D -D 0M PERIMETER FOUNDATIONS FOR PORCH MODELS. STEM WALLS SEPERAnNG TI, -,IE PORCH AREA AND THE LIVING AREA MUST BE INSTALLED. U U t PERIMETER FOUNDATION WALLS STOP AT THE PORCH. 5• 2. PIER BLOCKS MUST BE INSTALLED UNDER EACH PORCH SUPPORT POST. SEE PAGE /8 N SET UP MANUAL FOR PROPER SIZE AND CAPACITY OF SUPPORTS. t 3. IF A PERIMETER WALL IS INSTALLED UNDER THE PORCH AREA. IT MUST BE N ADDITION TO THE ONE UNDER THE EXTERIOR WALLS. 4. GRAVEL AND EXTERIOR DRAINS MUST BE PROVIDED N THIS AREA TO KEEP THE WATER THAT ENTERS INTO THE PORCH AREA FROM GETTING INTO THE ACTUAL HOME AREA. 5. DRAINS N EXTERIOR WALLS. IRCH / PARTIAL END PORCH j LIZ?, pA C:SIGN PE Eq-', I m 1• 3 Rev:c•.v of r:: •• _ :Ja•: to s r or authorize i 4. or a.-'Pf2 c•r.s•:c., c: c'e�:a:ion Iron\ / 14e frc :.� .:acrea! Name Construction MAR 17 2000 z s. DO rMJT COPY This cage is t.`t ezc.usi.e aoperly:o(Z% � r '- T., R. A ro.d S Assoc•tles Inc & is F•_ prcle:�ad by a Fete a! U•pu�blished Copy; _6 ��hl?�����'- "'G��r �^ '''Y`�•<'�'� M��$"�r''.y� �r�aot`2t%�ir� w27�r �'K+a ..1t a �. .m .�_"'"t��•`•*{.�A�4..s!°��,,eS�.�`+1•�1X�,�.a�.'"�i�«'..ryr�i"ri�3�a`!,r_y.,�f.�£'L;'"14,�•'t�'�`?'x'k,"�+"_�.�t"i'��ii�'-9'�^;.'"+�.�`"�fP TIE -DOWN INSTRUCTIONS After blocking and leveling, the home must be made secure from overtuming'due to wind. The requirements will 'ary depending on which wind zone your home is located in e the wind zone map shown on page 4). In Wind Zone I, tie -down is accomplished by installing frame ties only supplied by the owner or installer. These straps are wrapped around the frame I -beams and anchored to the ground. In Wind Zone II, vertical tie -down straps installed by the factory along the sidewalls must also be connected to ground anchors in addition to the frame ties. The number of frame and vertical ties required varies depending on the wind zone and the strapping method selected. Ground anchors should -be certified by 3 professional cngi, tomer,- ci, d iiieci or '�-, iaiiona !y recognized testing ;;:bora tory as to their resistance, based on the maximum angle of diagonal tie and/or vertical tie loading and angle of anchor installation, and type of soil in which the anchor is to be installed. Ground anchors should be embedded below the frost line and be at least 12" above the water table. Ground anchors should be installed to their full depth, and stabilizer plates should be installed to provide added resistance to overturning and sliding forces. Minim=um anchor opacity required is as noted and indi- led on P.E. certified Ground Anchor/Frame Tie Strapping equirements detail. The following instructions are for installing tie -downs on a Mariette home. 1. From the chart and details below, select either the single or double strap method (Note: Double strap method is not available in zone II)- Be sure to use ground anchors equal to or stronger than the minimum load capacities listed in the chart for the method selected. 2. Install ground anchors at the required locations per the details shown below. Anchors should be installed per the manufacturer's instructions. In Zone I, install single head ground anchors at all "frame -tie -only" locations when using the single strap method. Install double head ground anchors at all 'frame - tie -only" locations when using the double strap method. In Zone II, install double head ground anchors at all vertical tie locations. 3. The first and last frame ties must be installed within 2'-0' of the ends of the home. 4. In Zone II, endwall tie -downs are required at each (- beam. Run anchor straps from a double head anchor through angled slot cut in I-beam web, then, return to double head anchor. Connect frame ties to the frame I-beam at all ground anchor locations (double and single head) on both sides 28 of the home. In Zone II, connect both the vertical tie - down straps and the diagonal frame straps to double ,head anchors. Straps should not be tight at this point.Construct the tie -down system with adjustable devices in order that the strap tension may be periodi- cally adjusted to compensate for heaving and settling 6. With one man on each side of the home, start at the front and tighten straps on both sides at the same time. The home could be pulled off its piers if all straps are tightened on one side at a time. SINGLE WIDE CHART STRAP METHOD ANCHOR WIDTH OF HOME (FT.) . MIN. ULT. 14' 1 18' 1 18 20 1 14' 1 16- 1 18' 1 2a LOAD MAXIMUM ANCHOR SPACING (FT.) CAPACITY ZONE I ZONE 11 SINGLE 4725 LBS. r 11. 1 14 u• G. 24' 1 28 32 1 24' 1 28' 1 32' STRAP DOUBLE 9450 LBS- 20 n-1 2a' 2t' MAI MA INA INA sing!: strap SINGLE WIDE 7-0 r_p' VAX, INTERNEOtAT( SPACING PER CHARI VAX. _WRAP rRAIIE Ii)EAV AROUND a 1-8EAM o ---- -- INNER - -------- - ------ � ANCHOR-_�-' SIDEWALL ENOWAtI ANCHORS TOP NEW OF HOME (ZONE 1 MY) DOUBLE WIDE CHART NA - NOT APPLICABLE (Us* .Ingle strep specing). 2'-0' DOUBLE WIDE 21-0 W. INTERVEDIATE SPACING PER CHARI UU. TRA DECIGN R vI!W R ie- of IL.. _ irr � ---1 'c_oc=:_ .-<��<'- r�-Cc�:. 'ion' ♦ 8 daly sic::c:..•!s x 2t�94-----------♦ o DATING LINE o Z ----p-----••vo-�c9r-�.�oy - -Y - -- This t l::c ea:'u:ice rt 1 i. MU '6: A- s ata , t o ro CGUIR a federal Unp t a -CopY- rig 1 (-8(µI ANCHOR SOEMuLL EHOWALL AND40RS �^ lop KW Or HOLE (ZONE 1 011) ANCHOR WIDTH OF HOME (Fr.) MIN. ULT. 24' 1 28 32 1 24' 1 28' 1 32' STRAP LOAD MAXIMUM ANCHOR SPACING (FT.) METHOD CAPACITY ZONE 1 ZONE II SINGLE 4725 LBS. 11' 11' 11' 4' 8' • 8' 8' 1 DOUBLE 9450 LBS. 27 2Z 22 NA I NA I NA NA - NOT APPLICABLE (Us* .Ingle strep specing). 2'-0' DOUBLE WIDE 21-0 W. INTERVEDIATE SPACING PER CHARI UU. TRA DECIGN R vI!W R ie- of IL.. _ irr � ---1 'c_oc=:_ .-<��<'- r�-Cc�:. 'ion' ♦ 8 daly sic::c:..•!s x 2t�94-----------♦ o DATING LINE o Z ----p-----••vo-�c9r-�.�oy - -Y - -- This t l::c ea:'u:ice rt 1 i. MU '6: A- s ata , t o ro CGUIR a federal Unp t a -CopY- rig 1 (-8(µI ANCHOR SOEMuLL EHOWALL AND40RS �^ lop KW Or HOLE (ZONE 1 011) TRIPLE WIDE W/POD CHART NA - NOT APPLICABLE (Use single strap spacing). TRIPLE WIDE W/POD r.:. .... ►....... •-•-----•........ ........ --------- ------- i i WX X nLu .._...... 1. - _.____� __..• Lgl _L.........WAX UM •----------••----- `� Evp.Ql �KWRS POD i .>•CWR� SCIC'aQl Ip7 qw or Kul TRA OCSIGN R"-VIEV/ - .. 731 A,,Ih, ANCHOR WIDTH OF HOME (FT.) MIN. ULT. 47 1 • 47 STRAP LOAD MAXIMUM ANCHOR SPACING (FT.) METHOD CAPACITY ZONE I ZONE It SINGLE 4725 LBS. 11' 6' - 8 DOUBLE 4450 LBS. 22' NA NA - NOT APPLICABLE (Use single strap spacing). TRIPLE WIDE W/POD r.:. .... ►....... •-•-----•........ ........ --------- ------- i i WX X nLu .._...... 1. - _.____� __..• Lgl _L.........WAX UM •----------••----- `� Evp.Ql �KWRS POD i .>•CWR� SCIC'aQl Ip7 qw or Kul TRA OCSIGN R"-VIEV/ - .. 731 A,,Ih, FULL TRIPLE WIDE niE.uEDuIE SPACING PER CWi 1'-0 2,-(r a- )m ----- 4 -------- • --------4---------a ------s +L-- ----------------------------------------- UArwC LINE ----------------------------------------- ------ - UAIK UNE - -- --------------------------�-�- 1TRA➢ FRAI(E I - • /wADM J OULER Sm"11 ENDWA L ANDIORS (toNE 100 rCp vlEw OF HOVE 4-0 ^i r. .9s`+><.i'rv..r_.S..�r�^�ilY?_1k9 c4;r �'^C�..fi'.���'S''!'ii'•r`� ._��'�24,'OL.IiaE:i':v°`�`.� .,�'."'=�; FRAME TIE -0o UETV400S Strap Burhle - .AUMn. IA.n SuCAN or Ewr By Om.n 1 1 � Ar J.w Strao i Sngb t•ead Grarnd AncrW SiatN.:mp Oev.ce StaDllrir� Device S;.:GLE STRAP METHOD (Wird Zone 1 only) FRAME TIE4)OWN METHODS nt Idesm - Anchor Strap j" OouCle Heed / Ground AndWr DOUBLE STRAP METHOD (Wid Zana 1 only) FRAME TIE -DOWN METHODS Strap Buckle • �- Venice) Strap Mille man Budde (Factory Aaachad or EQ A By Dawn to Wad) ""rest 1•o.am f - Anchor Strap Grand AncrW 29 �. or .'.0?rOv: .tn. _r�• ::i..: J' �.. r :lrOn fro, the fc-., -. •,•.:,.:.:,I:::::id Hc. -,e Construct. S Satcly St.lnd„•.^.s- Is/IAA 17 2000 1 FULL TRIPLE WIDE CHARTOT (-0?r ANCHOR ^rope fy c TN,l -s f tt_ Inc. is MIN. ULT. r. . Cop STRAP LOAD MAXIML&WANCHOR SPACING (FT.) METHOD CAPACITY ZONE ZONE It SINGLE 4725 LBS. IV 6'-8' DOUBLE 9150 LBS. 22' NA NA - NOT APPLICABLE (Use single strap spacing). FULL TRIPLE WIDE niE.uEDuIE SPACING PER CWi 1'-0 2,-(r a- )m ----- 4 -------- • --------4---------a ------s +L-- ----------------------------------------- UArwC LINE ----------------------------------------- ------ - UAIK UNE - -- --------------------------�-�- 1TRA➢ FRAI(E I - • /wADM J OULER Sm"11 ENDWA L ANDIORS (toNE 100 rCp vlEw OF HOVE 4-0 ^i r. .9s`+><.i'rv..r_.S..�r�^�ilY?_1k9 c4;r �'^C�..fi'.���'S''!'ii'•r`� ._��'�24,'OL.IiaE:i':v°`�`.� .,�'."'=�; FRAME TIE -0o UETV400S Strap Burhle - .AUMn. IA.n SuCAN or Ewr By Om.n 1 1 � Ar J.w Strao i Sngb t•ead Grarnd AncrW SiatN.:mp Oev.ce StaDllrir� Device S;.:GLE STRAP METHOD (Wird Zone 1 only) FRAME TIE4)OWN METHODS nt Idesm - Anchor Strap j" OouCle Heed / Ground AndWr DOUBLE STRAP METHOD (Wid Zana 1 only) FRAME TIE -DOWN METHODS Strap Buckle • �- Venice) Strap Mille man Budde (Factory Aaachad or EQ A By Dawn to Wad) ""rest 1•o.am f - Anchor Strap Grand AncrW 29 �. TIE -DOWNS (Continued) GROUND ANCHOR / FRAME TIE STRAPPING REOUIREMENTS Anchoring equipment should be certified by a registered professional engineer or architect to resist e applicable forces in accordance with testing pro- ..edures In ASTM Standard Specification D3953.91, Standard Specifications for strapping, flat steel and seals. Anchor straps should be Type 1. Finish B. Grade 1 steel strapping, 1 1/4' wide and .035 inches in thickness. Anchoring equipment exposed to weathering shall have a resistance to weather deteriorization at least equivalent to that provided by a coating of zinc on steel of not less than .03 ounces per square foot of surface coated. U]E RAQlVS CU PS CJ 6-+ SIU.AP El)CC'S SINGLE HEAD GROUND ANCHOR WITH STABUZER PLATE_ (Required in Wind Zone 1) 0 Single Head Stabilizing RRf1�.,.� TRA DESIGN REvIEw PPi4%f these �t�ns dors rat n,dh, Or a::P•ov: any C''.S:;O.n Or �e"At;o the Feder,:! l.:-, r._i�_ts;rrd Home dont t3 5a hely �1»fiJrdi, MAR 17 2000 DO NOT .0.'y This cag•: rs I::- aA!it,:: c orooe Single Head Minute Man Anchp a(!r,.o %b:en�uSllshcd Minimum Ultimate Load CapaciVr.4,725 ibs. DOUBLE HEAD GROUND ANCHOR WITH STABLIZER PLATE (Optional in Wind Zone I Required in Wind Zone II) Double Head Stabilizing Device Double Head Minute Man Anchor or Equal - by Others Minimum Ultimate Load Capacity - 9.450 tbs. with Double Strap Method 4,725 lbs. with Single Strap WNertcal Tie Method Because of local sheltered cortditions authorities may permit installation of the home without tiedowns. However, tire_ ":Wns as described -e.