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HomeMy WebLinkAbout055-290-086055-290-086 LAND DEVELOPMENT SHEET 055-290-086 03-1961 DIXON, JEFF & CYDNEY 5Gpp BLUEBALATON , PA19U INALE Cont-. SERENITY NEW MH ON PERM FND 055-290-086 03-1962 DIXON, JEFF & CYDNEY ljoup BLUEBALA"fG'J,,P D \ Cont: SERENITY INALED t NEW PRI DET GARAGE I o1-�2.' 055-290-086 03-3071 DIXON, JEFF PERMIT RENEWAL 5000 BLUE BALATON LN, PARADISE Dn m: S'- 3 — 05 t;Pa n 3 _ 307/ CONT: BILL KIRBY DETACHED DECK �� EXPIRES:(p NEW 6 •S•0, 4 4� NOTES _ RESIDENTIAL ' X055=290=086 r ; I DIXON, JEFF 03-3071 b E Sir G��t/ PERMIT NO. 5000 BLUE BALATON LN, PARADISE- CONT: BILL KIRBY 0 57/ NEW DETACHED DECK PERMIT RENEWAL DATE: S --3-6S7 BP#�3o 7/ EXPIRES: i CHIC 7 Ga Ur✓ imJl". SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER E }&amu- bv-\ JOB FINALED (Date) Signature CHECKED BY i" r,. i i. F 1 PERMIT RENEWAL DATE: S --3-6S7 BP#�3o 7/ EXPIRES: i CHIC 7 Ga Ur✓ imJl". SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER E }&amu- bv-\ JOB FINALED (Date) Signature CHECKED BY J=OK, 0 = Not OK . = NotReadyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /".L'ft. / P Nat. or/ P' L "ft./ P LPG MISCELLANEOUS Date ; COVERS, CARPORTS, GARAGES (Plans) OK except #'s Zoning Requirements -Setbacks -Easements 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. 7. Well Clearance & Disconnect 7. 8. Utility Clearance 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Date � 2. Footings; Size -Spacing -Marriage Line Date f 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector . 7. Water and Sewer Connected -C/O to Grade -HD Approval - 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2.- Footings; Size -Spacing -Marriage Line 3. -Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer.Connected 8. , Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date. Card B-1 Date Card 671. Date Card 13-1 MISCELLANEOUS Date ; COVERS, CARPORTS, GARAGES (Plans) OK except #'s Zoning Requirements -Setbacks -Easements 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 Panel Date � Card B-1 Date Card B-1 Date f Card B Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- 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 Date 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/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 80. Insulation -Foam -Looked in Attic 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. Fire Sprinkler; Test 90. Glass Protection 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 Date 27. Romex Installed Close to Edge of Studs & C.J. Date 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Date 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI Comments at Final: 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral O Yes O No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. 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. Furnace -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 A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings' 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL Plans OK ex e t #'s , 64. Ekt. teps-Doer & Sidelight Protection -Landings 65. Smoke Detector - t 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes _ 83. Following Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: i -r.,,. -�-v-_,.�.:,'�..-.^ �'i;•�,ti--�.3--,..�._..iR'.>..-..vr.. r,-..r•.,...,ern.<a...r � .-- � ... r , ... , .. COUNTY .OF BU 7,E ' BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville,, CA • (530) 538-7541 CORRECTION NOTICE L'I X 0 h O:� D-/ 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 call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional ex-Vatio ase contact the Building Inspector as indicated below. orm CL AndA„ U Datef '3()- Qlo Inspector 0� REV 4/05 Phone # 6H FOR RE -INSPECTION CALL: 538-7636 OR 891-2834y . .-� ... s •- .. +.. -. ti.. -.-� .y-� - y.- -. .+ -. .. .. .. . !'-ice .. .. � -. 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 0L, 3 0 '71 ASSESSOR PARCEL NUMBERr� ("��� ZONING BUILDING PERMIT OWNER ff �^ _ r ELEDMONE SO. FT, OCC. BUILDING VALUATION . OWNERS MA117NG ADDRESS �� t:� � a ,.,1, l�f��r ��� '1 � �,�-i�.,�'`l r f.r l.^(1 j ' Z, C) CONTRACTOR'S NAAME r Y7 r TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ( f) f ,5, ot., ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 ARCHITECT OR ENGINEERS MAILING ADDRESS SUILDINGADDRESS Permit Fee $ Plan Checkin Fee Energy Plan Checking Fee $ $ J C (' $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME Won PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE ,�, , r) Y Ac SF ❑ Duplex ❑ Mobilehome ®, Other SPE.^.IFV Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 TYPE OF WORK New Q. Addition ❑ Remodel ❑ Utilities ❑Installation ❑ Other O. Describe Work: ti Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Feel 20.00 a00VR UE Main Service 2o0A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I herebyaffirm under penalty of perjury that I am exempt from the Contractors License P nY P I N P Law for the following reason: Qell�as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWEILNG OCCUP. OR ADONS. ( 8 ACC. BLDS. SO 3.5¢FT: NEW CONST. MULTI -OUTLET NON•RESID. �O 7.50 POWER APPARATus Ex. Occup. OUTLET OR FIXTURES SAL @ 1.50 Ex. Occup. FlXED APPLNS.OR ourL�s '(R Mo R 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier 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.) certify that in the performance of the work for which this permit is issued, I shall ❑TOTAL not employ any person in any manner so as to become subject to workers' compo Tsa�ion laws of California, and agree that if I should become subject to the workerscomRensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. �I X L. r7'!� / Date ,� Signaturfe oMpplicant - ClfOwner ❑ Contractor ❑ Agent— An An OSHA permit is required for excavations over 60" deep and demolition or construction,� of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. FEE $ d'' �EL " HAZ. ,,,... D. FEES IMP �r � FLOOD CDF+ PARCEL � 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. 13YI � l� ':�.�f�'' 1 Y_ Date _'5 .41Receipt PERMIT EXPIRES ON 45 ` 5 -©.,� Date No. - �/%) �.'?!�*7. G" �� / (� �� c�f�, �'" WHITE-D.D.S.-B.D. ' CANARY -ASSESSOR 'BINK -INSPECTOR GOLDENROD -APPLICANT I BALANCE OF FEES SHEET DATE: v PERMIT: ASSESSOR PARCEL # --�S- ' OWNER'S NAME: FEES: (Amount and Purpose): BALANCE OF FEES: $ CSA 87 (North Chico Spec.) $ WATER TENDER FEE $ BATTALION # THERM DRAINAGE FEE $ OTHER $ OTHER $ VALUATION - IF BALANCE OF FEES OR ADDITIONAL FEES: TOTAL VALUATION: $ ADDITIONAL VAL: $ (Check one) COUNTY CITY OF BIGGS (Check one) RESIDENTIAL COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive Oroville, California 95965 • Telephone (530) 538-75 1 PERMIT NO. (R x.12/96) APPLICATION AND PERMIT,lLr7I ASSESSOR PARCEL NUMBER ZONIN BUILDING PERMIT OWNER I • TELEPHONE t3 SO FT. OCC. BUILDING VALUATION • OWNERS MAILING ADOM0 TSi r "Gr co CONTRACTOR'S NAME TELEPHONE n CONTRACTOIft MAILING ADDRESS - CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ GD ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ do ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ SO BUILDING ADDRESS Q/�O uC V Energy Plan Checking Fee $ $ PERMIT FEE $ e'Cj LOT NO, .2 SUB 610N5 NAME _ 1 6 PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE 2 rl'yAC SF ❑ Duplex ❑ Mobilehome Ik 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 fiL Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other IID Describe Work: _� 1„ J fit_ & n p�� �B (°�� fin ��r' Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 600V OR LES Main Service ..OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Lathe following reason: Vtas owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A To 1000A 46.00 NEW CONST. DWELLING OCCUP. so OR ADONS. ( a ACC. S.3.5Q�: NON-RESD. ANCHOUTLET rrs 9G 7.50 POWER APPARATUS 8 SINGLE OUTLET CIR. EX. OCCU OUTLET OR FIXTURES BALL @';50 Ex. Occup. OFU( A= oREA� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE S WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation f one hundred dollars ($100) or less.) 