(,? ;(l i,: mir:ei0111 rl.ec"sSc home is to withstand its design wind load without dislocation. On multi section homes, sections must be fastened together and level before tiedown straps are installed. WARNING BEFORE INSTALLING A SUPPORT SYSTEM WITHOUT ize TIEDOWNS, BE SURE THAT SUCH A METHOD IS ADE- VCt ORUATE FOR THE AREA AND IS PERMITTED BY THE APPLICABLE LOCAL JURISDICTION. BEFORE GROUND ANCHOR INSTALLATION, DETER- MINE THAT THE ANCHOR LOCATIONS AROUND THE HOME WILL NOT BE CLOSE TO ANY UNDERGROUND -�NLECTRICAL CABLES, WATER LINES OR SEWER PIP- G. FAILURE TO DETERMINE THE LOCATION OF PUNDERGROUND ELECTRICAL CABLES MAY RESULT IN SERIOUS PERSONAL INJURY AND EVEN DEATH. INSTALLATION INSTRUCTIONS Check entire home for following: a. Passage Doors: Should close easily ' with proper alignment. b. Cabinet Doors: Proper alignment. c. Drawers: Open/Close easily. d. Wardrobe Doors: Proper alignment and square. e. Exterior Doors: Because of the leveling involved in setting a new manufactured home, it is extremely important to check the operation of the exterior doors after the home has been blocked and leveled. For proper door operation, the threshold should be level and square with the door jambs. If a door does not operate property, but the threshold is found to be level, the door frame itself n - ---J some adjustment. ti ��..m OOude HeN in,eao s:,eo � e•an.o Anm ,.p�nn •N •cN n , / to G°:oro a,cno. �nC'.Cv $IreO srao'"no Oc�ce ENOWALL TIE -DOWN fat (wind zone It onty) Because of local sheltered cortditions authorities may permit installation of the home without tiedowns. However, tire_ ":Wns as described -e.(,? ;(l i,: mir:ei0111 rl.ec"sSc home is to withstand its design wind load without dislocation. On multi section homes, sections must be fastened together and level before tiedown straps are installed. WARNING BEFORE INSTALLING A SUPPORT SYSTEM WITHOUT ize TIEDOWNS, BE SURE THAT SUCH A METHOD IS ADE- VCt ORUATE FOR THE AREA AND IS PERMITTED BY THE APPLICABLE LOCAL JURISDICTION. BEFORE GROUND ANCHOR INSTALLATION, DETER- MINE THAT THE ANCHOR LOCATIONS AROUND THE HOME WILL NOT BE CLOSE TO ANY UNDERGROUND -�NLECTRICAL CABLES, WATER LINES OR SEWER PIP- G. FAILURE TO DETERMINE THE LOCATION OF PUNDERGROUND ELECTRICAL CABLES MAY RESULT IN SERIOUS PERSONAL INJURY AND EVEN DEATH. INSTALLATION INSTRUCTIONS Check entire home for following: a. Passage Doors: Should close easily ' with proper alignment. b. Cabinet Doors: Proper alignment. c. Drawers: Open/Close easily. d. Wardrobe Doors: Proper alignment and square. e. Exterior Doors: Because of the leveling involved in setting a new manufactured home, it is extremely important to check the operation of the exterior doors after the home has been blocked and leveled. For proper door operation, the threshold should be level and square with the door jambs. If a door does not operate property, but the threshold is found to be level, the door frame itself n - ---J some adjustment. ti Once the doors are found to operate properly, they should continue to do so as long as the home remains level. Releveling is the most common fix for faulty door operation, so if binding occurs after the original 'set, be sure to check the level of the threshold to determine how much releveling may be necessary. Remember that proper leveling is a function of dealer set up and thereafter a function of homeowner main- tenance, therefore any releveling performed by fac- tory service representatives must be done at the expense of the homeowner since this service is not covered by the manufacturers warranty. I. Windows: Should Open/Close easily. NOTE: To Insure proper operation of doors and windows, some minor shimming may be required that may result in home not being perfectly level. Floc. A•H.11 ' E•H.It 16um 3/8' x 6' Lag Scrv. 4'-0' Alternating From Side to Side FLOOR CONNECTION (MULTI-WIOES) HOT/COLO WATERLINES IN FLOOR CAVITIES RIM JOISTS (LOCATIONS ARE TAGGED ON RIM JOIST) r- MARRIAGE UNE _ FLOOR JOISTS 11 HOTICOLD WATERLINES (PULLED DOWN) WATER CONNECTORS (SHIPPED LOOSE) /- INSULATION /BOTTOM BOARD WATERLINE CROSSOVER Le 0..<t Cal.. 10" or Ir Insulated eve Oosso.er Duct c.e..nd I a A 60L L Aimber Support Under Duct HEAT DUCT CROSSOVER ' (UNDER FLOOR METHOD) Electrical Crossover Electrical crossover connections are located on the underside of the floor at the rear of the home. 1. Remove the access covers from both sections of the home. 2. The cables located in each access bay have quick connectors attached to each end. Larger wires without end connectors are to be connected in the junction box located in one of the two access bays. Mating cables are marked to show proper wire connections. 3. If electric service has been run to the home, check to see that the main breaker in the distribution panel is turned off. 4. Remove the cover from the junction box, if provided. 5. Route the coiled up cables from one unit through the holes predrilled in the floors. 6. Connect the quick connectors of matching marked cables together. 7. Install Romex connectors where the cables enter a junction box, if provided. 8. Connect the coded wires with the connectors provided in the junction box. 9. Replace junction box cover. 10. Secure cables within 8' of the junction box or quick connectors. 11. Replace any insulation that was removed to make the connections. 12. Replace access covers on both sections of the home. JUNCTION BOX Typice1240 Vott Connection For 30 AMP Or larger Circuit FLOOR JOIST ---N II 1 11 r WIRE W/CONNECTORS QSB PANEL J BOTTOM BOARD TRA OE51r,N REVIEW O ,ct Rev;e of th••se ZIAns eo-s not authorize CO"411h ar_,o.•- if 041 I.tOn or deviation Iron SURE CONNECTORS TOGETHER a t crzt ,SIJ. V d<tueed Home Construction UNM TO LATCHES LOCK ONTABS. 8 SatetV Slancards -S.P0110d of MAR 17 2000 00 1'.'01 Copy y Typical 120 Volt Corrroction This :e -c ,s t%c cad-Js.va property of T. - A -':d z a T ' 3 }oeled by a FeeerasI:<.:"'d$Ml Unp AAL.C..R.—O_SSO_V..E_.A a- 2h. . . .. 3z 1c- t� �/z 1�F -� val t ri r,�oM `Z +. •. �r.K;tip r�tiyktific�3ux �• ..t ?:as._r� 32 i j o — 9 > =N= � <v f _ x m o i N x a a8g_ R m p— _= ¢ N 3 0 ... < t:2 IS 3z 1c- t� �/z 1�F -� val t ri r,�oM `Z +. •. �r.K;tip r�tiyktific�3ux �• ..t ?:as._r� 32 i j o — 9 > I >;- _ x a a8g_ < _ O `v .z 9 kDj m C / O I C7 Z r � z w O J in m CD ¢ ,! r J Z O r w Z ¢J¢ O C-) Cn U d Z w O U Z � G C CL w Cn CO Z W w v [L O Q W • N— Co O Z Z — O 1— C� w Q O O Z Q Q CC -J W W Wrcl- F- J O F— Q ,_,_i O LU Co S co >< Lu C/3 CIO ♦— M � O C/) W S N a = L O m Q C~� O U w m O — O c , S O Q v C/J Cr J N : m O m m w Q w C-13:�Em Q= W O C'J' J O w O Q 1— O —L O I-- a.a Li. J JCL_ LIJ ►- Q Cn Z �> Cl - CD CD C/� v � Z J Q a Q co OC~n> c� .aaZW W U L O Q c n 4c. o C C .v O -= 7 Zvi�- _ -a ~ O 7 4 z cL O = •d r- 3 Q O w C.' Z O / X W Qr, L -Li L.i F- 1, 33 Of W CD Qf w O CD U Of CL O :::E 2 O CD CL' � N cn w n X U O � Z 3 cn O O J ¢ O O r J n- CID N C' cn Z W J UL—i w U Z WOf Q Cn W W S 0 - CD o w O Z ..- ,. ., 17r -T I I-7 B UNITS S DOUBLE WIDE. APPI-Y INSU! AT!ON .AROUND PERIMETER. ROOF CONNECTION PER DIAGRAM 1. - :CT THE B AND C UNITS SE DIAGRAMS. WALL CONNECTION PER DIAGRAM 2. INTERIOR WALL PER DIAGRAM 3. TIA DESIGN REV!EW R1,4—of f,,ie rf.]ns eo,s n01 a,.rhw;ze Or 4'1Y 01,sfion or --e•iaf,on from fill Ft :e: sl A',_nu: uiacfed Home COnslruct-on e Sa!ee f SllndafOf FLOOR CONNECTION MAR 17 2000 PER DIAGRAM 4. 00 NOT COPY This cage is fie e6C!uf,,t :.early of T. R. A -,,old 8 Asso;,afcs, I,.c. $ is Profecfed by a Federal UnPubl,fhed COPY - TRIPLE WIDE SET-UP DETAIL - 'T 'tib• J A ©-UNIT MARRIAGE WALL APPLY INSULATION AROUND MARRIAGE WALL OPENING. THE TRUSSES ARE TOE NAILED W/18 OR 110 X 4' WOOD SCREWS 8' O.C. GALV. STRIP SIGN REVIE, Review oTRA f thele glV ans does 1 no or APProve Any omission ' Y or d. the FederAl M,nulacluted Hom ^ G Salc;y Standards UJ SHINGLED WENDS ON MARRIAGE 0) ;' MAR 1 7 20 This DO NOT COPY Page n I1.c aRclu :..• T. R. �? A•no:d A A -sic :tee, 1 pfolcu�d by a F.•d"al Un;)ubl. right, THE TRUSSES ARE TOE NAILED W/18 OR 110 X 4' WOOD SCREWS 8' O.C. GALV. STRIP TOE NAIL WITH 3/8' X 6' LAGS 24' O.C. AROUND PERIMETER OF MARRL4GE WALL OPENINGS THEN FINISH WITH PANEL OR DRYWALL. TYPICAL WALL OPENING 's "-C-UNIT MARRIAGE WALL py- APPLY INSULATION P.EFWEEN FLOORS OR SILL SEAL WHERC ',EOUIRED. SECURE THE 8 AND C -UNITS —� TOGETHER WITH 3/8' X 6' LAGS TOED 4'4' O.C. ALTERNATING SIDE TO SIDE. DIAGRAM 3 DIAGRAM 4 THE PLYWOOD PERIMETER EDGE OF THE B AND C -UNIT DORMERS ARE NOT STAPLED AT THE PLANT. THIS ALLOWS FOR SHIMMING ON SITE AND THEN FASTENED. HOOK, UP UTILITIES UNDERNEATH FLOOR TOE NAIL W/08 OR 810 X a' WOOD SCREWS 8' O.C. DRAW THE SCREWS DOWN ' INTO SIDING SO THE HEADS ARE FLUSH. THEN COVER WITH TRIM. DIAGRAM 11 DIAGRAM 2 SHOWN � THE D. 4 ROOF COVERACE: ' Y IN PLANT: 8—UNIT DORMER IS COVERED MATH FELT. C—UNIT IS •{� SHINGLED WENDS ON MARRIAGE LINE LEFT LOOSE. ON SITE SET—UP; AFTER INSTALLING CALV. STRIP. COVER W/PLYDRY. FELI �? AND SHINGLES ON D -UNIT (WOVI:N INTO C -UNIT. TOE NAIL WITH 3/8' X 6' LAGS 24' O.C. AROUND PERIMETER OF MARRL4GE WALL OPENINGS THEN FINISH WITH PANEL OR DRYWALL. TYPICAL WALL OPENING 's "-C-UNIT MARRIAGE WALL py- APPLY INSULATION P.EFWEEN FLOORS OR SILL SEAL WHERC ',EOUIRED. SECURE THE 8 AND C -UNITS —� TOGETHER WITH 3/8' X 6' LAGS TOED 4'4' O.C. ALTERNATING SIDE TO SIDE. DIAGRAM 3 DIAGRAM 4 THE PLYWOOD PERIMETER EDGE OF THE B AND C -UNIT DORMERS ARE NOT STAPLED AT THE PLANT. THIS ALLOWS FOR SHIMMING ON SITE AND THEN FASTENED. HOOK, UP UTILITIES UNDERNEATH FLOOR TOE NAIL W/08 OR 810 X a' WOOD SCREWS 8' O.C. DRAW THE SCREWS DOWN ' INTO SIDING SO THE HEADS ARE FLUSH. THEN COVER WITH TRIM. DIAGRAM 11 DIAGRAM 2 SHOWN � THE D. 4 ft� TYPICAL TRIPLE WIDE HEAT b LjCT CROSSOVER CONNECTIONS TRA DISIGN R!VICW Review 01 11" le :Ij,n% ?!C- n3l Of appruve Any cm,;v.:on o, !o-atjon Irom the Ijoinu C000-.1tuct.on & Silely ',ljndj,d,. MAR 17 2000 c ,�oT :Gvy This rA--pu Jfoporly of T. R A . ..... J K A . i-.-. In:. A is 1,, , 1,d ,I U.,-,,bl„h,cl Copy- f.vI 1. 0 THE ROOF SHEATHING IS LEFT LOOSE AT THP PI ANT r)N uAPPIArP I ifjr'(z nNI (-,[T;7 FULL TRIPLE WIDE (ROOF SHEATHING AT JOINTS ROOF SHEATHING PANELS NEAR THE MATING LINE HAVE BEEN TACKED IN PLACE ONLY AT THE FACTORY. TRA OESIGN REVIEW Ravie— of these plans does nc! or approve any omission or eevi::.::j 1-x -s the Federal M3nu!aclure: Home Ccasiru:-on & Safely Standards, AAR 17 2000 )0 NcT COPY ,& ;Sd INAs:,c-_,1c-, ;s y a Federal Unpubl;shed Copy ON SITE SET-UP: AFTER ALL THREE UNITS ARE SET, SHIM ROOF SHEATHING FLUSH AT MARRIAGE LINES. SECURE LOOSE SHEATHING USING 7A6' X 1V2' x 16 GA. STAPLES 4' O.C. PERIMETER & 8' O.C. INTERMEDIATE. PLACE PLY -DRY OVER MARRIAGE LINE AND FINISH INSTALLING THE SHINGLES. 