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' C omp tion laws of California, and agree that if I should become subject to the worker ' c ensation provisions of section 3700 of the Labor Code, I shall forthwith omp with those provisions. ,— w{/ X Date � Signat a Applicant - Owner ❑ Contractor ❑ Agent An OS A p mit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE V TOTAL FEE $ 116.100 HA2. D. FE IMP O CD PARCEL PD 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. 11 42 ate PERMIT EXPIRES ON Date Receipt No. �O �. �o WHITE-D.D.S.-B.D. CANARY -ASSESSOR INK -INSPECTOR GOLDENROD -APPLICANT h f COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION r. 7 County Center Drive a Oroville, California 95965 • Telephone (530) 538-7 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT 41111111 ASSESSOR PARCEL NUMBER /'�vll;�7 /\^ /� CJ �•J ZONIA ling Fee 20.00 Filing BUILDING PERMIT O OWNER \r--� / v , V� T "E / d- SO. FT. OCC. BUILDING VALUATION Main Service M Ow NG DBEs 1 1 NEW CONST. OWELNG OCCUR NS. 8 ACC. SO `3.50FT. H @7,50 Oal NG ADD S �^ �� t I CON(7ZTORV!� (� �J CONSTRUCTION LENDER EX. Occup. OURET OR FIXUE Fireplace FDCED APP, OR ()CC,,[)_ EIC. ('CU Q. OUTLETSus(RESID.1 E0. LENDER'S MAKING ADDRESS Total Valuation is ARCHITECT OR ENGINEER LICENSE NO. Flin Fee $ 20'00 Permit Fee $ ARCHfTECT OR ENGINEERS MAILING ADDRESS Plan -Checking Fee , �O BULDINGADDRESS \L ..� _ i) q c -� Energy Plan Checking Fee $ jh PERMIT FEE S LOT NO. - SUBDN6Dy NAME ) 2 �p T �'^ PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 -Each 7 Q USEOFSTRUCTURE SF ❑ Duplex ❑ Mobllehome Other sPEC'F` 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 ❑ Uli66es ❑ Installation ❑, Other ❑ Q ,, Describe Work: /� `� " " , C Gas piping system 1 - 5 outlets 15.00 Building sewer 1 15.00 Mobile Home S G W @20.00 N 01 J^.) �C)AA'�a I C T,� PERMIT FEE S SHERIFF ELECTRICAL PERMIT ling Fee 20.00 Filing Main Service "OV 00" LEss =A OR LESS 23.00 OS 5S I l Sc� Vv �/ PERMIT FEE PAID $ Main Service 200A To 10. 46.00 NEW CONST. OWELNG OCCUR NS. 8 ACC. SO `3.50FT. N- G UTLE NON -RLS D. ONST.MULTFOUnET @7,50 PSO APPARATIgR 8 SMGLE OUTLET CI � bl 3 EX. Occup. OURET OR FIXUE 2@ 1.00 BAL @ .50 FDCED APP, OR ()CC,,[)_ EIC. ('CU Q. OUTLETSus(RESID.1 E0. 5.00 SRA $ SHERIFF $ `OTHER $ \C� Yom\ fV L�. IVT RECEIVED —AMOUNT $ � bl 3 DATE RECEIVED �TemporaryService 1 23.00 Mobile Home Facilities 1 20.00 Misc. Wirine 1 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 PERMIT FEL= S Mobile Home Installation Fee $ Energy Inspection Fee $ 44 OM =D CONST PE TO AL FEE $ HAZ. _ IM FLOOD CDf EL U 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. Date RECEIPT ## PERMIT EXPIRES ON Ll t. COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION :r 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET G± �a(A �0 OWNER: J \� O�. � � ASSESSOR PARCEL NUMBER V � 76 Proposed Building Use: r`�� ' v '_.�1�- C Counter Technician: 1 � Date: ems required in order to apply for a permit. All boxes MUST be checked OR marked NA in order Co apply. 1. Site plans, 3 or 4 sets, signed by the preparer of the plans, 1 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. -B'3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 7. Metal bidgs: (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. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate.... ❑ 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.......... ❑ 12. Hazardous Material Form ....................................................... ❑ 13. Fire Sprinklers...................................................................... ❑ 14. Agricultural Buffer clr and site plan apr from the Ag Commissioner ❑ 15. Other Date Received By .................... ' ...................... Sent by Rem ' Ing items needed to issue the permit. (May require additi Ian r view upon receipt of t o s.) 6. Fees as shown on the attached Schedule of Fees Due Sh ...... 0 O ' '7. Statement of Intent for Non -heated and A/C Buildings ............... n.... 18. Sanitation and site plan approval from the Environmental Health Department in ❑ 19. City of Chico Plumbing permit.....................................................................:.. ❑ 20. California Department of Forestry plan approval ❑ paid. Sent by: ❑ 21. Planning approval for (A) Use: PK(B)Parking: (C) Parcel Check: 10- 10- 0 0-❑ 22. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ 23. NPDES Form............................................................................................. ❑ 24. Encroachment Permit for driveway from the Public Works Dept ................................. ❑ 25. Pre -Inspection for required ................ ❑ 26. Contractor's license information. (Number, Name Style Classification) ...................... Worker's Compensation Carrier and Policy Numbe.............:.............................. 28. Owner -Builder Verification (❑ Given to owner, Mailed to owner) ..................... ❑ 29. Letter of Signature authorization.................................................................... ❑ 30. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 31: Manufactured home utility clearance............................................................... ❑ 32.xisting violations and/or expired permits......................................................... 71Gran Deed +i. Title/Statement of Facts, ❑Letter from Legal Owner, ❑ Check.to H.C.D. $ Other' When issued Tel phone 01 and hold for pickup. If 51-3111- I have been informed of the above items and requirements for obtaining a building permit. Applicant: . ? 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner was advised Eof the above data ❑ phone, ❑ mail, ❑ counter, by Date: �J Plans reviewed by: Date: o Plans approved by: Date: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division E.H. USE ONLY i Plot Plan AttscMd i - Moo.- Plan Attached Yey Sent to S.D. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance 0 r or SC)OO dl,,4e 1Uc,1�7or7 55-2 5") --0F-6 Owner Location AP# Plan Approved for: Sewage Disposal X Water Supply: Public Private Well Clearance for -dvm irrg. Other aleo/L Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist Date 8/96 O.B.- I 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: YES ❑ NO ❑ 2. I HAVE _❑ HAVE NOT ❑ signed an application for a building permit for the proposed work. 3.. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: CITY: PHONE: 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: PROPEIRTI'OWNER: SOCIAL SECURITY NEER: DATE:_ Sid 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 D.B.-1 I OWNER BUILDER INFORMATION 1 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 ofrecord 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. 0 If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to seveial 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. rely, Mic 1 C. Vi ira, C.B.O. M ger, Building Inspection NOTE. This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. OVER -i- r P� � CP 1D F -F d K ISS �oS� = 1502r� 1q x--72 6 o � C-Y�s C't NA/�LTl l — luo✓I�.- ScM sow �pc ��,C3 . P ,� d� c k 1 eft- S �tNGr s` /S C � � 7051 TI ve lkN FEVC- e-LL-' j��,ov � ✓I vl— (U�� � S L� S� w . ) ecl'iJ''�.��p�c'C1 �Z— cr - -b N— caS.LU SS �'—W�--t-b' osl�� �z b ep Ly r Pl l O1 Sc � S SC's `:; t M I � M " c2p�N — NtS2+� tPJ�NS I Cheri PROJECT PROCESSING RECORD Applicant: �� �GI lrla� x n Owner: A.P. M -29 © —0$ i� Permit Work Description: Date Description of Step or Status A�Z� . P6, 5 S), CLQ �� J!. . DECK CALCULATIONS Dixon Residence Paradise, CA Job Number: 03 - moi= UD 03-307 BUTTE COUNTY BUILDING DIVISION APPROVED 3/2304 J?*- December 16, 2003 Q�pF E SS/0- G. S/pNG \ No. 58201 �t * EXP.,06—)�-06 -U11V�'`'"'� OF CALF t BUTTE COUNTY MAR 17 2004 DEVELOPMENT SERVICES Russell, Gallaway Associates 7 sierra Nevada Court Chico, California 95928 (530) 342-0302 fax 342-1882 www.rga-chico.com BUILDING DEPT. COPY STRUCTURAL CALCULATIONS Table of Contents CALCULATIONS PAGE Gravity Member Design 1-9 Lateral Analysis 10-12 Foundation Design' 13 'JOB piwrr pEck JOB NO. DATE IZ/l o / o3 CALCULATION OF G, r� Av. rY E/pl r-fAP COMPANY PROJECT Z Russell, Gallaway Associates Dixon Deck 0 WoodWorks® 7 Sierra Nevada Court Deck Joist.wwb Chico, CA 96928 SOFMAREFOR WOODDESICN (530) 342-0302 Design Check Calculation Sheet Sizer 2002a LOADS: ( lbs, psf, or plf ) Load Type Distribution Magnitude Location [ft] Pattern fv @d = 66 320 Total Start End Start End Load? Loadl Dead Full Area 10.00 (24.0)* 1.0 No Load2 Constr. Full Area 40.00 (24.0)* 0.53 = L/180 No MAXIMUM REQ -::TIOI;S (lbs) and BEARING LENGTHS (in): a u 8' Dead 88 Design Value 88 Live 320 fv @d = 66 320 Total 408 Bending(+) 408 Bearing: fb/Fb' = 0.77 1.00 Live Defl'n 1.0 0.27 = L/360 1.0 Length Lumber -soft, D.Fir-L, No.2, 2x6" Spaced at 24" c/c; Self Weight of 1.96 plf automatically included in loads; Lateral support: top= full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); Load combinations: ICC -IBC; SECTION vs. DESIGN CODE NDS -1997: I stress=osi. and in Criterion Analysis Value Design Value Analysis/Design FACTORS: F CD Shear fv @d = 66 Fv' = 119 fv/Fv' = 0.55 1.00 Bending(+) fb = 1294 Fb' = 1682 fb/Fb' = 0.77 1.00 Live Defl'n 0.22 = L/433 0.27 = L/360 0.83 - Total Defl'n 0.31 = L/306 0.53 = L/180 0.59 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 900 1.25 1.00 1.00 1.000 1.30 1.000 1.00 1.15 2 FV, = 95 1.25 1.00 1.00 2 Fcp'= 625 1.00 1.00 - E' = 1.6 million 1.00 1.00 2 Bending(+): LC# 2 = D+C, M = 816 lbs -ft Shear : LC# 2 = D+C, V = 408, V@d = 361 lbs Deflection: LC# 2 = D+C EI= 33.27e06 lb-in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. COMPANY PROJECT 3 Russell, Gallaway Associates Dixon Deck WoodWorks® 7 Sierra Nevada Court Deck Beam 01.wwb Chico, CA 96928 SOFYWARf FOR WOOD DISIOV (530)342-0302 Design Check Calculation Sheet Sizer 2002a I LOADS: ( lbs, psf, or plf ) Load Type Distribution Magnitude Location [ft] Pattern Shear 978 Total Start End Start End Load? Loadl Dead Full Area 10.00 (3.25)* 1.0 No Load2 Constr. Full Area 40.00 (3.30)* L/360 No Load3 Dead Partial Area 10.00 (4.50)* 4.00 7.50 No Load4 Constr. Partial Area 40.00 (4.50)* 4.00 7.50 No MAXIMUM REI U IL1'f� :TIONS (Ibs) and BEARING LENGTHS (in) : h 1 cwr- r +.d _ _ ,.'"t�''. - 1 Fsa a., .. a-.. _ t, �'w°°f i .s . rf• _ .at. � - F F. 7' C. Dead 181 Value 265 Live 642 Shear 978 Total 823 119 1243 Bearing: fb = 765 Fb' = 1.0 fb/Fb' = 0.52 1.0 Length Lumber -soft, D.Fir-L, No.2, 4x8" Self Weight of 6.03 plf automatically included in loads; Lateral support: top= full, bottom= at supports; Load combinations: ICC -IBC; SECTION vs. DESIGN CODE NDS -1997: ( stress=nsi_ and in I Criterion Analysis Value Design Value Analysis/Design Shear fv @d = 58 Fv' = 119 fv/Fv' = 0.49 Bending(+) fb = 765 Fb' = 1462 fb/Fb' = 0.52 Live Defl'n 0.09 = <L/999 0.25 = L/360 0.34 Total Defl'n 0.12 = L/748 0.50 = L/180 0.24 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF Cv Cfu Cr LC# Fb'+= 900 1.25 1.00 1.00 1.000 1.30 1.000 1.00 1.00 2 Fv' = 95 1.25 1.00 1.00 2 Fcp'= 625 1.00 1.00 E' = 1.6 million 1.00 1.00 2 Bending(+): LC# 2 = D+C, M = 1954 lbs -ft Shear : LC# 2 = D+C, V = 1221, V@d = 989 lbs Deflection: LC# 2 = D+C EI= 177.83e06 lb-ir_2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. COMPANY PROJECT VI Russell, Gallaway Associates Dixon Deck "I 0 WoodWorks' 7 Sierra Nevada Court Deck Beam 02.wwb Chico, CA 96928 �----� SOFEN'ARE FOR WOOD DESIGN (530) 342-0302 Design Check Calculation Sheet Sizer 2002a LOADS: ( lbs, psf, or plf ) Load Type Distribution Magnitude Location [ft] Pattern fv @d = 62 1200 Total Start End Start End Load? Loadl Dead Full UDL 50.0 Length No Load2 Constr. Full UDL 200.0 0.80 = L/180 No MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : V 12' Dead 346 Design Value 346 Live 1200 fv @d = 62 1200 Total 1546 Bending(+) 1546 Bearing: . 1.0 1.00 1.0 Length Lumber -soft, D.Fir-L, No.2, 4x10"" Self Weight of 7.69 plf automatically included in loads; Lateral support: top= full, bottom= at supports; Load combinations: ICC -IBC; SECTION vs. DESIGN CODE NDS -1997.1 stress=nsi_ and in Criterion Analysis Value Design Value Analysis/Design FACTORS: F CD Shear fv @d = 62 Fv' = 119 fv/Fv' = 0.53 1.00 Bending(+) fb = 1115 Fb' = 1350 fb/Fb' = 0.83 1.00 Live Defl'n 0.25 = L/569 0.40 = L/360 0.63 - Total Defl'n 0.36 = L/397 0.80 = L/180 0.45 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 900 1.25 1.00 1.00 1.000 1.20 1.000 1.00 1.00 2 Fv' = 95 1.25 1.00 1.00 2 Fcp'= 625 1.00 1.00 - E' = 1.6 million 1.00 1.00 2 Bending(+): LC# 2 = D+C, M = 4638 lbs -ft Shear : LC# 2 = D+C, V = 1546, V@d = 1348 lbs Deflection: LC# 2 = D+C EI= 369.34e06 lb-in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. COMPANY PROJECT Russell, Gallaway Associates Dixon Deck WoodWorks® 7 Sierra Nevada Court Deck Beam 03.wwb Chico, CA 96928 SOFTWARE FOR WOOD DEMN (530) 342-0302 Design Check Calculation Sheet Sizer 2002a LOADS: ( lbs, psf, or plf ) Load Type Distribution Magnitude Location [ft] Pattern ,f •F C1..+_4y�•#,v'�!FL- t~ y. ••�-�,j4 �- i_, �`�' �.. Start End Start End Load? Loadl Dead Partial UDL 50.0 50.0 0.00 3.00 No Load2 Constr. Partial UDL 200.0 200.0 0.00 3.00 No Load3 Dead Partial UDL 65.0 65.0 3.00 11.00 No Load4 Constr. Partial UDL 260.0 260.0 3.00 11.00 No MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (inl +�4 5.y *y Fw t VY 1�ti !f""`�.. �( M - L•Y•, # �•` !�`J�T1' Vi=i ,f •F C1..+_4y�•#,v'�!FL- t~ y. ••�-�,j4 �- i_, �`�' �.. 1635 v„+{.a; �3.R.. Y -. �t f}If.. il, 's! y.= Bearing: _ _.iOJ _ _ 1.0 .:Y ,�rg_:_Y S ,f V 11' Dead 361 Value 394 Live 1275 Shear. 1405 Total 1635 119 1799 Bearing: 1.0 1170 1.0 Length Lumber -soft, D.Fir-L, No.2, 4x10" Self Weight of 7.69 plf automatically included in loads; Lateral support: top= full, bottom= at supports; Load combinations: ICC -IBC; SECTION vs. DESIGN CODE NDS -1997: (stress=osi. and in 1 Criterion Analysis Value Design Value Analysis/Design Shear. fv @d = 70 PV' = 119 fv/Fv' = 0.59 Bending(+) fb = 1170 Fb' = 1350 fb/Fb' = 0.87 Live Defl'n 0.22 = L/592 0.37 = L/360 0.61 Total Defl'n 0.32 = L/416 0.73 = L/180 0.43 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 900 1.25 1.00 1.00 1.000 1.20 1.000 1.00 1.00 2 Fv' = 95 1.25 1.00 1.00 2 Fcp'= 625 1.00 1.00 - E' = 1.6 million 1.00 1.00 2 Bending(+): LC# 2 = D+C, M = 4865 lbs -ft Shear : LC# 2 = D+C, V = 1757, V@d = 1512 lbs Deflection: LC# 2 = D+C EI= 369.34e06 lb -int Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. Dead COMPANY PROJECT 563 WoodWorks® Russell, Gallaway Associates 7 Sierra Nevada Court Dixon Deck Deck Beam 04.wwb 1800 Total Chico, CA 96928 Start End Load? SOFTWARE FOR WOOD DESIGN (530) 342-0302 Full UDL 60.0 Design Check Calculation Sheet No Sizer 2002a Constr. LOADS: ( lbs, psf, or plf ) 240.0 Load Type Distribution Magnitude Location [ft] Pattern No Total Defl'n 0.44 = L/406 1.00 = L/180 0.44 MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : 00119 0 15' Timber -soft, D.Fir-L, No.2, 6x12" Self Weight of 15.02 plf automatically included in loads; Lateral support: top= full, bottom= at supports; Load combinations: ICC -IBC; SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and in) ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 875 1.25 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 FV, = 85 1.25 1.00 1.00 2 Fcp'= 625 1.00 1.00 - E' = 1.3 million 1.00 1.00 2 Bending(+): LC# 2 = D+C, M = 8860 lbs -ft Shear : LC# 2 = D+C, V = 2363, V@d = 2061 lbs Deflection: LC# 2 = D+C EI= 906.17e06 lb-in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. Dead 563 Value 563 Live 1800 Shear 1800 Total Start End Start End Load? Loadl Dead Full UDL 60.0 Length No Load2 Constr. Full UDL 240.0 L/360 No Dead 563 Value 563 Live 1800 Shear 1800 Total 2363 106 2363 Bearing: 1.0 877 1.0 Length Criterion Analysis Value Design Value Anal sis/Design Shear fv @d = 49 Fv' = 106 fv/Fv' = 0.46 Bending(+) fb = 877 Fb' = 1094 fb/Fb' = 0.80 Live Defl'n 0.30 = L/596 0.50 = L/360 0.60 Total Defl'n 0.44 = L/406 1.00 = L/180 0.44 COMPANY PROJECT % Russell, Gallaway Associates Dixon Deck WOOCI Wo r ks® 7 Sierra Nevada Court Deck Beam 05.wwb Chico, CA 96928 ..r SOFMANE FOR WOOD DESfcn• (530)342-0302 Design Check Calculation Sheet Sizer 2002a LOADS: ( lbs, psf, or plf ) Load Type Distribution Magnitude Location [ft] Pattern fv @d = 62 975 Total Start End Start End Load? Loadl Dead Full Area 10.00 (6.50)* Length No Load2 Constr. Full Area 40.00 (6.50)* 0.50 = L/180 No _ILIVULaiy wiuLii ILLJ MAXIMUM REACTIONS 0' and BEARING LENGTHS (in) : 7' -6 - Dead 266 Design Value 266 Live 975 fv @d = 62 975 Total 1241 Bending(+) 1241 Bearing: 1.0 1.00 1.0 Length Lumber -soft, D.Fir-L, No.2, 4x8" / Self Weight of 6.03 plf automatically included in loads; Lateral support: top= full, bottom= at supports; Load combinations: ICC -IBC; SECTION vs. DESIGN CODE NDS -1997: (stress=psi. and in) Criterion Value Design Value Analysis/Design FACTORS: F CD -Analysis Shear fv @d = 62 Fv' = 119 fv/Fv' = 0.52 1.00 Bending(+) fb = 911 Fb' = 1462 fb/Fb' = 0.62 1.00 Live Defl'n 0.10 = L/864 0.25 = L/360 0.42 - Total Defl'n 0.15 = L/613 0.50 = L/180 0.29 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 900 1.25 1.00 1.00 1.000 1.30 1.000 1.00 1.00 2 FV, = 95 1.25 1.00 1.00 2 Fcp'= 625 1.00 1.00 - E' = 1.6 million 1.00 1.00 2 Bending(+): LC# 2 = D+C, M = 2328 lbs -ft Shear : LC# 2 = D+C, V = 1241, V@d = 1041 lbs Deflection: LC# 2 = D+C EI= 177.83e06 lb-in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. COMPANY PROJECT v0 Russell, Gallaway Associates Dixon Deck WoodWorks® 7 Sierra Nevada Court Deck Beam 06.wwb Chico, CA 96928 SOFTWARE MR WOOD DESIGN (530) 342-0302 Design Check Calculation Sheet Sizer 2002a LOADS: ( lbs, psf, or plf ) Load Type Distribution Magnitude Location [ft) Pattern Shear 675 Total Start End Start End Load? Loadl Dead Full Area 10.00 (4.50)* Length No Load2 Constr. Full Area 40.00 (4.50)* L/360 No aiiu.1-Y vviu,..II %iUj MAXIMUM REJ u w`''� k ��, �',a��"i".�,�e'�. '".,��-�ii�n. �:s.�, r+er,�'�t k'f�s.1� ✓u res .'£^.et�t. _r%Y''+"� r��: �.w ��t'_. � a 4 i ° `+ �T rt� -" a. Dead 186 Value 186 Live 675 Shear 675 Total 861 119 861 Bearing: 1.0 1098 1.0 Length Lumber -soft, D.Fir-L, No.2, 4x6" / Self Weight of 4.57 plf automatically included in loads; Lateral support: top= full, bottom= at supports; Load combinations: ICC -IBC; SECTION vs. DESIGN CODE NDS -1997: ( stress=asi. and in Criterion Analysis Value Design Value Analysis/Design Shear fv @d = 59 Fv' = 119 fv/Fv' = 0.50 Bending(+) fb = 1098 Fb' = 1462 fb/Fb' = 0.75 Live Defl'n 0.17 = L/545 0.25 = L/360 0.66 Total Defl'n 0.23 = L/385 0.50 = L/180 0.47 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 900 1.25 1.00 1.00 1.000 1.30 1.000 1.00 1.00 2 FV, = 95 1.25 1.00 1.00 2 Fcp'= 625 1.00 1.00 - E' = 1.6 million 1.00 1.00 2 Bending(+): LC# 2 = D+C, M = 1614 lbs -ft Shear : LC# 2 = D+C, V = 861, V@d = 756 lbs Deflection: LC# 2 = D+C EI= 77.64e06 lb-in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. COMPANY PROJECT 9 Russell, Gallaway Associates Dixon Deck Wood Wo r ks® 7 Sierra Nevada Court Deck Beam 07.wwb Chico, CA 96928 SOFMAREFOR WOOD DESICN (530) 342-0302 Design Check Calculation Sheet Sizer 2002a LOADS: ( lbs, psf, or plf ) Load Type Distribution Magnitude Location [ft] Pattern Total 923 1197 Start End Start End Load? Loadl Dead Full Area 10.00 (2.00)* 1462 No Load2 Constr. Full Area 40.00 (2.00)* L/360 No Load3 Dead Partial Area 10.00 (2.25)* 3.50 11.50 No Load4 Constr. Partial Area 40.00 (2.25)* 3.50 11.50 No MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (int M'h.c .+sa+� 4`� +w' r�t r- i-cr•Ari f a ' +xa { �' ! RI "uia"+.3.Yi e � � �°"�� k� i�.� �St R.�!"�'���4 � ...�n� �.3ra+ f�`s3 � �!''�': , FrL � a •"a.:_'" i, '� � � sTi�'.ai "'+�S V Dead 212 267 Live 710 930 Total 923 1197 Bearing: 119 fv/Fv' = 0.52 1.0 1.0 Length Lumber -soft, D.Fir-L, No.2, 4x8" ' Self Weight of 6.03 pif automatically included in loads; Lateral support: top= full, bottom= at supports; Load combinations: ICC -IBC; SECTION vs. DESIGN CODE NDS -1997: ( stress=osi_ and in I Criterion Analysis Value Design Value Analysis/Design Shear fv @d = 61 Fv' = 119 fv/Fv' = 0.52 Bending(+) fb = 1282 Fb' = 1462 fb/Fb' = 0.88 Live Defl'n 0.33 = L/412 0.38 = L/360 0.87 Total Defl'n 0.48 = L/287 0.77 = L/180 0.63 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 900 1.25 1.00 1.00 1.000 1.30 1.000 1.00 1.00 2 FV. = 95 1.25 1.00 1.00 2 Fcp'= 625 1.00 1.00 _ E' = 1.6 million 1.00 1.00 2 Bending(+): LC# 2 = D+C, M = 3276 lbs -ft Shear : LC# 2 = D+C, V = 1162, V@d = 1037 lbs Deflection: LC# 2 = D+C EI= 177.83e06 lb -int Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. Serenity - Dixon Deck BC Job No. 03- 12/9/2003 LATER,4L DESIGN FORCES , ,. Z. SMIC LOADS: ---- ZONE = Zone 3 MPH qs IMPORTANCE FACTOR = Standard Occupancy = 1:3 BASIC LOAD COMBO FOR ALLOW STRESS DESIGN (30-1) E = p Eh + E„ = 1.0 Eh D + E/1.4 = V/1.4 0.117 SITE DATA BASIC LATERAL SYSTEM = All other Buildings Cs -25 Ft.< h< 30 Ft. MAX. OVERALL HEIGHT (h„) = ,.1&0_ _.. FT. T = Ct (h„ )314 = 0.175 Eq. (30-8) DISTANCE TO SOURCE (Ne) = >=10km _ DISTANCE TO SOURCE (N„) = >=15km _ SEISMIC SOURCE TYPE = B Table 16-b SOIL PROFILE TYPE = So • Table 16-J SEISMIC COEFFICIENT - Ca = 0.36 SEISMIC COEFFICIENT - C„ = 0.54 1.00 1.00 WIND LOADS: ---- Structural System #1 DESIGN WIND VELOCITY = 175 MPH MPH qs = 14.4 PSF Cq = 1:3 C - h<15 Ft. . = 1.06 0.401 W Cs -15 Ft.< h< 20 Ft. = 1.13 0.117 Cs -20 Ft.< h< 25 Ft. = 1.19 0.117 W Cs -25 Ft.< h< 30 Ft. = 1.23 Cs -30 Ft.< h< 40 Ft. = 1.31 EXPOSURE C IMPORTANCE FACTOR = 1 P = C. Cq qs IW (0-15 Ft.) = 19.8 PSF P = CB Cq qs IW (15-20 Ft.) = 21.2 PSF P = Ce Cq % IN, (20-25 Ft.) = 22.3 PSF P = Ce Cq qs IW, (25-30 Ft.) = 23.0 PSF P = C. Cq qs IW (30-40 Ft.) = 24.5 PSF -_.—STRUCTURAL'SYSTEMS.TABLE 16=N' ---- Structural System #1 N/S E/W Lateral Force Resisting Sys (R) = wood Structural Panus Wood Structural Panels N/S Governs E/W Governs Structural System #1 V=(CVIIN) 1(1.4RT) = 0.401 W 0.401 W (But Need Not Exceed) 0.117 0.117 V = 2.5 (Ca I W) 1 (1.4 R)= 0.117 W 0.117 W O Russell, Gallaway Associates Structural Engineering JOB Dix(m r>f-ci.c JOB NO. DATE )zllolo-3 CALCULATION OF PAGE NO. ENGINEER r-ze- 13' ... ..... . .. . .... ... .... .... ... .... ....... 13! . . ....... ... ... ..... .... ... ... .. ... .... ... ... ... .... ......... .... .. . ... ... ....... . ... . ...... ... ...... .. . ...... . ....... . .... .... ... .. ... .... ... ... . .. .... ....... ... ... .. ... ...... . .... ... .... .. ... ..... ... .... .... . .... . .... ... ... . . .... .... 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I .... .... ...... ......... . ........ .... .... ... ...... ... .... ... ... .... .... .... .. .. . .... .... . . ........... . ... ........ ... ... .... ... ... .... ........ .. .... .... ..... .... .... .... ........ ... ... . . . ... .... .. ......... .... ... - .... ... .... ..... .. . .... .... ... ... ... ... .... .... .... .. ... ... .... ... . .. ... .. ... . . . . .... ............. .. ... . . ... ....... ... ........ ....... .... .... ... .... . . .... ... ... ... .... . . ... .. ....... 7 iff .. . ... ....... ... .... ... .... ... ... ...... ... ... .... ... ... ...... ... .. ... .. .... ...... ... ..... ........ .. .... .. . .. .. ... . X ........ ........ . ............ .... ... .. ... ... .... ........ ... . .... ... .... .... ... ... .... ... ... ....... ... ....... ..... . .. ........ 51 ... .. .. . .. ... . ....... ..... ... .... .... . . ...... ... ----------- 611 Old lli�): )IS 4' : 1 .... ... .. .. ,1 18q!, 6! .. ... .... ... .. .......... �e 6., f) -7:3,/! ....... . .... .. . . . ...... Tc... ... ...... ....... ... .4z ........... .. ........... ....... ......... ....... .... . ... . ...... .. ........ JOB JOB NO. DATE iz//o/o3 CALCULATION OF 19 PAGE NO. /Z ENGINEER f3C from the design desk of.... JOB PAGE NO. Z A JOB NO. ENGINEER f3 L DATE 3,/ 41 CALCULATION OF aNNFCT ea N o F TTS 4c -r" rl, ♦ Foot2000 ver. 1.0, Copyright m 1999-2000 Spyder Software 12/16/2003 1:57:37 PM 3 Company Info Project Info Russell Gallaway Associates Project: Dixon Deck 7 Sierra Nevada Court Location: Chico, CA, 95928 1 , Phone: (530) 342-0302 JClient: Fax: (530) 342-1882 JJob No.: 03- E -mail: doctord@rga-chico.comFooting Id: F1 FOUNDATION PARAMETERS Concrete Ultimate Compressive Strength, V c ........................ 2.00 ksi Concrete Type ...................................................... HardRock Concrete Cover ..................................................... 3.0 in. Steel Ultimate Strength, Fy........................................ 60.0 ksi Column Size ........................................................ 6.00 in. by 6.00 in. Gravity Only Soil Bearing Strength ................................. 1.5 ksf Footing Width ...................................................... 1.75 ft. Footing Length ..................................................... 1.75 ft. Footing Depth ...................................................... 12.00 in. Punching Shear Stress .............................................. 7.54 psi Beam Shear Stress .................................................. n/a psi Reinforcing Standards per .......................................... ASTM -A615 Longitudinal Bottom Reinforcement Required for Strength ............ .00 int Transverse Bottom Reinforcement Required for Strength .............. .00 inl Gravity Only Soil Bearing ................. ....................... 1.4 ksf LOADING PARAMETERS - ACI LOAD CASES CONSIDERED: 1.4D + 1.71, UNFACTORED LOADS: Load Case FY, (kips) MX, (ft -kips) MZ, (ft -kips) Dead Load 0.96 0.00 0.00 Live Load 3.20 0.00 0.00 COMPANY PROJECT ]� Russell, Gallaway Associates Dixon Deck ) Wood Wo r ks® Sierra Nevada Court Deck Post 01.wwc Chico, CA 96928 SOFTWARE FOR WOOD DESIGN (530) 342-0302 Design Check Calculation Sheet Sizer 2002a LOADS: ( lbs, psf, or plf ) Load Type Distribution Magnitude Location [ft] Pattern Shear fv @d = 10 Start End Start End Load? Loadl Dead Axial 909 (Eccentricity = 0.00 in) 2160 Load2 Constr. Axial 3000 (Eccentricity = 0.00 in) Fc' = Load3 Wind Full UDL 10.0 fg = No MAXIMUM REACTIONS (lbs): Ll CA 0' 17' Dead Live85 85 Total 85 85 Lumber Post, D.Fir-L, No.2, 4x4" Self Weight of 2.91 plf automatically included in loads; Pinned base; Loadface = width(b); Ke x Lb: 1.00 x 6.00= 6.00 [ft]; Ke x Ld: 1.00 x 6.00= 6.00 [ft]; Lateral support: top = Lb, bottom = Lb; Load combinations: ICC -IBC; SECTION vs. DESIGN CODE NDS -1997: ( stress=osi. and in Criterion Analysis Value Design Value Analysis/Design Shear fv @d = 10 Fv' = 152 fv/Fv' = 0.07 Bending(+) fb = 607 Fb' = 2160 fb/Fb' = 0.28 Axial fc = 323 Fc' = 952 fc/Fc' = 0.34 Axial Bearing fg = 323 Fg' = 2525 fg/Fg' = 0.13 Combined (axial compression + side load bending) Eq.3.9-3 = 0.34 Live Defl'n 0.94 = L/217 1.13 = L/180 0.83 Total Defl'n 0.94 = L/217 1.13 = L/180 0.83 ADDITIONAL DATA: FACTORS: F CD CM Ct Fb'+= 900 1.60 1.00 1.00 Fv' = 95 1.60 1.00 1.00 Fcp'= 625 1.00 1.00 Fc' = 1350 1.25 1.00 1.00 Fc' = 1350 1.60 --combined comp E' = 1.6 million 1.00 1.00 Fg' = 2020 1.25 1.00 CL CF CV Cfu Cr 1.000 1.50 1.000 1.00 1.00 1.15 (Cp = 0.491) + bending-- (Cp = 0.403) Bending(+): LC# 4 = .6D+W, M = 361 lbs -ft Shear : LC# 4 = .6D+W, V = 85, V@d = 83 lbs Deflection: LC# 4 = .6D+W EI= 20.01e06 lb-in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. Axial LC# 2 = D+C, P = 3958 lbs Combined LC# 3 = D+.75(C+W), CD= 1.60 (1 - fc/FcE) = 0.77 (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. LC# 4 4 QgjpFESS1 a 4 2 -`� c N0. C58201 L3 rn DECK CALCULATIONS Dixon Residence Paradise, CA Job. Number: 03- December 16, 2003 �O �QRpFGSS/pN'`. ' q 4 O r Z w O No. 58201 r rmi * EXP. 06- • 0,6 yam% TF OF CAL `E 0 r Russell, Gallaway Associates 7 sierra Nevada Court Chico, California 95928 (530) 342-0302 fax 342-1882 www.rga-chico.com BUTTE COUNTY 03 _3 COUNTY' BUTTE C MAR 17 2004 j3UILDINO DIVISION DEVELOPMENT APPROVED SERVICES STRUCTURAL CALCULATIONS Table of Contents CALCULATIONS PAGE Gravity Member Design 1-9 Lateral Analysis 10-12 Foundation Design 13 f i I JOB rplyor4 p ec t< JOB NO. DATE IZ/io/c-3 CALCULATION OF cr�4v, 7-r from the design desk of PAGE NO. • ENGINEER F12, 11-f A p .. ....... ... 6 . ............ ... ... ....... . ... ............. .. .... .... ............. . ... .... .. .. . .... .. .... .. . . .... .... LL... ... .... ... ....... . .. .......... ...... . .. . 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DC-ck REAM rl ... ... .... ... .. ... ... ....... ... ... ........ .......... ... .... .... ... .... . .... .... . . . ... ... ... .... .. . ....... ... ! .. . . .. . .... . .... ........ .... ...... .. ... ... .... . ... ... ... . ..... . ....... . . ... .... .... . . ....... . . . . .... .... .. ........ .... ... ......... .... .. . .... ... ... ... .... -(3 E-4 ...... ... .... ... ... . .. ... .... . .... ... .. ... .... ... .... ... ... . . .... ... ....... ... .. ... ....... . .... ... .... ... ... ... ... ... .... .... .... ... . .. . .. .... .... .... ... ............. .... . ....... ... .. .. . ...... . ....... . .... .. ... .... ... ... ... . ... ........ .... . . .... .... .. .. . .... ... .. ... .. ... ... ... ....................... . . .. .... ... . .. .. ........ .... ....... ... . ..... . ... ................ ... .......... .. ........ .. ._...._..i.............._!..... . . .... . .... .... . ......... ..... .... ......... . . . . . . . . . . . . . . . . ... ... ... ... ..... ... .. . ......... .. .. ....... . ... . . .. ..... ... ... .... .... .. . . . ... ......... .... ........... ...... .... . .... . .. .. ... ....... ... .... . .. . . .... .... .... ... ....... .... .... .... .......... .. . ... . ... . .... .. ... .... . . . . . . . . . . . . . . . . . ... ........ . . .... ............. IS ... . .......... ...... .... 4 - .... ... .... . . .... . .... ... .... ..... .... ........ ... .. ... ... .... .... ... ... .. ........... .. . . ... .... .... . ....... ... .... .. .... .... .... .... . . .... .. .. . .... .... . .... .... ... ......... . . .... ... .... .... ... .. . .... .... .... ........ .. ....... ... . . ... ....... . .. ... ... ... ... ... ............ ........ .... . . ... .. .... . . ......... ...... .... ... ... ...... .. ...... ... ... . .. .......... . .... .... ... ... ... ... ... . ... ....... .... ... .... .... .. .. . .... .... ... .. .... .... .... . .... .... .. .. .. .. .. ... . ..... .... .... . . . .... .... .... .... ........ . .. .... .... .. ........ .... .. ...... . .... .. . .. . ... ... ... .... ...... ... ... .... .. . .............. . ... ... .... ....... .... .... ... .. .... .... . . .... ........... ... .... ... .... ...... ... .... .... .... ............. .. ............ . . . . . .. . . . ...... ..... ......... i ._..._.-....:_............i . ... .... ... ...... ... . .... .... ... . .... ... .... ...... .... ... ............ . . . . . . . . . . .... . .. .... .. .. .. ... ...... ...... .... ... ... . .. .... ... .... ... .... .. .... .. .. . ....... . . . . . . . . . . . . . . . . . . .... .... ... . .. . ... .... . . ... ... ... ... ... . J .. ........... . . . ...... . . . . . . . . .. ... .... ... . .. . ......... ... .......... . . . . . . . . ... ... ... .... ........ ... .... ....... ... ... . . .... .. .. ... .... ... .. . ... .... ... ... ....... . ............... ... . . . .... ... .. . . . . . ... ..... ........ ........ .... . .... ... .... ... .... .... ... ........... . ... ... ... . . ........ .. .. .... ... .. .... ... .... .... . . .... ... ... . . ... ... COMPANY PROJECT Z Russell, Gallaway Associates Dixon Deck WoodWorks® 7 Sierra Nevada Court Deck Joist.wwb Chico, CA 96928 SOFTWARE FOR WOOD DESIGN (530) 342-0302 Design Check Calculation Sheet Sizer 2002a LOADS: ( lbs, psf, or plf ) Load Type Distribution Magnitude Location (ft] Pattern fv @d = 66 88 Total Start End Start End Load? Loadl Dead Full Area 10.00 (24.0)* 1.0 No Load2 im..�L..�_�_ Constr. r.r_��L Full Area ,__• 40.00 (24.0)* 0.53 = L/180 No MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS 0. Dead 88 Design Value v Live 320 fv @d = 66 88 Total 408 Bending(+) 320 Bearing: fb/Fb' = 0.77 1.00 408 1.0 0.27 = L/360 0.83 Length Total Defl'n 0.31 = L/306 0.53 = L/180 1.0 Lumber -soft, D.Fir-L, No.2, 2x6" Spaced at 24" ctc; Self Weight of 1.96 plf automatically included in loads; Lateral support: top= full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); Load combinations: ICC -IBC; SECTION vs. DESIGN CODE NDS -1997: I stress=osi_ and in I Criterion -Analysis Value Design Value Analysis/Design FACTORS: F CD Shear fv @d = 66 FV' = 119 fv/Fv' = 0.55 1.00 Bending(+) fb = 1294 Fb' = 1682 fb/Fb' = 0.77 1.00 Live Defl'n 0.22 = L/433 0.27 = L/360 0.83 _ Total Defl'n 0.31 = L/306 0.53 = L/180 0.59 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 900 1.25 1.00 1.00 1.000 1.30 1.000 1.00 1.15 2 Fv' = 95 1.25 1.00 1.00 2 Fcp'= 625 1.00 1.00 _ E' = 1.6 million 1.00 1.00 2 Bending(+): LC# 2 = D+C, M = 816 lbs -ft Shear : LC# 2 = D+C, V = 408, V@d = 361 lbs Deflection: LC# 2 = D+C EI= 33.27e06 lb-in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. COMPANY PROJECT 3 Russell, Gallaway Associates Dixon Deck WoodWorks® 7 Sierra Nevada Court Deck Beam 01.wwb Chico, CA 96928 SOFTWARE FOR WOOD DESIGN (530) 342-0302 Design Check Calculation Sheet Sizer 2002a LOADS: ( lbs, psf, or plf ) Load Type Distribution Magnitude Location [ft) Pattern fv @d = 58 978 Total Start End Start End Load? Loadl Dead Full Area 10.00 (3.25)* Length No Load2 Constr. Full Area 40.00 (3.30)* 0.50 = L/180 No Load3 Dead Partial Area 10.00 (4.50)* 4.00 7.50 No Load4 Constr. Partial Area 40.00 (4.50)* 4.00 7.50 No MAXIMUM REQ CTIORS Yb '� -�+ '.:: .'t „-o,. y.') ;y+�,i, t+ • 1, k �y�- / r e -pill•) $ s s I .ij [ yt' F" a �+' y r is �.k..,�j` OZ. jr_l�V f :.., 1�I�i'e, '" •Sy+t.:y U 7' C.. Dead 181 Design Value 265 Live 642 fv @d = 58 978 Total 823 Bending(+) 1243 Bearing: 1.0 1.00 1.0 Length Lumber -soft, D.Fir-L, No.2, 4x8" Self Weight of 6.03 plf automatically included in loads; Lateral support: top= full, bottom= at supports; Load combinations: ICC -IBC; SECTION vs. DESIGN CODE NDS -1997: ( stress=ost. and in ) Criterion -Analysis Value Design Value Analysis/Design FACTORS: F CD Shear fv @d = 58 Fv' = 119 fv/Fv' = 0.49 1.00 Bending(+) fb = 765 Fb' = 1462 fb/Fb' = 0.52 1.00 Live Defl'n 0.09 = <L/999 0.25 = L/360 0.34 - Total Defl'n 0.12 = L/748 0.50 = L/180 0.24 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF Cv Cfu Cr LC# Fb'+= 900 1.25 1.00 1.00 1.000 1.30 1.000 1.00 1.00 2 Fv' = 95 1.25 1.00 1.00 2 Fcp'= 625 1.00 1.00 - E' = 1.6 million 1.00 1.00 2 Bending(+): LC# 2 = D+C, M = 1954 lbs -ft Shear : LC# 2 = D+C, V = 1221, V@d = 989 lbs Deflection: LC# 2 = D+C EI= 177.83e06 lb -int Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=constriction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. COMPANY PROJECT /1 Russell, Gallaway Associates Dixon Deck "t WoodWorks® 7 Sierra Nevada Court Deck Beam 02.wwb Chico, CA 96928 SOFrWARf FOR WOOD DESIGN (530) 342-0302 Design Check Calculation Sheet Sizer 2002a LOADS: ( lbs, psf, or pif ) Load Type Distribution Magnitude Location [ft) Pattern fv @d = 62 1200 Total Start End Start End Load? Loadl Dead IFull UDL 50.0 Length No Load2 Constr. lFull UDL 200.0 0.80 = L/180 No MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : 0 Dead 346 Design Value 346 Live 1200 fv @d = 62 1200 Total 1546 Bending(+) 1546 Bearing: 1.0 1.00 1.0 Length Lumber -soft, D.Fir-L, No.2, 4x10" Self Weight of 7.69 plf automatically included in loads; Lateral support: top= full, bottom= at supports; Load combinations: ICC -IBC; SECTION vs. DESIGN CODE NDS -1997: (stress=osi. and in t Criterion Analysis Value Design Value Analysis/Design FACTORS: F CD Shear fv @d = 62 FV' = 119 fv/Fv' = 0.53 1.00 Bending(+) fb = 1115 Fb' = 1350 fb/Fb' = 0.83 1.00 Live Defl'n 0.25 = L/569 0.40 = L/360 0.63 - Total Defl'n 0.36 = L/397 0.80 = L/180 0.45 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 900 1.25 1.00 1.00 1.000 1.20 1.000 1.00 1.00 2 FV, = 95 1.25 1.00 1.00 2 Fcp'= 625 1.00 1.00 - E' = 1.6 million 1.00 1.00 2 Bending(+): LC# 2 = D+C, M = 4638 lbs -ft Shear : LC# 2 = D+C, V = 1546, V@d = 1348 lbs Deflection: LC# 2 = D+C El= 369.34e06 lb -int Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind i=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. COMPANY PROJECT Russell, Gallaway Associates Dixon Deck WoodWorks® 7 Sierra Nevada Court Deck Beam 03.wwb Chico, CA 96928 SOFTWARE FOR WOOD DFSICH (530) 342-0302 Design Check Calculation Sheet Sizer 2002a LOADS: ( lbs, psf, or plf ) Load Type Distribution Magnitude Location [ft] Pattern u+de 1405 i Start End Start End Load? Loadl Dead Partial UDL 50.0 50.0 0.00 3.00 No Load2 Constr. Partial UDL 200.0 200.0 0.00 3.00 No Load3 Dead Partial UDL 65.0 65.0 3.00 11.00 No Load4 Constr. Partial UDL 260.0 260.0 3.00 11.00 No MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : .,§ to t � _ ' � •t ! ,ice ^ t � t 1i � X.' l 1-' rc .� -,t:G � K'�` Y�"ac, J 1275 u+de 1405 i 1 119 1799 Bearing: u Dead 361 Value 394 Live 1275 Shear. 1405 Total 1635 119 1799 Bearing: fb = 1170 Fb' = 1.0 fb/Fb' = 0.87 1.0 Length Lumber -soft, D.Fir-L, No.2, 4x10" Self Weight of 7.69 plf automatically included in loads; Lateral support: top= full, bottom= at supports; Load combinations: ICC -IBC; SECTION vs. DESIGN CODE NDS -1997: ( stress=nsi_ and in I Criterion Analysis Value Design Value Analysis/Design Shear. fv @d = 70 Fv' = 119 fv/Fv' = 0.59 Bending(+) fb = 1170 Fb' = 1350 fb/Fb' = 0.87 Live Defl'n 0.22 = L/592 0.37 = L/360 0.61 Total Defl'n 0.32 = L/416 0.73 = L/180 0.43 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 900 1.25 1.00 1.00 1.000 1.20 1.000 1.00 1.00 2 Fv' = 95 1.25 1.00 1.00 2 Fcp'= 625 1.00 1.00 - E' = 1.6 million 1.00 1.00 2 Bending(+): LC# 2 = D+C, M = 4865 lbs -ft Shear : LC# 2 = D+C, V = 1757, V@d = 1512 lbs Deflection: LC# 2 = D+C EI= 369.34e06 lb -int Total Deflection = 1.50(Dead Load Deflection} + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. Dead COMPANY PROJECT Design WoodWorks® Russell, Gallaway Associates 7 Sierra Nevada Court Dixon Deck Deck Beam 04.wwb 563 Total Chico, CA 96928 Start End Load? SOFEWARE FOR WOOD DESIGN (530) 342-0302 Full UDL 60.0 Design Check Calculation Sheet No Sizer 2002a Constr. LOADS: ( lbs, psf, or plf ) 240.0 Load Type Distribution