37 UTIUTY SYSTEMS WATER SYSTEM The water system is connected to any potable water supply through a )/a" male pipe inlet located underneath the home. 2. A main shut-off valve is not supplied, but must be installed on the system to conform to Federal Construction and Safety Standards. Wetar Heeter OTer Flow Oust Cap Polybutyto". Copper Flog Or Oa1.aniteC Pipe SeMce Connection (NOU Supplied By Manufacturer NOTE THE MAIN SHUT OFF VALVE IS NOT SUPPUEO BY THE MANUFAC. TURER, BUT MUST SE INSTALLED, ON t t THE SYSTEM TO COMPLY WITH THE t 1 FEOERAL CONSTRUCTION A SAFETY 1 I STANOAROS. 3. All exposed water supply lines subject to freezing should be protected by insulation and electric heat tapes. A receptacle is located within 24" of the water inlet for plug- ging in the heat tape. Heat tape must be listed for mobile home use. 4. The water distribution system has been designed for use with an inlet water pressure of 80 PSI. When the home is installed in areas where water pressure exceeds this pressure, a pressure reducing valve must be installed. This valve must be either a full port gate or full port ball valve with threaded or soldered joints. S. A visual inspection should be made of all accessible pipe connections as soon as water is turned on to assure there are no leaks. 6. See Homeowner's Manual for procedures when leaving your home for some time—vacation and/or during winter months. TRA DESIGN REVIEW Re,,;t— of th:-e DI, ns ea^s nat authorize Cr aaoroe Zop ; ,, s •oma Cr deviation from 1..e Federal An:�,:aav:d Name Construclion E Safety Star•.da.d1 MAR 17 2000 00 NOT COPY This Page is the eaclu:ive properly of T. R. Arro!d 6 A;wlales. Inc. S is protected by a fede.N UapubTishad Copy^ 3 right, it DRAINAGE SYSTEM The drainage connection is made at the 3" main drain out. let. Care should be exercised to slope properly and support the drain line from the home to the site sewage system. ('/." per foot fall and 4 foot minimum support strap intervals). Connect the drainage piping system to the siie inlet and test by allowing water to flow into all fixtures including the clothes washer standpipe. Check for any evidence of leakage under fixtures such as sinks and lavatories and under the home for trap leakage at tubs and stools. THE DIAGRAMS 6ELOW KILL ASSIST YOU IN COMPLETIVE _-_ HOOK-UP OF THE DRAIN, WASTE AND VENT (OWV) SYSTEu C; THIS HOME. N = 1 112-. 2" OR }' (AS RECUIRED PER HOME). )' uuN STOOL pRW ,1 -RS -J SHIPPINC, CAP (AS NEEDED) SANITARY TEE��j3� )' 10 SEWER�f�1 I FIELD INSTALLED. SLOPE . 1/4' PER FT (PARTS SUPPUEO Or uANUFACIURER) BLOC( AS REOUIREO NOTE: ORAIN LINES NEED TO BE SUPPORTED A MAXIMUM OF 4'4' O.C. FLO( RIM (•) SCCONO OROPV ' ,`������L/J�yWPING CAP (.) PIPE •) Li EL9Ci. PE W1iH P -TRAP AREA OF FRAME. Is PAINTED FRAME (OR [Di4:' SECURED TO FLOOR JOISTS 'A1'- (6) 41- SCREWS. INSULATION EATI. NUM9ER CT _:TTS PER EACH HOMES FLOOR R -'•=:.E SEI PAINTED PANEL (OR SECURED TO FRAMING "-A '*0 T SCREWS. .. ••. ::.. '•^, Iti3^.�iFilYf 'Lr.v`'•; .N,,T ti .•_ 3.F ' ;c �i+�ty �1.1n'•,+"@�S •44 j}., a'l�di.'w'„�i,v4t' 8 r2v*Si .. }" �'��ly •, 1 x�j'y.��r iyA,,!.��•r 'ran'S q�"�/��`W�Y ,+i y S T ,S1 +a,S_��"�i'/+�G?�T=��'. _!�...9•d'•7;!G"iiti�.''11��.�',�`a�:�a1' �,F@S',:��.�s��i'11'�`-�'�a7d�`:9"1+S�3ez+.i�il.S��iA�aa•,�y�.,e,.'.�r'->t>,c.s.,..:� ij.�i y; GAS PIPING SYSTEM CAUTION The gas piping in system in your home has been designed for a pressure not to exceed 14" of water column (8 oz. or '/2 PSI). If gas from supply source exceeds, or may exceed this pressure, a pressure reducing valve must be installed. For safe and efficient operation of gas appliances, the design pressure limitations should not be exceeded. For natural gas systems, the gas pressure should not exceed 10 '/2" water column and should not be less than 7" water column. For LPG systems, the pressure should not exceed 14" water column. Special orifices and regulators are required when liquid petroleum gas (LFG), is used. See instructions with each gas burning appliance for modification instructions. 2 After the home h2� heen completely set, and any cross- over connections i.Idde in a multi -width home if required, remove the gas inlet cap and connect the gas connector to the home, then to the site service. All gas connec- tions should be made only by an experienced installer. Check that all appliance shut-off valves are open 'and that all appliance burner valves are closed. Pressurize the gas piping system by opening the main gas shutoff valve. Check all appliance connections and the gas inlet connection for leaks with soapy water or bubble solution. II I -BEAM rSHUT-OFF VALVE I -BEAM %L: -'X ?I?E (INSTALLED Cf.,.',,ET SIDE) PLASTIC DUST CAP NIPPLE k C_? (REMO�£D ON SITE) GAS LINE CROSSOVER NOTE: G.. . LInSupportW Within d of O.s InNI —Side �6• Su. G.. S -1c. Max. t 1 \ �BI.C. Iron G.. Pip. 1.. Support S1,.P In14t Cap CAUTION THE GAS APPLIANCES W THIS HOME ARE EOUIPPEO FOR NATURAL GAS IF THE GAS SUPPLY is LIOUIFIEO PETROLEUM GAS (LPG). R IS NECESSARY -THAT THE APPUANCES BE CONVERTED TO LPG IN ACCORDANCE WrTH INSTRUCTIONS PROVIDED BY THE MANUFAC• TURER OF EACH APPLIANCE r l Visually check gas appliance vents to insure they have not been dislodged in transit and are securely connected to the appliance. ELECTRICAL SYSTEMS 1. All electrical work connections and testing must be per- formed only by a qualified electrical service man using approved electrical equipment.. 2. "Prior to connection to a power source• uncoil the No. 8 copper wire provided at the rear outrigger or front cross - member on one half of the home and run it over and through the grounding clamp on the other half of the home. Tighten grounding clamp screws to insure bonding of the two chassis." 3. Prior to connection to a power source, the following tests should be conducted. a. Continuity test: With all branch circuit breakers in open position and switches controlling individual out- lets in the open position, test there is no evidence of connection between any of the supply conductors, including neutral, and the grounding circuit In addi- tion, 1 a::•non-cu.-:snt carrying meta! carts cf ":e elec- trical system including !ixtures, appliances and chas- sis of the home should be tested for continuity with the grounding circuit. 4. After the power source is connected to home, the follow- ing tests should be conducted: a. Polarity: Plug a Weatherhead, or equal, polarity tester, plug into each 110 volt receptacle to test for correct polarity, open grounds and shorts. b. Install light bulbs and fluorescent tubes where not already installed. Make sure each light fixture is opera- ble by .turning appropriate switch to "on' posr6on. 5. Assure that ground fault circuit interrupting breakersare working properly on kitchen, bathroom, and, exterior recepts by pushing test butto=Io(* �!orkfWWl;ades or circuit breakers. Reset r �j �."` °''"t l° f � autho nY 0?1f:6n °r ef.' the Ceral MAnu!ime ctured HoCOM UZ A-.t�A..�:.__._ . �+n" .on h/lAR 17 2000 Cmp With N \` With No.. a dla Gppp.r NOTES: I GAOUNOING CLAMPS MAY SE INSTALLED AT CEO" FRONT CROSS MEMBER OR REAR OUTRIGGERS. 2 GROUNDING CLAMPS AND NO. E WIRE ARE Pofr.O•. P/ Ho t! PROVIDED SY MANUFACTURER. TME DEALER'S CQ9PV W.r. WA.. OUALIFIEO ELECTRICIAN IS RESPONSIBLE ^•rte FOR HOOKUP BETWEEN MULTI -SECTIONS AND RUNNING A CONTINUTY TEST ON THE HOME. GROUNDING DETAIL POWER SUPPLY The power supply to the home service entrance box is installed through the feeder raceway from outside the home to the distribution panel. As most homes are designed for a minimum of 100 ampere service, service supply cords (pig- tails) shall not be used. Feeder cables and junction box are to be field installed with materials by others. The size of the feeder cables and junction box can be detemi neIl by the table on the next page. K 39 r< ,r {�'ti.:s.: �'i j`r, .'i.;�� I;^,�����ipt.{ t-�'I<� i. . ?• ''F.�4 T"Y� '�'�'ry sW' w'� .. �rl� F}? t � 1';T i�s.��!tv'^V'i.-�',+itf.��: . y}'_-.• • - .� a* — }. a� l= t ^4.M+`�M.t'.rJ. 'S x.is; '� F:,x7ri''t•73.Z'« E•+•t.tl`"Ii,£=�^_�".'t�t+'?ri'�. 'krs .� �..'- �4 S'�.c.�'?k:S%;! A Typical Underground Service E.M.T. Connector Typical Overhead Service Masthead 1 Roof Flashing 4— E.M.T. Conduit Junction Box (If Required) L tj �1 r=1U 10" x 10" x 4" (100 AMP) L—� 10" x 12" x 4" (150 AMP) 10" x 16" x 4" (200 AMP) E o STABLE A: ELECTRICAL FEEDER AND EQUIPMENT SIZES O .. O ELECTRICAL FEEDER AND EQUIPMENT SIZES Feeder Sizes Based on ,. r� O Use of 75 Degree 'C" Insulated Maximum n =_ Neutral Required Conduit - - Feeder Junction Black - "Power' Green Size Size Am Load Am Box Size Inches Red - "Power" or Bare (Inside White - " Neutral" Ground Ola. 50 50 NA #8 THW Cu #8 Cu 1" 100_ 100 10x10x4 #4 THW Cu #8 Cu 11/4" 150 115 10x12x4 #1 THW Cu #6 Cu 1 1/2" 200 130 10x16x4 #2/0 THW (Cu) E#4 (Cu) 2" ELECTRICAL FEEDER AND EQUIPMENT SIZES Feeder Sizes Based on ,. Use of 75 Degree 'C" Insulated Maximum Minimum Copper Conductors Neutral Required Conduit Feeder Feeder Junction Black - "Power' Green Size Size Am Load Am Box Size Inches Red - "Power" or Bare (Inside White - " Neutral" Ground Ola. 50 50 NA #8 THW Cu #8 Cu 1" 100_ 100 10x10x4 #4 THW Cu #8 Cu 11/4" 150 115 10x12x4 #1 THW Cu #6 Cu 1 1/2" 200 130 10x16x4 #2/0 THW (Cu) E#4 (Cu) 2" :onductor Sizes Are In Accordance With The 1993 National Electrical Code Table 310-16 Through 19 Note -3. .. t.,. . �.. -.f y,-'f'*.c 1�` ST•' q'•r j 40., s'.'"'��'�.ir-}-��•�F}S ^C''4^rYop.ta, t. q •R �. u.. ,� '� ..i iL � r�i_ w S ...J `Y�� ,Y. � �U VSs! '.�:�1 . l � I , Y M.+Iy �{V• f`r."Y s � ,4 •+ � - „�, •., ,cit:. � i•i�t�?? ;d{ _:.+..ii{1YF�72>s'���J. '��?,�`�'s^��:r"*.'s��4',r'F',�.54.�..�x�fi�*_1r?L�'Wni�Si?t#It'a�.�t`.N.._w�'''�x.�aSc��l�'.:n"7�r.d'3:.'z^.,;i'":!:':`�.'r �''. .,'2.�+ 1 APP?_+*) CR US7) rLIS—I 1 ;-•-ERE Q(iUWPEO 31 1( A A(A-CRPRGOr u(-7 7sCGwNECT uAr SIE 2c%,REO TO BOz SIZE 100 �u55 aaCaCC RC AOr AC_E e(..(EN T CN O•( Cn(C nGnS IS! 10 It 10 a k 125 Y � «Rf AND A «af +S•—,YS.) SS—,us.) 6 2 161' SiE; 150 1 •6 1 1 +.1 :J r+ 3',4(`rl,. SC -,, CE _N 700 2/0 i 2/0 I �csi 10 a 16 a 4 r'a •CI tCC+a�w + ;•2) Y.S 3.7n iF43Gn.(D Cc"GN l O l I j 31 Ca1,N0 k \EU n.L E^wG_C':'S SCPfKE I �= :w ALE (R 3ASC w t__. Fc "f I' ` Y C=.LwO PER 31.( it ALAN OISi:'nECT ,._ 01 li.•i, ^.I)^-J.f .'._ .:•.:�CrILe J: I I F \EL 250-81 , ��....'.^n .'r J!•1 14 � �^�'' I !,1a -:.'.I: II I,,:cj A. S..I Y _ .