Magnitude Location [ft] Pattern No 1.0 0.44 = L/406 1.00 = L/180 0.44 MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : 0 15' Timber -soft, D.Fir-L, No.2, 6x12" Self Weight of 15.02 plf automatically included in loads; Lateral support: top= full, bottom= at supports; Load combinations: ICC -IBC; SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and in) ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 875 1.25 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fv' = 85 1.25 1.00 1.00 2 Fcp'= 625 1.00 1.00 _ E' = 1.3 million 1.00 1.00 2 Bending(+): LC# 2 = D+C, M = 8860 lbs -ft Shear : LC# 2 = D+C, V = 2363, V@d = 2061 lbs Deflection: LC# 2 = D+C EI= 906.17e06 lb-in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verity that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. Dead 563 Value Design Live 1800 Shear 563 Total Start End Start End Load? Loadl Dead Full UDL 60.0 Bearing: No Load2 Constr. Full UDL 240.0 L/360 No Dead 563 Value Design Live 1800 Shear 563 Total 2363 l0E 1800 Bending(+) fb = 877 2363 Bearing: 1.0 Live Defl'n 0.30 = Length 0.50 = L/360 0.60 1.0 Criterion Analysis Value Design Value Anal sis/Design Shear fv @d = 49 Fv' = l0E f✓/Fv' = 0.46 Bending(+) fb = 877 Fb' = 1099 fb/Fb' = 0.80 Live Defl'n 0.30 = L/596 0.50 = L/360 0.60 Total Defl'n 0.44 = L/406 1.00 = L/180 0.44 COMPANY PROJECT Russell, Gallaway Associates Dixon Deck WOO d Wo r k s® 7 Sierra Nevada Court Deck Beam 05.wwb Chico, CA 96928 sOnWARe FOR wood DEMN (530) 342-0302 Design Check Calculation Sheet Sizer 2002a LOADS: ( lbs, psf, or pif ) Load Type Distribution Magnitude Location [ftl Pattern Shear 975 Total Start End Start End Load? Loadl Dead Full Area 10.00 (6.50)* 1.0 No Load2 Constr. Full Area 40.00 (6.50)* L/360 No "1L LIJULCLLy N/1 UL11 %L LI MAXIMUM REQ 0' :TIONS (Ibs) and BEARING LENGTHS (in) : rite ••••f =�.1`S�Rd' �i �+$,„s a.! 'z:� f`�q ,� w ♦ � +' ,. � !rte x.. � �'� � `� �; {( a�ppe a�t''.�,L'% �a � a t� � .�� t t *• r e •�`- a A i .l � t w • � n _ a,r' + k�,.;.r y, scy: E; a'. .,' t,, ri; �.k •* i t r.. t- s _ ',';' zi'. i° a 7, -A - Dead 266 Value 266 Live 975 Shear 975 Total 1241 119 1241 Bearing: fb = 911 Fb' = 1.0 fb/Fb' = 0.62 1.0 Length Lumber -soft, D.Fir-L, No.2, 4x8" Self Weight of 6.03 plf automatically included in loads; Lateral support: top= full, bottom= at supports; Load combinations: ICC -IBC; SECTION vs. DESIGN CODE NDS -1997: ( stress=osi. and in Criterion Analysis Value Design Value Analysis/Design Shear fv @d = 62 FV' = 119 fv/Fv' = 0.52 Bending(+) fb = 911 Fb' = 1462 fb/Fb' = 0.62 Live Defl'n 0.10 = L/864 0.25 = L/360 0.42 Total Defl'n 0.15 = L/613 0.50 = L/180 0.29 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 900 1.25 1.00 1.00 1.000 1.30 1.000 1.00 1.00 2 FV. = 95 1.25 1.00 1.00 2 Fcp'= 625 1.00 1.00 - E' = 1.6 million 1.00 1.00 2 Bending(+): LC# 2 = D+C, M = 2328 lbs -ft Shear : LC# 2 = D+C, V = 1241, V@d = 1041 lbs Deflection: LC# 2 = D+C EI= 177.83e06 lb-in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. COMPANY Russell, GallawaPROJECT y Associates Dixon Deck WoodWorks® 7 Sierra Nevada Court Deck Beam 06.wwb Chico, CA 96928 SOFTWARE FOR WOOD DESIGN (530) 342-0302 Design Check Calculation Sheet Sizer 2002a LOADS: ( lbs, psf, or plf ) Load Type Distribution Magnitude Location (ft) Pattern Ct CL 675 Total Start End Start End Load? Loadl Dead Full Area 10.00 (4.50)* 1.0 No Load2 Constr. Full Area 40.00 (4.50)* 0.17 = No MAXIMUM REACTIONS 0. and BEARING LENGTHS (i Dead 186 Value 186 Live 675 Ct CL 675 Total 861 FV' = 861 Bearing: 1.00 Bending(+) fb = 1.0 Fb' = 1.0 Length Lumber -soft, D.Fir-L, No.2, 4x6" Self Weight of 4.57 plf automatically included in loads; Lateral support: top= full, bottom= at supports; Load combinations: ICC -IBC; SECTION vs. DESIGN CODE NDS -1997: ( stress=os). and in Criterion Analysis Value Design Value Analysis/Design Ct CL Shear fv @d = 59 FV' = 119 fv/Fv' = 0.50 1.00 Bending(+) fb = 1098 Fb' = 1462 fb/Fb' = 0.75 E' = 1.6 million Live Defl'n 0.17 = L/545 0.25 = L/360 0.66 Total Defl'n 0.23 = L/385 0.50 = L/180 0.47 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 900 1.25 1.00 1.00 1.000 1.30 1.000 1.00 1.00 2 Fv' = 95 1.25 1.00 1.00 2 Fcp'= 625 1.00 1.00 - E' = 1.6 million 1.00 1.00 2 Bending(+): LC# 2 = D+C, M = 1614 lbs -ft Shear : LC# 2 = D+C, V = 861, V@d = 756 lbs Deflection: LC# 2 = D+C EI= 77.64e06 lb -int Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. COMPANY PROJECT 9 Russell, Gallaway Associates Dixon Deck WoodWorks ® 7 Sierra Nevada Court Deck Beam 07.wwb Chico, CA 96928 SOFTWARE FOR WOOD DESTCN (530) 342-0302 Design Check Calculation Sheet Sizer 2002a LOADS: ( lbs, psf, or plf ) Load Type Distribution Magnitude Location [ft] Pattern fv @d = 61 930 Total Start End Start End Load? Loadl Dead Full Area 10.00 (2.00)* 1.0 No Load2 Constr. Full Area 40.00 (2.00)* 0.77 = L/180 No Load3 Dead Partial Area 10.00 (2.25)* 3.50 11.50 No Load4 Constr. Partial Area 40.00 (2.25)* 3.50 11.50 No MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : 01 Dead 212 Design Value 267 Live 710 fv @d = 61 930 Total 923 Bending(+) 1197 Bearing: fb/Fb' = 0.88 1.00 Live Defl'n 1.0 0..38 = L/360 1.0 Length Lumber -soft, D.Fir-L, No.2, 4x8" Self Weight of 6.03 plf automatically included in loads; Lateral support: top= full, bottom= at supports; Load combinations: ICC -IBC; SECTION vs. DESIGN CODE NDS -1997: (stress=Dsi. and in 1 Criterion -Analysis Value Design Value Analysis/Design FACTORS: F CD Shear fv @d = 61 Fv' = 119 fv/Fv' = 0.52 1.00 Bending(+) fb = 1282 Fb' = 1462 fb/Fb' = 0.88 1.00 Live Defl'n 0.33 = L/412 0..38 = L/360 0.87 _ Total Defl'n 0.48 = L/287 0.77 = L/180 0.63 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 900 1.25 1.00 1.00 1.000 1.30 1.000 1.00 1.00 2 Fv' = 95 1.25 1.00 1.00 2 Fcp'= 625 1.00 1.00 _ E' = 1.6 million 1.00 1.00 2 Bending(+): LC# 2 = D+C, M = 3276 lbs -ft Shear : LC# 2 = D+C, V = 1162, V@d = 1037 lbs Deflection: LC# 2 = D+C EI= 177.83e06 lb -int Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. Serenity - Dixon Deck BC LATERAL DESIGN -FORCES ' : It SMIC LOADS: _' _' ZONE = Zone 3 MPH qs IMPORTANCE FACTOR = Standard Occupancy = 1:3 BASIC LOAD COMBO FOR ALLOW STRESS DESIGN (30-1) E = p Eh + E„ = 1.0 Eh D + E/1.4 = V/1.4 0.117 SITE DATA BASIC LATERAL SYSTEM = All other Buildings Cs -25 Ft.< h< 30 Ft. MAX. OVERALL HEIGHT (h„) = w180_ ? FT. T = Ct (h„)J/4 = 0.175 Eq. (30-8) DISTANCE TO SOURCE (Na) = >=10km I_ DISTANCE TO SOURCE (N„) = >=15km _ SEISMIC SOURCE TYPE = B . Table 16-L SOIL PROFILE TYPE = SO • Table 16-J SEISMIC COEFFICIENT - Ca = 0.36 SEISMIC COEFFICIENT - C„ = 0.54 1.00 1.00 ti - Job No. 03- 12/9/2003 ' WIND LOADS: _' _' Structural System#1 DESIGN WIND VELOCITY = 175 MPH • MPH qs = 14.4 PSF Cq = 1:3 C - h<15 Ft. = 1.06 0.401 W Cs -15 Ft.< h< 20 Ft. = 1.13 0.117 Cs -20 Ft.< h< 25 Ft. = 1.19 0.117 W Cs -25 Ft.< h< 30 Ft. = 1.23 Cs -30 Ft.< h< 40 Ft. = 1.31 EXPOSURE C IMPORTANCE FACTOR = 1 P = C8 Cq qs IW (0-15 Ft.) = 19.8 PSF P = Ce Cq qs 1", (15-20 Ft.) = 21.2 PSF P = Ce Cq qs IW (20-25 Ft.) = 22.3 PSF P = C. Cq qs IW (25-30 Ft.) = 23.0 PSF P = Ce Cq qs IW (30-40 Ft.) = 24.5 PSF " '°STRUCTURAL SYSTEMS-TABLE'16=N' _' _' Structural System#1 NIS E/W Lateral Force Resisting Sys (R) = Wood Structural Panels Wood Structural Panels NIS Governs E/W Governs Structural System #1 V = (Cv I W) 1 (1.4 R T) = 0.401 W 0.401 W (But Need Not Exceed) 0.117 0.117 V = 2.5 (Ca I W) 1 (1.4 R) = 0.117 W 0.117 W Russell, Gallaway Associates Structural Engineering JOB DlyDN DE (- k JOB NO. DATE )zliolo-3 CALCULATION OF LOA P5 PAGE NO. I I ENGINEER 8e 13 .. . .... ... JOB plypty k JOB NO. DATE i Z/ o/ o 3 CALCULATION OF IN bb PAGE NO. /Z ENGINEER 13c JOB QY,vN Peek JOB NO. DATE 3,/15 /ti PAGE NO. I Z A ENGINEER !3 c CALCULATION OF 6.0NNFCT10" o f PFZ,L-cr '% ) sTRuc7-ce F ` Foot2000 ver. 1.0, Copyright m 1999-2000 Spyder Software 12/16/2003 1:57:37 PM 3 Company Info Project Info Russell Gallaway Associates Project: Dixon Deck 7 Sierra Nevada Court (Location: Chico, CA, 95928 Phone: (530) 342-0302 Client: Fax: (530) 342-1882 JJob No.: 03- E -mail: doctord@rga-chico.com IFooting Id: F1 FOUNDATION PARAMETERS Concrete Ultimate Compressive Strength, f'c........................ 2.00 ksi Concrete Type .............................. HardRock Concrete Cover ..................................................... 