•:di: ''+ - lOnSIr V�I.JfI 1 1 I I I I� SZ I5/� E� 11 7 / 'r�I IAR 1 I C,�0V 11 J.'L I I i t 1' I . «aC STSrtu ,ILII 1/2 (10 OISTR:13000N P"ll.) TYPICAL DO !'Q?'C C6 OR LARGER COPPER t0 CRCLNOINC ."JOr rh,+ CLCCIROOC ICN Sit() PER NEC 250-63 .. Plolc 1 & is c rigSl, c_ by a re,',eral Un=uol;+hed Copy. LISTED SERVICE uCTER (INSTALLED ON 9TO- 01STRIBU11014 P"EL w/ 1NSUCATEO NEUTRAL ISOLATED (ROU CGROUNO III III P iCNCC (-I)--TOP Cr METER sN0uL0 BE ,. :0 6' A90+( SITE CR -DE IGUL UrL. COUPANY MAY HAVE SPCGnC R(Ou,R(u(Nrs (•2) --SERVICE MAY BC ROUTED MRO rAC1CRY INSTAU(D MASt YCATI+(R- �EAO. UNO(RCR^UNO CONOLRT OR BY OIN(R APPRO+LO SITE MEANS (•3) --SERVICE - DROP CONDUCTOR CLCARANC(S, AND ATTACNuENI 94ALL BE PER NEC 230-24 AND 230-26 c:::_-:_7 DISTRIBUTION PAN(L // INSULATED NCUIRAL ISOLATED rROu (ii^UNO J LISTED SERVICE METER (wsIALLEO ON SIIE)- APPROVED CC,:L4T CLAUPS S:C *STALLED SITE INSIALL(0 \� k;++<( Ga0uN0 SERVICE CRCUNO LT INSTALLCO CCLwONG SIE L\STALLEO COUNCerC ELECTRODE •/LIST 0 CLAMP I -BEAU EL(E IR D( w/u5TE0 CLAuv Sr Au PER NEC 750-E1 k 2+_O.ng PER NEC 250-63 k 750.n5 - n CRAG( ASSIS rRcuNO 'MR( C-RADC — — CCNOtaT PER NEC _ CGNOUI T PER NEC RECESSED SURFACE MOUNT RH—RHH—RHW—THW—THWN—THHN—XHHW OPTIONAL OPTIONAL COPPER CONDUCTOR SIZE AWG SERVICE AMPS TARE 511a "EDER ROUNOIN(UrRALI CONOUII SIZE BOz SIZE 100 a .6 k IS! 10 It 10 a k 125 2 6 2 161' 10 a 12 a k 150 1 •6 1 1 2* 10 ■ 16 a k 700 2/0 i 2/0 2' 10 a 16 a 4 UNDERGRQQNQ EN TRAM ENTRANCE BELO�'�� ROOF tINF rnr I. C.,Ir CC,. -.5 \j/ asmevna+ Ds,-mw"PANEL PANEL 11,17st BASC1 P, INSTALLING METER ON� OUTSIDE OF HOME` CROUNOWC T I �-1 ELECTRODE ti f l �� • P 41 ����, • l�r"f "': �• `�, .f-. •A,� }'j,Tr .=4i.�• y s- a r' i M t e �)t _ ? T o t �.l,cr.: , + ����e��.j"A�k�x�.����±'a'S��As 41��1�.�"R..is".".�Fi._�.`'•A��e�l?_..�..s'3.-TY r'�i3Ct! CRMIONC --/ ELECTRODE r> t:ti. ,2 c tis �+.t;= aw .:i: •>_T'(h:`w':: i2 fiy^;'r, �_,aa��'s`�..A...'1Pyt�:`�" MISCELLANEOUS OPTIONS- YPICAL FIREPLACES 1. It your home is equipped with a built-in fireplace, it will be necessary to complete the installation of the round top assembly, rain cap.. spark arrestor and triple wall pipe. 2. Install the storm collars over the roof flashing. The storm collar must rest on top of the flashing spacers. Install the tabs through the slot on the opposite end of the storm col- lar and push storm collar down over the chimney so that it rests on the roof flashing spacers. Pull the tab to tighten the storm collar against the chimney pipe. Seal top edge of stcnr, collar .:ith non-combustible u:ater--?f sealant. 3. Install remaining section of triple wall pipe and contempo- rary cap. NOTE: The top of the contemporary cap assembly should extend at least 3 feet minimum above the point where the chimney exits the roof, and at least 2 feet above the highest point within 10 feet of the chimney. 4. Follow the manufacturer's instructions provided with your fireplace to install roof pipe connections along with general hints and maintenance to care for your firepiace. 12A M51 UVIEW �a.:eM of :ti:sr p::n: :!C -:s not autho/�:e �-eter el manv'aelw Cd Ftorna Consttve(•On J'iJrel, Menai::;. MAR 17 2000 CO NOT CCpr .s tt^ C.cl.—O O/O:e'IY Of T 2 A...oA sac W. r/otected bt a Fedo/al U•Ipubllshed Copy right, . 42 r_ R —d Top A......btT pu.n Oo% Flattop Tnlmbl. O. -OW H.n01. op" Ak Inl.l 00-p./ tt.ndl. in- ran wltn se«I M.I.1 sA../t It 041,Cull Fa M.A. FI.ta..q l./ Fl.t On Root. AIR CONDITIONING 1. The electrical connections for air conditioner should be made by qualified personnel. The maximum lull load ampere draw for the desired air conditioning units must not exceed the indicated branch circuit rating. coil air conditioning units installed must be listed for use with the furnace installed in the home. For air conditioning installation, see instructions shipped with the air conditioner. If a self-contained air conditioner is to be installed and connected to the heating supply duct, the installation must include a damper beneath the furnace to prevent cool air from backing up into the fur- nace during the cooling mode, and a damper at the air conditioning supply to prevent heated air from backing up into the air conditioner during the heating mode. 3. The electrical connection is via a branch.Cirr`,iii terinin.?i- ing in a junction below the home. The field installation wiring must be sized in accordance with National Electrical Code article 440. The type of branch circuit pro- tection and connections to the equipment are to be deter- mined by the local inspection authority. THIS CONNECTION IS FOR AIR-CONDITIONING EQUIPMENT RATED AT NOT MORE THAN AMPERES, AT VOLTS, 60 HERTZ. A DISCONNECT MUST BE LOCATED WITHIN SIGHT OF THE APPLIANCE. C.& .280 813 This home is intended to accommodate air conditioning. If air conditioning is not installed, a switch for manual control of the whole -house ventilation system (available through NORDYNE distributors —a listing is included with the furnace) must be installed per NORDYNE installation instructions or some other means for activating the venti- lation system remotely must be installed. EVAPORATIVE COOLER On homes equipped for installation of an evaporative cool- er, install the roof -mounted cooler according to the instruc- tions furnished with the appliance. Remove the cover from the roof -mounted junction box and make the connection of the color coded wires using the wire nuts furnished. NOTE: The factory installed branch circuit for the cooler is sized for a maximum cooler electrical load of 12AMPS, 120VAC, 60 cycle. 43 1`thSltt�i: .a. .�:. a�'..•;�'. nu �3,.. f;Fi'.�'iK?'i,.. :6.v _.. ... .. -,sfl: �e..v..-. _.. _ ..�� .. .i_ FIGURE !0. Field Provided I III Distribution Panol And Installed Remote Condensing Unit Junction Box Conduit 1 V Disconnect Means DRYER INSTALLATION If your home is equipped with a clothes dryer, or one is added later, it MUST be exhausted to the outside of the home external to any skirting by a moisture -lint exhaust system. CAUTION Dryer exhaust system must not terminate underneath the home. All required components and fittings are provided with the home. An opening in the floor is provided for connection of the dryer exhaust. Provision has been made to duct exhaust from the floor connection to the outside of the home. See FIGURE 41. EXTERIOR LIGHTS 1. Remove the junction box cover, make wire -to -wire con- nections using appropriately sized wire nuts. 2. Apply caulking around the base of the light fixture to insure a water tight seal to the sidewall. 3. Secure the light fixture to the junction box. Install bulb and attach globe. See FIGURE 42. TRA D:LIv:J Review cr or 8::P •e J" ...: r Cl triiaK 17 2000 DO NOT COPY �t,,r of This ea:t r'e c..':..•. ::.: f rs T 2 A r.o:o 3 A:::r,r•. .. COSY' potecsea br a Fcecrel t navb•.t" or,hs, T 1.43 A Y 2 CI FIGURE 41. TYPICAL DRYER VENTING Pinid Altim. Manufacturer's `�---RIm Joist Recommended Framing Manufacturer's Exhaust Hood I Or Equiv. I I I I III I I , NOTE: IF DRYER IS j NOT PRE-INSTALLED, VENT IS CAPPED AT WALL OR FLOOR. FIGURE 42. AN EXTERIOR LIGHT FIXTURE TRA D'_SIGN R:VISW P.e�ie..r el I'+•x -I-nc c'o s r•oi a-Awize or az:rove ::Ii J:"+::+:0.: a: Isom the 5ce-el Ham, Conshuclion E Sa!esy sanCa:d:, t CHH 17 2000 D:) NOT COPY This Csye •s Ise e[CIUsive properly of T. R Arrc,d L Assoc+ales. Inc. 8 is �e 44 Croseaed by, a Fodoral UnpubGshtd Copy I sFt ,�w, 5 `01 e},;.',�sS•�a�P; si�`�"�'�2t*1_r_ .. �,+_, .�U 1•�k��x�..... .. ... .. ........ .. _,. .. Floor Joist Or Ext. Wall Escutcheon Cap DETAIL Globe Duct Junction BOX Color Coded Wires T 1,44 FURNACE AND WATER HEATER STACK If your home was shipped with the furnace crown assembly not installed, before the furnace is placed in operation the following procedures must be followed: 1. Remove any fasteners that secure the weather cover plate to the top of the roof jack flue. 2. Remove the weather cover plate. 3. Slide the crown assembly over the roof jack flue, correct- ly engaging the flue and combustion air pipes. 4. Secure the crown assembly to the flue with the screws provided. 5. Remove the warning tags from the fuel supply connec- tions of the home, the furnace and the furnace thermo- stat. These tags warn of the possibility of hazards that may occur if the roof jack crown assembly is not attached to the furnace flue vent. GARAGE ADDITION This addresses the procedures that are to be followed when installing a garage perpendicular to a Marlette home . The home will not be subject to any additional loads when the garage trusses (or rafters) are installed parallel to the length of the home as they are bearing on what would be the side- walls of the garage. An additional site -installed wall is not required between the garage and the home for load bearing purposes. The following steps need to be taken when adding a garage. 1. Make sure any connections to the home are to framing (structural) members. 2. All penetrations must be properly sealed and caulked 3. Exercise extreme caution so that no fasteners penetrate any electrical cables. It is recommended that all power be disconnected during construction and that all circuits be tested after construction is complete. 4. Insure that all exterior joints are properly weatherproofed. Marlette Homes, Inc. accepts no responsibility for problems resulting from any remodeling or additions to the home. The dealer/builder is responsible for assuring all site work is in compliance with applicable local codes and does not take the home out of conformar).ct;,Villit`,th . EJD 9�tal stan- .. t LO"s nO: J.1SOntc dards. 0:::. r:J ' Jnw]'su'cd Hyme Coms.u;(.on f. set,!( I•�.�K 17 2000 ir:s :�-e .s . ;'_:.. �:o�s,sy of T. R A•-. .6 G A-s:::.`ro:. In<. fl is o'^rnt� Copy. -'� s 45 MAINTENANCE NOTE: MANUFACTURER OR WARRANTOR DOES NOT RECOMMEND THE USE OF ANY KEROSENE OR NON - VENTED PRODUCTS OR OTHER TYPES OF FOSSIL FUEL APPLIANCES AND DOES NOT COVER THEM. SKIRTING Marlette Homes, Inc. does not recommend any particular type of skirting. No matter what type is chosen, however. adequate venting underneath the home must be provided, or serious floor or other condensation problems could result. A minimum of one square foot of venting per 150 square feet of living space is required. Vents should be spaced so that adequate cross ventilation is possible. CAUTION In areas of heavy snow accumulation, vents must be kept open in winter months by removing any snow obstructing the vents. PORCH CARPET REPLACEMENT Outdoor carpeting on porch or recessed areas may have a rubber membrane underneath to waterproof the floor. Care must be taken when replacing the carpeting if"i or.oer to',,,-.- prevent any fastener from piercing the membrane:'If nailed"Ai or stapled through, a leak may result causing damage to floor members. BOTTOM BOARD REPAIR Entry of outside air into the home's floor cavity is one of the most frequent causes of water pipe freeze-up. Before installing any skirting, carefully inspect the bottom covering of the home to determine if there has been any loosening of its attachment or tears resulting from over -highway move- ment. Openings around the perimeter of the floor, around the pipes or pipe hangers and splits or tears should be sealed with weather resistant tape. Use any of the below listed tapes to repair any openings in the bottom covering. The best procedures is to draw the edge of any tear together and apply 4' strips of tape per- pendicular (crosswise) to the tear every 4'. Finish by apply- ing length -wise strips of tape over the joined edges. SEAL-TITE #520 SEAL-TITE #620 TUCK INDUSTRIES TUCK # 207 NASHUA CORPORATION #362 KENDALL COMPANY POLYKEN #827 The following technical bulletin is typical of undersic" used by Marlette Homes, Inc. ;3r aa,M. _ ?A Seme_�IG�e TECHNICAL BULLETIN ,� II Bulletin #1 Issued 9-18-73 MOBILE HOME UNDERSIDING PRevised 3-4-74 Part t and II 3-8-76 PART II REPAIR AND PATCHING INSTRUCTIONS i. SEALING OPENINGS AROUND PLUMBING AND DUCT EXTENSIONS To apply the Undersiding material over water, waste drain, and duct extensions, either of two methods are recommended: (a) Make a "+- cut in Undersiding where extension is located with a utility knife. Cut in material should be smaller than the diameter of pipe. Force SEAL-TITE over opening and tape "points" around pipe several times with either SEAL-T;TE #360, #520, or #740 Black vinyl repair tapes. o r ='on and r= :l ` ;.='''' iii,�..�,:V I(f,ii e.. Iiti:H�d.'.�<�;::C 90�'_��"t:.�-.iili.`- �y taping with any of the above mentioned SEAL-TITE repair tapes. 2. FINAL FINISH After completion of plumbing checks the Undersiding should be thoroughly inspected for openings and repaired as required. For satisfactory adhesion, the surface should be dry and free of dust and dirt. A clean surface Is most Important for proper application. (For the convenience of maintenance service crews or dealer setup personnel, it is suggested that additional strip4 of #360 or #740 tape be applied to the Undersiding for their use after completion of service work. Either SEAL-TITE #360 or #740 may be removed and reapplied to SEAL-TITE 11 Undersirring'wi+hoot [Oss ?^ 2dhgsi�reho�c ho%'^v--, :1520 high iacn iape cannot be used Ito this manner because of the exceptionally high aggressiveness of the adhe- sive necessitating a silicone release backing. As an alternative we suggest that a tightly rolled supply of #520 (2 - 3 h.) be taped to the Undersiding around extension outlets for future use.) 3. RE-SEAUNG UNDERSIDING MATERIAL AFTER COMPLETION OF REPAIR OR MAINTENANCE WORK. To reclose long openings In the Undersiding made necessary by under chassis repairs use either of the two following methods. (a) Draw edges of opening together and apply 4" strips of SEAL-TITE #360. #520 or #740 tape crosswise (per- pendicular) to direction of opening every 4% 6'. Finish by applying lengthwise strips of tape over the joined edges. TRA DESIGN RE•:IE•.v (b) Apply rectangular cutout patches of SEAL-TITE If Undersiding over the open are and ;e5�((pfy i�Qtl &H f65( sides of patch to Undersiding surface with SEAL-TITE #360, #520 or #740 vinyl tape. 4. REPAIRS OR MODIFICATIONS TO FRAME (CHASSIS) Normal precautionary measures should be taken when making frame repairs with welding or aceryt0�Anequtt1ng t@j&Q es. Metal shielding should be used during repair work of this type. 5. TAPE STORAGE GU NOT C--;( This rt,c Ott^,...- a<aoeny or Since vinyl is more flexible and easier to handle at moderate temperatures, it is recommended tf�klepe'be'stooed.at•Ished '.k is area over 50° F. This will assure best results and maximum adhesiveness. Cold temperatures will not adversely affect the adhesive qualities or performance of the tape after application. Some manufacturing procedures call for priming (painting) the chassis after completion of the floor structure. In doing so, an overspray of paint residue is unavoidably left on ft Undersiding surface. This stippled coating will prevent 100% surface contact between the polyethylene coated surface and the tape resulting in poorer adhesion. As a solu- tion to this problem, we recommend the use of SEAL-TITE #520 High Tack vinyl tape. This tape has a highly aggres- sive 2 mil adhesive coating especially developed for conditions of this type and is recommended for use on units uti- lizing this method of floor construction. ON-SITE SPECIFICATIONS FOR SUPER GOOD SENSE HOMES HELP ENSURE ENERGY SAVINGS DAMAGE REPAIR Correct damage occurring during transportation and set-up to factory -installed energy measures, including damage to belly fabric and floor insulation. Repair damage to windows, frames and doors which affects thermal performance or replace the window or door. Correct any disturbance of insu- lation, belly fabric or other energy-related components due to plumbing, wiring or other on-site work. AIR SEALING MARRIAGE LINE Use caulking, closed -cell foam or weather stripping to seal `marriage line, regard!ess of whether wa!lz and ceilir�gc are taped and textured. If additional on-site sealing is required because of incomplete factory work, apply a non- porous air barrier to complete the marriage line seal. OTHER PENETRATIONS Seal all penetrations in the building envelope, including pen- etrations for piping and wiring. Seal around recessed fixtures in walls and ceilings, swamp coolers and exhaust - fan housing if not factory -completed. TOA Qc-SIG.14 REVIEW Review o! Ih:s^ :lata CJ-+ rot a4thw4e Or dJr.^+d �r - OT -1•"+ J: d2..cA7i0n frcm tic re eclj:ee: Home Conslruct;on R Ss:ai ::a.6a:2:. F,iAR 17 2000 W NOT f.C}?Y 5''.T��s at^- s + _ Fccl� r.e o ax•+Y or o+r•ed b> a fed.•ral Unpublished COPY p SKIRTING/FOUNDATION FACIA Install skirting/foundation facia. Seal all holes or gaps between skirting and the ground and around penetrations in the skirting. CRAWL SPACE MOISTURE CONTROL Ground Cover Cover the ground throughout the entire crawl space with a vapor retarder consisting of 6 -mil black polyethylene or approved liner low-density poly. Lap all joints at least 8 inch- es. Make sure the ground does not contact wood that is not treated to prevent moisture damage. Crawl Space Ventilation Vent underfloor drawl spaces with screened or louvered openings in the skirting. Locate vents to provide cross ven- tilation through at least two opposing walls. Total net -free ventilation area must be at least 1 ft' for each 150 It' of underfloor area. Ventilation area may be reduced to 1 ft' for every 300 ft' of underfloor area if the soil is dry and well - drained and the on-site inspector approves. Further reduc- tions may be approved if BPA radon monitoring and mitigation requirements are met. Local code jurisdictions can provide a table showing required -n-At area of underfloor ventilation. Drains Pipe all water drains — including condensate drains from air conditioning equipment — to the outside to drain away from the homes. CROSSOVER DUCTS In Floor Crossover – Requires no site work other than assuring gasket is in place on one-half around duct openings. Below Floor Crossover Ducts for the heating system must comply with requirements below: Materials Crossover duct materials must: 1. be labeled R-8 as a minimum insulation value: 2. have an exterior vapor retarder rated at 1.0 perm or less; 3. have an inner liner material that includes an interior spring -steel wire helix bonded within two layers of 57 - gauge mylar polyester film or approved equal; 4. have all tears, holes and penetrations sealed; 1.4•-7 x iYa,��.� !}''r}:�SY br.'•...e rz .•a?•1 d�.`fK`i'v�.*�w .�,.�-y..-..e.,r,,a. ,-w... x ^� �'6�'-'t"e``�'��� {k.�'±�' t vK:ut±riJ .rh.*'....r:�.Tfit�-a.,t,'_�..: t -'?f ��-+.- '�.._.-.,-..r r ..,•-titiro%?1�. •:ori s� 5. include the crossover duct manufacturer's splice kit, if required; have a minimum intarior diameter of 10 inches or as approved; 7. include a sheet -metal extension elbows of at least 26 - gauge to connect the collar to the crossover duct; 5. include two-inch wide foil tape (NASHUA f#322 or equivalent) or a duct sealer for outdoor applications (HARDCAST HDC RTA -50 or equivalent) for all metal - to -metal connections; 9. include stainless-steel, worm -drive clamps or nylon straps;'and 10. ;^^!ude a he!!;r-hettom tape approved by the manu- tacturer.' Connections to Furnace Boot Sheet -Metal Extension or Elbow The sheet -metal extension or elbow must be: 1. 26 -gauge and secured to the vertical collar with sheet metal screws; 2. sealed at the connection to the vertical collar with foil tape or duct sealer; 3. sealed at all seams of the adjustable elbow, if applica- ble, with foil tape or duct sealer; and 4` insulated to at least R-8. Connections Connections of the inner liner of the crossover duct must be: 1. secured to the extension, elbow or collar with sheet metal screws; jcut back or installed to extend over the sheet -metal extensions or elbows to the collar so the insulation and vapor retarder extend up into the belly blanket; 3. taped to the extension, •elbow, collar or splice with clamps or straps; and 4. cut to minimize excess duct length and stress at con- nections. Connections of the exterior vapor retarder of the crossover duct must be; 1. secured to the extension, elbow, collar or splice with clamps or straps; 2. taped over the hole clamps or nylon straps with an approved belly -bottom tape; and 3. taped to the belly bottom with approved belly -bottom tape where the crossover duct enters the belly. err-- The crossover duct must be: 1. supported above the ground by strapping or blocking where clearances permit; 2. installed to avoid standing water; 3. installed to prevent compression and sharp bends that restrict air flow; and 4. installed to minimize stress at the connections. rl,e Ferieral 1-A—i sawed Some- Cun;truc:ion 8 Sa.`ar� Sianda:d. I -AM 17 2000 00 NOT COPY This ea7a o•oaertr of T A -o:c x.scc.ates. Inc. 6 .s ev a Foderal Unpublished Copy• ��`iZ,ui" ,'?"•Yst` . �_^.`_.:�i _�s� rw�" . ......"2`' :4 .ch•U;;".:s..4e. e,.r3' r?.d , v; .:fro... �a;:><: � . _ _ . ... _ .. ADDENDUM TO INSTALLATION MANUAL SMOKE ALARMS: Please verify proper operation on all smoke alarms by performing the following steps: 1. Determine that the power source is connected. 2. Visually check for proper connection to the power source. 3. Manually depress the check button of each alarm. 4. A "sound" indicates a working smoke alarm. `i4:t-A, ..�.. IrtS all a reillar rit1F 1'l �itvnc? alarm and repeat items 1 thru 4. 6. All switches are to be in the off position when testing the smoke alarm(s). BASEMENT INSTALLATION: If this home is designed for installation over a basement, install the factory provided smoke alarm to the electrical junction box in the basement ceiling near the basement stairwell opening. The smoke siar,`n r1tust iC ::_:`..a r connected to the ots,t�t factory provided smoke alarms. Follow the smoke alarm manufacturer's installation instructions provided. TESTING: Inspect and test all smoke alarms, including alarms installed during the set-up process, following the smoke alarm manufacturer's instructions provided. When testing a series of interconnected units, test each unit individually. Make sure all units "sound" when each one is tested. Any smoke alarm that does not meet the inspection or testing requirements of the manufacturer needs to be replaced and retested. I.,A DESIGN REVIEW Review 01 Riese plans does not authorize or aawo any omission or deviation from the reds. Manufactured Home Construction g Safely tandards, y0V 20 2002 0O p1pT COPY ThistA a the exclusive WOO u wo;;C,;d by a federal unpuDusnVA ripM. HBOS Manufacturing, LP MARLETTE REV. A .49 ��"� s.2i+iaRl�iip.':A:i.:l�_�'£; t. t.:h��%-rbn .'3�i',:_ r� ^'� . ��i✓4�1.J.r• ir,r. �: ��,.:,1 i. �:�:.'i �'YS�<t��"-� ADDENDUM TO INSTALLATION MANUAL SMOKE ALARMS: Please verify proper operation on all smoke alarms by performing the following steps: 1. Determine that the power source is connected. 2. Visualiv check for proper connection to the power source. 3. Manually depress the check button of each alarm. A. A "sound" indicates a working smoke alarm. jr, ;l r,- I�c:_-i6 �' c Z -i `.t:.!I!:j`.., InSiall a f�illat r?t:�1F.i1'I. STu�c: alarm and repeat items 1 thru 4. 6. All switches are to be in the off position when testing the smoke alarm(s). BASEMENT INSTALLATION: If this home is designed for installation over a basement, install the factory provided smoke alarm to the electrical junction box in the basement ceiling near the basement stairwell opening. The smoke alarm: roust be inter -connected to the otl.ar factory provided smoke alarms. Follow the smoke alarm manufacturer's installation instructions provided. TESTING: Inspect and -test all smoke alarms, including alarms installed during the set-up process, following the smoke alarm manufacturer's instructions provided. When testing a series of interconnected units, test each unit individually. Make sure all units "sound" when each one is tested. Any smoke alarm that does not meet the inspection or testing requirements of the manufacturer needs to be replaced and retested. t HBOS Manufacturing, LP MARLETTE REV. A I A DESIGN REVIEW Rev',e.r o %ew plans does not authorize or deviation from or aooro the feler any omission 1 Manufactured Horne Corutnscfio4 & Sawy tandards, y0V 20 2002 DO NOT COPY "dust; a This is the Ina r[ T, ft prohclad by a federal "put" ripld. t HBOS Manufacturing, LP MARLETTE REV. A I SITE PLAN REVIEW APPLICATION Date: 3 `� AP#)tel) Permit Number (if applicable) Bin Number s { APPLICANT INFORMATION Parcel Size: Owners Name: ��! O "A i - Address: � �`1iL�-� ���1�`,: Telephone No.: Situs Address Proposed Use: — 8W _-_)L, Email: 3f��1 l Residential New Single Family Residential ❑ Single Family Addition_ Mobile Home O>S' ;ft a Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition th Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necess ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel 9s-;( -7� ❑ Well ❑ Agricultural Buffer Form ❑ Applicable ❑ N/A DEVELOPMENT SERVICES INFORMATION (For Staff Use) 06 Approved ❑ Conditionally AToved ❑ Resolve Problems Prior to Approval 0 Site Plan Stamped Approved �O V By At Date ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: Snow Load Area: Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) IN SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See ched) o Flood Zone: • Flood Panel No.: 6607 C © Sl 5t, Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) ❑ Oroville Enterprise Zone 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: 4-5 P -fN-, Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Zoning Code Streets & Highways Fire Prevention Subdivision Map Front -1 1 -3c)i Side 3 i Side Street Rear Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Applicable Development Fees: Standard Fees ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Drainage Area ❑ Thermalito UrbanArea ❑ Other Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) Amount Formula * 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 IM Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: El No ❑ Yes, Road Name: Complies with Co� ty Standards for Deed Creation:❑ No Yes Comments: / :2Gr/'tLz� Li u --e rZ & 9!av / 0�-zOp i ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel *F] Verify Legal Access ❑ Provide Deed of Creation ❑ Obtain a Certificate of Compliance/Notice of Compliance ❑ 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 ❑ Subdivision ME/Parcel Map: Map Date of Recording: Lot: Book: ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: Page: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Attached ❑ None ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for road maintenance, and stop sign maintenance. F07 N 0 IBJ 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. CA arrys\Building Permit Site Plan Reviewl.doc Pa.ue 5 of 5 Butte County Department of Development Services YVONNE CHRISTOPHER, DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538.7601 Telephone (530) 538-7785 Facsimile ADMINISTRATION * BUILDING * GIS * PLANNING June 27, 2005 Morris Construction 5050 Cohasset Road #27 Chico, CA 95973 Re: Jim O'Daniel Subject: APN — 058-500-014 The Butte County Department of Development Services, Planning Department has reviewed the Environmental Health permit for a new septic. The property is located in an FR -5 (Foothill Recreational 5 acre zone), which has required setbacks of 20' in the front or next to any easement for a right of way, 10' on the -sides, and 10' in the rear yard. The submitted site plan does not meet the setbacks for the building located on the property. This property is also in a SRA (State Responsibility Area) for CDF and they require that on parcels over 1 acre, 30' setbacks are required from all property lines. It appears on the site plan that the new house will be 8' to the property line, which would not meet the minimum 10' zoning requirement, and this and the other side setback do not meet CDF requirements. I have approve your site plan for a septic permit at this time, but will not be able to approve the site plan for the building permit as it does not meet the minimum setbacks for your zone. Please revise your site plan to show that your structures will be at a minimum of 10' from both property lines. You may want to talk to CDF to see if they will approve the site plan with these proposed setbacks. Should you have any questions please feel free to call Lana Adler, Assistant Planner, between the hours of 8:00 a.m. and 4:00 p.m. Monday through Friday at (530) 538-7601. Sincerely, '►'� C/1 6tephen Streeter Planning Manager Cc: Oroville Environmental Health, Building File Department of Public Works Storm Water Management Program C o u n t y o f B u t t e ® J. Michael Crump, Director LAND DEVELOPMENT DIVISION ®/ 7 County Center Drive Oroville, CA 95965 UC Wo��S (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase 11 Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement rLESS THAN 9 ACRE1 Project Description: c t✓✓ IVI 06) le, Project Location and/or Parcel Number: �-U- c. Ard5 Pova Jar) - r7 By signing below, L the project ownerlowner'.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 ley law. Signed: Title: f4e---v7— — Date: Less than 1 Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Manaecment Program V¢JIT OF ,. >rll . NUMBER: BUSINESS, TRANSPORTATION AND HOUSING AGENCY DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT DIVISION OF CODES AND STANDARDS 8725927 MANUFACTURED HOUSING PROGRAM MANUFACTURER CERTIFICATE OF ORIGIN DISTRIBUTION: ORIGINAL (PINI) FORWARD TO THE INVENTORY CREDITOR UNLESS THERE IS NONE, THEN FORWARD TO THE PURCHASER (DEALER OR TRANSFEREE): COPY 1 (WHITE) FORWARD TO THE DEPARTMENT AT P.O. BOX 1828, SACRAMENTO, CA 95812-1828, WITHIN FIVE (5) DAYS OF RELEASE- COPY ELEASECOPY 2 (YELLOW) DELIVER TO THE TRANSPORTER TO ACCOMPANY THE UNIT TO ITS DESTINATION. COPY 3 (GOLDENROD) TO BE RETAINED BY THE MANUFACTURER HCD 483.0 - Side 1 - (7/97) ❑ CHECK IF THIS IS A DUPLICATE MCO -ENTER ORIGINAL MCO NO. MANUFACTURED HOME OR MULTI -UNIT MANUFACTURED HOUSING © SFD (SINGLE FAMILY DWELLING) ❑ MUMH (MULTI -UNIT MANUFACTURED HOUSING NUMBER OF TRANSPORTABLE SECTIONS COMMERCIAL COACH: OCCUPANCY GROUP MANUFACTURER NAME: MANUFACTURER LICENSE NUMBER: Offl Manu�acturini+ West, Inc. (Marlette Homes) 1074913 MANUFACTURER ADDRESS: SUGGESTED RETAIL PRICE: sGeet Bax 910/400 W. E �,1 He'ston even 97Q8 $ $60.752 stO atr MANUFACTURER TRADE NAME: MODEL NAME AND/OR NUMBER: DATE OF MANUFACTURE: Marlette Lakecrest-9501 12-22-04 NAME OF DEALER OR TRANSFEREE (OWNERSHIP TRANSFERRED TO): CALIF. DEALER NUMBER OR DATE OF. TRANSFER: Integrity Homes TRANSFEREE DESIGNATION: 1067714 12-22-04 DEALER OR TRANSFEREE ADDRESS: strep 40 Featr>er River Blvd. Urov' _ scare Zi 95965 INVENTORY CREDITOR NAME Transamerica :4cNTORY CREDITOR ADDRESS: 5595 Trillium.Blva. 3rd Floor Hoffmas c 60192 fates scale street SECTION MANUFACTURER SERIAL NUMBER HCD INSIGNIA OR HUD LABEL NUMBER LENGTH WIDTH WEIGHT 1.6 INCHES INCHES (POUNDS) 1 (1023808 A ORF 40,56688 6241° 16011 , 25 �,�80 2 H023808 E ORF 466689 '624„ 160- 25,480 TRANSPORTER NAME: Bennett TRANSPORTER ADDRESS: 1360 Industrial Vfty srectQ.n 971 street Ctit>odnurn smote DESTINATION FOR UNIT DESCRIBED ABOVE: 9 InteS;rity Hames 1740 Feather River Iwai. Oroville CA 95965 (NAME) (street) (City) State Zip I certiy under penalty of perjury under the laws of the State of California that the above (acts are true and correct rwtedan 12-22-04 at f fQ) Lili Si C�:1 TJma -.i I 1;i lf�a-,nn (Date) / 1 (City) (COWRY) (State) ' I SIGNATURE OF AUTHORIZED AGENT: ra 1 .1` ,` .`i /., DISTRIBUTION: ORIGINAL (PINI) FORWARD TO THE INVENTORY CREDITOR UNLESS THERE IS NONE, THEN FORWARD TO THE PURCHASER (DEALER OR TRANSFEREE): COPY 1 (WHITE) FORWARD TO THE DEPARTMENT AT P.O. BOX 1828, SACRAMENTO, CA 95812-1828, WITHIN FIVE (5) DAYS OF RELEASE- COPY ELEASECOPY 2 (YELLOW) DELIVER TO THE TRANSPORTER TO ACCOMPANY THE UNIT TO ITS DESTINATION. COPY 3 (GOLDENROD) TO BE RETAINED BY THE MANUFACTURER HCD 483.0 - Side 1 - (7/97) CDF FIRE SAFE REQUIREMENTS AP# 058-500-014 PERMIT # 05-2060 NAME: O'Daniels Under authority of Public Resources Code Sec. 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 may be superseded by Butte County local regulations,. which equal or exceed these standards. Butte County Building Inspectors will make compliance inspections. Drivewav Standards [X] Surface. All driveway surfaces and structures (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. [X] Grade. Not to exceed 16 percent unless paved. Driveway Radius pq 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. [X] 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 radius. pq Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [X] Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 -foot taper on each end. [X] Width. All driveways shall provide a minimum 10 -foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. [X] 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. Gates [X] 1. Gate entrances shall be at least two feet wider than the roadway they serve. 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. ' C D F S r Setback for Structure Defensible Space C [X] Maintenance of Defensible Space. To ensure continued maintenance of D properties in conformance with these standards and measures and to assure continued availability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provided for by the landowner. 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. [X] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See "Other Requirements below. T 1 [X] 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. R Disposal shall be completed prior to completion of road construction or final building permit inspection. E Other Requirements [X] If Building Setback is 15 to 30 Feet: ✓ Class A roof R ✓ Enclosed eaves [ ] If Building Setback is Less Than 15 Feet — E ✓ Class A roof with enclosed eaves and choose any 2 of the following: Q ❑ Metal or no doors on side toward property line with insufficient setback ❑ Interior automatic sprinkler system per NFPA 13D T T ❑ Glass area not to exceed 10% of wall area toward property line with insufficient U setback ❑ Siding from the following list: T o * Stucco — 3 coat 1 o Hardi-Board or Plank o Masonry o Masonry Veneer o Metal o Other Butte County Fire Department approved materials [l M * E N 08/10/2005 Darren Read Date Signature . I.J (Rev. 12/96) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive-`,, Oroville, California 95965 • Telephone (530) 538-7541 APPLICATION AND PERMIT 01-2421 PERMIT NO. ASSESSOR PARCEL NUMBER 058-500-014 =o'+�MS BUILDING PERMIT OWNERTELEPHONE JAMES 0T DANIEL 671-3634 SO. FT. OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS 5082 LIVE OAK BLVD, LIVE OAK 95953 CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 3271 BUZZARD ROOST RD OROVILLE Energy Plan Checking Fee $ $ PERMIT FEE $ LAT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF 10 Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities EX Installation ❑ Other ❑ Describe Work: FUTURE LOT DEIZE1 ORMENT TEMP Pf1WFR PO T.F PBRWRTI Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 R LESS Main Service .A OR 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.P License Class Lic. No. OWNER -BUILDER DECLARATION hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: -r' I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00NEW CONST. DWEwNG OCCUP. OR ADDNS. ( a ACC. BLDS. s0 3.5¢FT: NEW NST. NON-REOSIMULTI.OUTLET 97,50 OWER APPARATUS 6 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES 20 m 1'00 BaL @ .50 FIXED .I Ex. Occup..OUTLETS" RESSID,DEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 23.00 PRE SNPECTION 23.00 PERMIT FEE $ 89.00 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt S Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) �k I certify that in the performance of the work for which this permit is issued, I shall not employ any person In any manner so as to become subject to workers compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall rthwfth comply with th�wvsions. M f Date r7 ` v / _ of e of Applicant - ❑ caner ontractor 13 Agent /AnOSHAis required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $' $9.00 HAZ. I D. FEES IMP I FLOOD cDF PARCEL I PO HD ISSUE This permit is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. (� By Date Jd2- _Jj % PERMIT EXPIRES N D fe Receipt No. 332279 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT . COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive •*'Oroville, California 95965 • Telephone (530) 538-754 PERMIT N0. (Rev. 12/96) APPLICATION AND PERMIT L_92�1 ASSESSOAPAACEL.U.. Sg-sa - o t ZONNG 5 BUILDING PERMIT OWNER TELEPNON! 7/ 3Z.,3 SO. FT. OCC. BUILDING VALUATION OWNERS W MANO ADDRESS 50 3 2 4 u -e 0, (C V 0 k 85`353 CONTRACTOR'S NAME Q w _v e i TELEPHONE CONTRACTORS MAJUNO ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace ' Total Valuation b ARCHMECT OR ENGINEER LICENSE NO. Filing Fee' b 20.00 ARCNrTECT OR ENGWEERS MAa1NG ADDRESS Permit Fee b Plan Checkiri Fee b euuDINGADDREss Energy Plan Checking Fee ---.$ 0-D U l -e b PERMIT FEE b L___, NO. I SUEDNSIONSNAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome pr Other �'P GW el d t? specoy Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation Other ❑ j �/ Describe Work: (��Gi/!// �Q/itJ'Ci f%� �`�2 / /0 7° �>°y e ,�""� rte, '� r- Each as water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 S G W . Mobile Home X20 00 PERMIT FEE f -P l ELECTRICAL PERMIT Fling Fee 20.00 OOOV OR LESS Main Service aow OR LESS 23.00 VERMIT FEE PA2b SRA j SHERIFF I OTHER AMCKW RECEIV b ; `� � �J *REICE1 �. NVAM 3 / * TO 9E PVT INTO COMPUTER . Main Service aooA To L000A 46.00 NEW CONST. OWE&W OCCUP. s0 OR ADDNS. ( a ACC. erns. 3.50T. NON-R61D. MULTI.OUTLEf @7.50 POWER APPARATUS a SWGLE OUTLET R. Ex. OCCU . OUTLET OR POLBA TUREs 2L ®I'0° L .SO CCU O APPLNS. OR O ID. EA 5.00 Tem orar Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00R3, I'- 10F- e; 5@ a l ../ 6t 3 PERMIT FEE a ob Fling Fee 20.00 tin Cooling Hood 6.50 Ventilation PERMIT FEL: S Mobile Home Installation Fee S Energy Inspection Fee b occ NST. TYPE TOTAL FEES Cl,• o—fl �� D. FEES IMP -0CDF PARCEL PD MLD 6SUE This permit is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON lLLTaJ COUNTY OF'BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PE"IT"PLICA TION DATA SHEET OWNER: s 0�-c (� �¢ �, i p ASSESSOR PARCEL NUMBER: S SDy — U 1 Proposed Building Use: — ¢ p g Inspector: %L 19 Date: q — 2 4, _ d 4 At time of permit application, I was advised t e following data must be submitted prior to per processing and/or issuance: Date Received By ❑ 1. All iiems have been submitted -------------------------------------------------------------------------------------- 112. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ ❑3. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 06. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑9. Manufactured Home data and installation instructions including Tie Down Specifications.-----------------= ❑ 10. Fees of $------------------------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule. ----------------------------------------------------------------- ❑ 12. California Department of Forestry plan approval/fees- --------------------------------------------------------- ❑ 13. Flood elevation certificate. ---------------------------------------------------------------------------------------- ❑ 14. Sanitation and plot plan approval Health Department. ------------------------------------------- ❑ 15. City of Chico plumbing permit. ----------------------------------- —=-------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- ❑ 17. Planning approval for (A) Use: (B) Parking: -------------------------- ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- ❑ 1?,Encroachment Permit for driveway (construction approv4 prior to occupancy). ------------------------------ PTO. Pre -inspection for NO iuV 2I �C� J�PI k, feed R ,t'o Bd1dirleIn'� V&bV6rf ��/'�� (Date) 02 1. Contractor's license information. (Number, Name Style, Classification). ----------------------------- ------ ❑22. Workers' Compensation carrier and policy number.----------------------------------------------------------- ❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- 024. Letter of signature authorization. -------------------------------------------------------------------------------- ❑ 25. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- 026. Letter of intent on building use. ----------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits. ---------------------------------------------------------------------- ❑29. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ .--------------- 030. -------------- ❑30. Other: When you issue the ermit, process as follows ElMail to owner, ❑Mail to co tractor. ?1 T&Pelephone 6 % � " ,?J' 3/-/ and hold foricku atOlO v r p p office. ❑ Deli�er w* ector. i - I APPh �.� Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Departmen , ❑ Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Oth Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter; by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: IPlans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement: YESX NO ❑ 2. I HAVFX HAVE NOT ❑ signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PRO SOCIAL SECUR tV'1qUMBER: . DATE: v NOTE. This Owner -Builder Verification is required by Section 19831. and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER MU OWNER BUILDER INFORMATION Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. r rely, Mic el C. Vi iia, C.B.O. M ger, Building Inspection NOTE. This Owner -Builder Information is required by Section 198.0 of the California Health and Safety Code. OVER 0 V-I.N. REQUEST FOR INSPECTION[ Permit No. Pf e_ b&I $12 t - Location: , 3 � 1 1 1)11 7 2 ur- j P D t, S TL tOwner. Complaint: ContractororTenant: BLDG. PLUMB/MECH ELECTRIC M.H.I./M.H.U. PRE - Form Rough Rough INSPECTION Frame/Underfloor Top Out Temp. Service Corrections Housing Stucco Lath Gas Piping/Test Service Final Job Status Stucco Brown Temp. Gas Underground Permit Renewal Fireplace Sewer Piping Well Circuit Verify Utilities OTHER Bond Beam Water Piping Light Niche Insulation Shower Pan Nailing Corrections Corrections Corrections READY FOR 7 A.M. Final Final Final INSPEC. ON 2 ! 19_ P.M. Date: Time: Note: OWNER LOCATION: 3a7 I / bu i CONTRACTOR: i PRE-INSPETION FOR:Ml i t ,e � f DATE TO INSPECTOR: D�'% PERMIT HISTORY NONE i Building Description: Electric: Gas: CommerciallUsage: Residential/# of Units: Currently Occupied AbandonedNacant Yes No Condition of Electric l A.P. D ZONING:_/� S -�- 1014- de ve%tea,, ( ) AS FOLLOWS: BUILDING INS ECTOR'S REPORT 0 Electric currently On _ Off Natural Propane None Currently On Off_ Obvious Problems: Sanitation: Plumbing Workin Well Working Potable Water Obvious SewageProblems Comments: ACTION RECOMMENDED: ISSUE: HOLD FOR s 0 Inspector: ` (?//-p , j A I Date -,—,, IV Sketch buildings on reverse and indicate location on property. COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSORPARCEL NUMBER-- _ o ( mNNo C BUILDING PERMIT owNEa t r O� "17 i e TEtt 713&,3 SO. F r. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 50 3 -)-- 1-i v -e 0" (C �-; v c 0 k 959 5 3 COWIRACTOWS NAME Qw.v ei TELEP/IONE CONTRACTOR'S MA11NG ADORERS CONSTRUCTION LENDER UENDEA's MAILING ADDRESS - Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 ARCWrECT OR ENONEERS WAILING ADDRESS Permit Fee $ Plan Checking Fee $ BUILDING ADORERS Toe,4- Energy Plan Checking Fee S 0 -,Du(, 0-C S PERMIT FEE _ 0 �.O7NO. SUBDNE31DNSNAME PARCEL &W - PLUMBING PERMIT Fling Fee 20.00 USEOFSTRU//CTURE SF ❑ Duplex ❑ Mobilehome Other (Pe-- 1-0-,e B Each Trap 7.00 Solar or heat um water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 E OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation 19'Other ❑ I-:— / Describe Work: !-eGy1,0_ opo�[i p'00 �`e r Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W ( 9720.00 PERMIT FEE t l l ELECTRICAL PERMIT Fling Feel 20.00 Main Service so°00Vo„ OR LESLESS 23.00 *PERMIT FEE PAXb S� SRA SHERIFF $ i OTHER s AMOVNT RECEIVEp 7 *RECEIPT NVMBER 3 3 * TO 0E Pili ZN" COMDR ip Main Service 200A TO IOOOA 49.00 NEW CONST. OWELUNG OCCUR SO OR ADONS. i ACC. BUDS. 3.50rr. raw GUM I. MULTI -OUTLET Q%,5O NOWAESIO. BRAWM CIRCUITS POWER APPARATUS & sNGLE OUTLET p0. Ex. Occup. wnsr on FammEs 20 0 1.1 BAL .SO EX. OCCU 70 APPLNS' OR ounETs ESI,. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 ip r -a .j -5 -r e.t 6L3 PERMIT FEE _ ' d MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 9.50 Ventilation PERMIT FES f Mobile Home Installation Fee S Energy Inspection Fee $ TYPE TOTALFEES EOcc:CONST. O. FEES GIP F=0COf ' PARCEL PO � ISSUE This permit Is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work Indicated above for which fees have been paid. By Date PERMIT EXPIRES ON n NOTES - RESIDENTIAL PERMIT NO. 058-500-014 0172421 l r O'DANIEL, JAMES J 3271 BUZZARD ROOST, OROVIL I TEMP POWER POLE/FUT DEVEL i I 91 SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPY \- Address I. M ? ELECTRIC Meter By Date JOB FINALED (Date) Signature CHECKED BY V= OK 0 = Not OK - = NdtApplicabl'e -MOBILE HOMES = Not Ready Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Siding; Nailing -Veneer -Stucco -Mesh 2. Soils; Special MH Support Sketch 10. 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) Ext.; Steps -Doors -Landings 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 12. 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ /'LPG 7. Well Clearance & Disconnect 8. Utility Clearance Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricitv: MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric Date Card B-1 Date Card B-1 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Rooting 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater y 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 V= OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (� Date 46. Underfloor (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel -Blackouts -Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 63. PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 70. Fireplace or Stove, Clearance -Hearth Date 71. Card B-1 Date Card B-1 Date 72. Card B-1 Date Card B-1 Date 73. ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or Al Insulated Neutral I] Yes ❑ No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings Date 86. Card B-1 Date Card B-1 Date 87. Card B-1 Date Card B-1 Date 88. MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Comments at Final: 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing dingle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rttr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romer. Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 82. Following Instld./Drive:1 Yes J No/Walks ] Yes J No/Planters :1 Yes :1 No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: s. }BOUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 Wt (Rev.12/96), APPLICATION AND PERMIT 01-2421 PERMIT NO. ASSESSORP!$CEL�HI—A�@E�i_ -,14 QJA Rl�l7O'D ZONI;NG,5 BUILDING PERMIT OWNER JAM 0 DANIEL TEI.Er,1(o"E �a Z-3634 SO. FT. OCC. BUILDING VALUATION . OWNERS MAIUNG ADDRESS 5062 LIVE OAK BLVD, LIVE OAK 95953 CONTRACTOR'S NAME n OW FA TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Film Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ BUILDING ADDRESS 3271 BUZMD ROOST RD OROVILLE Energy Pian Checking Fee $ $ PERMIT FEE S LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ID Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities d; Installation ❑ Other ❑ Describe Work: F'ii'PIIRE IftT DRVFTS'RKENT MW POWER POLE 1POR WFT.I, Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G w 920.00 PERMIT FEE S ELECTRICAL PERMIT Filing Feel 20.00 OOOVOR LESS Main Service 200A OR LESS 23.00 • LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: XI, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service YOGA TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( & ACC. 9LnS. SO 3.50FT: pulp ' MULTI -OUTLET 97.50 APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES 20 1u @';5 Ex. Occup.DSS R� D.) E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 • PRP ISNPECTION PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permitis issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) .,. 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person In any manner so as to become subject to workers' compensation laws of California, and agree that If I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those prov' ions. /^1� - �/ Date `j► a /hat ` re of Applicant - ❑ Owner 0- on� ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ coN§T. TYPE TOTAL FEE $ 89.00 HAz o FEES IMP I FLOOD I COF PARCEL I Pp I HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have ., By'1'/L £` 2 PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. `Date )t ate Receipt No. r ���• VV WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE BUILDING DIVISION n DEPARTMENT OF DEVELOPMENT SERVICES ` 411 Main Street • Chico, CA • (530) 891-2751 - 7 County Center Drive • Oroville, CA • (530) 538-7541 <i CORRECTION NOTICE ` OWNER PERMIT NO. :z• A routine inspection indicates that the following,violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is tn. completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this.office immediately. ". Date / _ Inspector—%, REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 - i CORRECTION NOTICE A OWNER PERMIT NO. r - A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected Please notice this office when correction owork-is F 6 A11.r {.-completed: If you'have any questions pertaining to this matter, or need additional exp anation;� ' please contact this: office immediately. �N Datey Inspector / REV 10/92 COUNTY` OF BUTTE BUILDING DIVISION - • DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction ofwork is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Pc IltAl o h L„ Ck6V ' If - k,. t i' t� 1. Date Inspector REV 10/92 JUN -17-2005 12:11P FROM: `iRllW ilti 67 4 TO:8951080 P.1 F I cc.�.-pleLa-T A P rob- 50 - l (p cp� -- - - - -- - - -- ,r SCALE 1�= 50' Cogs& S11"lo`51` 35.zo„ �I 01111 SEWEZ Lr--ACG1 FIELO �►�EME N'r PLAT caF SE W EtL LEACH FleLD EA!3EM Qr poli PA�ZV-Er COLe)EaT A, Ft)mTiow op sEcT ic)" 33 T" 2!2 N. r11 E:. M. 15UTTE Cil WT -ll, CAL I Fa r.W I A 31M"A WSSI- 50pvVE- nNG "37 E L-aCIL OLIVE tPQ. PA 2AC)15E, CA. `iPi-f&q 8'%7 - Coa53 3- I-�15 JREG AND EQ - ! NI -L BE C-LEPtR OF ALL FAISEMEMM. 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Assessor's Parcel Number 0 ['01 19 El 191 Scale: 1,11 Owner Name Address / Phone NO. Z-11 Yn}\s q,00a Site Location. %k\, v► -TD va,rv\_ \,^ r vm, Contact: Name -,Ph one` MM00�0EMPE ........... ........... ...... ..... ...... ..... .... .... ..... ... . . ..... . ........... . ............. . .......... ..... .. . ........... ..... I ..... ............ . ..... ................. ...... ...... ...... ..... ... ...... ..... ...... ..... . ..... ..... . ...... ..... ...... ............ ............. ..... ...... I ...... ................... ..... ...... ...... ..... ............ ...... ...... ...... ....... *,:,��.-:. . .............. ..... .......... . ..... . ........... ..... ..... ...... ...... 7 ............. ...... ..... ...... ...... ...... ........... ........... . .................. . ..... . ...... ...... ........................................................ ........ FOR OFFICE. USE ONLY Zoning: General Plan -Desig: Size, Acres PROVIDE FOR ALL ADJACENT PARCELS SIZE (AC): ZONING: GEN PLAN: .,USES:-' ..... . ..... ........... ..... . ..... ............ ...... ............ .... ...... ..... ......:.........__.i...... ...... ...... .4 ..... i ... ..... ...... ............ ... ...... ............. ....... . ; ..... ........ ........... ..... ........... ........... ...... ............ ..... ..... . ..... ...... ..... . ..... ...... ...... : ..... ............. ............ ... . ..... . ..... ...... ...... .... ...... ..... . ..... ...... ...... ..... ...... ............ ...... ..... . ..... ...... ...... ...... ...... ..... ..... ..... ........... ...... ...... 4 ..... i ............. : ...... ............. ...... ...... ..... ...... ............. ............. ............. ...... . ........... ...... . ........... . ............ ..... ..... .. . .. ...... ... -.- I - i4c. - - 11, � •_.••.•___...••r_....••_._•_-...._•...•.•..•.._....._..... ...... --:p . ...... : .... ..... 9,3 .......... .••.•__.•.•••••.r•.. ...... Assessor's Parcel Number 0 ['01 19 El 191 Scale: 1,11 Owner Name Address / Phone NO. Z-11 Yn}\s q,00a Site Location. %k\, v► -TD va,rv\_ \,^ r vm, Contact: Name -,Ph one` MM00�0EMPE ........... ........... ...... ..... ...... ..... .... .... ..... ... . . ..... . ........... . ............. . .......... ..... .. . ........... ..... I ..... ............ . ..... ................. ...... ...... ...... ..... ... ...... ..... ...... ..... . ..... ..... . ...... ..... ...... ............ ............. ..... ...... I ...... ................... ..... ...... ...... ..... ............ ...... ...... ...... ....... *,:,��.-:. . .............. ..... .......... . ..... . ........... ..... ..... ...... ...... 7 ............. ...... ..... ...... ...... ...... ........... ........... . .................. . ..... . ...... ...... ........................................................ ........ FOR OFFICE. 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