3.0 in. Steel Ultimate Strength, FY ........................................ 60.0 ksi Column Size ........................................................ 6.00 in. by 6.00 in. Gravity Only Soil Bearing Strength ................................. 1.5 ksf Footing Width ...................................................... 1.75 ft. Footing Length ..................................................... 1.75 ft. Footing Depth ...................................................... 12.00 in. Punching Shear Stress .............................................. 7.54 psi Beam Shear Stress .................................................. n/a psi Reinforcing Standards per .......................................... ASTM -A615 Longitudinal Bottom Reinforcement Required for Strength ............ .00 int Transverse Bottom Reinforcement Required for Strength .............. .00 int Gravity Only Soil Bearing .......................................... 1.4 ksf LOADING PARAMETERS - ACI LOAD CASES CONSIDERED: 1.4D + 1.7L UNFACTORED LOADS: Load Case FY, (kips) MX, (ft -kips) MZ, (ft -kips) Dead Load 0.96 0.00 0.00 Live Load 3.20 0.00 0.00 ai COMPANY PROJECT ]� Russell, Gallaway Associates Dixon Deck WoodWorks' 7 Sierra Nevada Court Deck Post 01.wwc Chico, CA 96928 sofrWARE FOR WOOD UESICM (530) 342-0302 Design Check Calculation Sheet Sizer 2002a LOADS: ( lbs, psf, or plf ) Load Type Distribution Magnitude Location [ft] Pattern Shear 85 Total Start End Start End Load? Loadl Dead Axial 909 (Eccentricity = 0.00 in) 2160 Load2 Constr. Axial 3000 (Eccentricity = 0.00 in) Fc' = Load3 Wind Full UDL 10.0 fg = No MAXIMUM REACTIONS (lbs): 0' 17' Dead Analysis _F Design Live 85 Shear 85 Total 85 152 85 Lumber Post, D.Fir-L, No.2, 4x4" Self Weight of 2.91 plf automatically included in loads; Pinned base; Loadface = width(b); Ke x Lb: 1.00 x 6.00= 6.00 [ft]; Ke x Ld: 1.00 x 6.00= 6.00 [ft]; Lateral support: top = Lb, bottom = Lb; Load combinations: ICC -IBC; SECTION vs. DESIGN CODE NDS -1997: ( stress=osi_ and in Criterion Analysis Value Design Value Analysis/Design Shear fv @d = 10 Fv' = 152 fv/Fv' = 0.07 Bending(+) fb = 607 Fb' = 2160 fb/Fb' = 0.28 Axial fc = 323 Fc' = 952 fc/Fc' = 0.34 Axial Bearing fg = 323 Fg' = 2525 fg/Fg' = 0.13 Combined (axial compression + side load bending) Eq.3.9-3 = 0.34 Live Defl'n 0.94 = L/217 1.13 = L/180 0.83 Total Defl'n 0.94 = L/217 1.13 = L/180 0.83 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr Fb'+= 900 1.60 1.00 1.00 1.000 1.50 1.000 1.00 1.00 Fv' = 95 1.60 1.00 1.00 Fcp'= 625 1.00 1.00 Fc' = 1350 1.25 1.00 1.00 1.15 (Cp = 0.491) Fc' = 1350 1.60 --combined comp. + bending-- (Cp = 0.403) E' = 1.6 million 1.00 1.00 Fg' = 2020 1.25 1.00 Bending(+): LC# 4 = .6D+W, M = 361 lbs -ft Shear : LC# 4 = .6D+W, V = 85, V@d = 83 lbs Deflection: LC# 4 = .6D+W EI= 20.01e06 lb-in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. Axial LC# 2 = D+C, P = 3958 lbs Combined LC# 3 = D+.75(C+W), CD= 1.60 (1 - fc/FcE) = 0.77 (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. LC# 4 4 2 Q?,iDfESS10 2 W. 058201 ► fi: rn W. Ci 30 O6 iL ._1 ��cp,� - r f Q�'���� �. � r DEPARTMT �� ��siF��®`c��aTlr �EEELoPNT DIVISION OF CODES AND STANDARDS REGISTRATION AMD TITLING SECTION ; STATE NT OF FACTS _ his snit is. a: Mobilehome Commercial Coach ® Floating- K truck Cam Oecal (License) No. (s) Trade: Name . Serial too. (s) UL?(A►4 I/We. the undersigned, hereby state that the unit described above: . P P Affiant further agrees to indemnify and save harmless the Director of Housing and Commu; Development, State .of California, and subsequent purchasers of said unit, for any loss may suffer resulting from registration of the above-described unit in California, or fr; issuance of a California certificate of title covering the same. I/We certify under penalty of perjury that the foregoing is true and correct. Executed on at ra v Date (City) (State) Signature of each affiant.. Printed name of each affiant - �p arc 41 "_ v le_S SLr��.� T7'� ""i e Addressr^-�- -City State . C -- FICO 476.6 (Rev 11/E6) Aug 29 03 08:18a Ponderosa School 530-872-6215 P.1 Aug:29. 2003 11:32AM SERENITY HOMES No•.taau . r. i y ' , 52ATL OF CAI3FOR'�IA W, Bt1WKESS"1 +4sroafAMr4 /o.�DROMMAGPICY - . V . bFBAR4TAENTOF HOUS94G AMID CUMULI! ff DEVELOMENT D1Y13 M OF CODE'S AWD STANDARDS � ttEGISYBA'RONANDT1TLtHGPBOGAAH STATFMNT OF FACI`S lbss>mit is a ©Ntob9l � Q Cams Com 0. Fwaftaxw 0, 7"U* cwaper' DeW (t icame) No_(a) TXB&- htme Serial lBo.(s) New Fuqua New- �.>>meby SeUer is approving placement of home on a permanent foundation f6r Jeff & Cyclney.Dixon . V We fintiver. *= to mdmwfy and Im bamm the. I IMI of Kommg and Ccommity rmg � reostrafimL California, And t�eagwC -Of t6 � for any �.�' above-des�bad tnet in dw CMOMA or Sam Lw9m oe of a C�O5emia ", ieate of ddc caMi e the same il1Ne oefify uta pmwty of perjury that the t mgoiog is mm and Carted eamea on - - a< Chico.. CA.— ' ��, (Lit9) (Sate) Sigma ) Pnutcd?) Robert H: Smalley \` Cydney Dixon c vex � Aaatem 24 C Pty h' sty CA Htip 476.6 (REV 1240) i Aua.29, 2003 11:32AM SERENITY HOMES No./55U N. I STAU OF CAL;rottNtA OF, susm �Ss.'r"mS40RTAMON AND KOUSM AGEI�ct'Y IV `s )Da,ARnwEWOPP10MINGAt,D TynEVHLQPMENT a rAVLVON OF CODES AND STANDAWS � UGJS'tT ArON AND TITLCW- MOGAAM grATFAMTOF FkCFS This unk is a: C----4 0. T1f>cdc t:arnper Decal (License) No.(s) New TiadeName Fuqua Seal No (s) New VWe; me u hereby stagy Seller is approving placement of home on a permanent foundation for Jcff & Cydney Dixon I/We fk t* OF= to kdemairy Wd save Mmic s the. DMW of k1Mt6 and Co�=WltY �SW of Caiif�i * wd subw�mpu t of said K far SPY km try MaY SOff$ a.. 9 f'om ..r,;d�N= of the above-de=*W W* in &via lswe of a caUficat of brie mvefg the mm YWe cutifY under =WtY Of *my dug the tanegmgLSbw =4- MTOU at Chico CA — (01) (state) Execiumd an (Daft) Pdowd mamae(s) Robert H. c Cydney Dixon Address 249 city. Ch� Stale CA` HC. p 476.6 (REV 12M) z_ '►l o NOTES 4 PERMIT NO f • r' A�SI®ENTIAL 055-290-086 � _ ______ DIXON, JEFF & CYDNEY x'06 6 BLUE BALATON, PARADISE Cont: SERENITY NEW PRI DET GARAGE 03 - New m/� i SPECIAL CONDITIONS CHECKED BY /SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPY Address GAS Meter By Date - Meter By D-4 02 M, L_ } JOB FINALED (Date) Signature _19 J=OK 0 = Not OK = NotNo Applic Readyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test-Wrap;-/ /" L'ft. / P Nat. or/ /" L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected-C/Oto Grade -HD Approval 8. Gas and Electricity .Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch . 11. Cert. of Occupancy Date Card B4 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date SCELLAN L/.Zoninq Requirements -Setbacks -Easements. /w / /!7 j7 7f QV Footings; Soils -Size -Depth -Spacing -Connector eel` 3. Decks, Girders and/or Joists- Decking-Bracin -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. jilectric V Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Sidinq; Nailinq-Veneer-Stucco-Mesh 11. K.; Steps -Doors -Landings/ : , / 1 Braced Wall Panels L' / 2 3 v Date Card B-1 Date Card B-1 Date )IILL Card B -10'_,o/ Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5.. Elec.; Pool Lighting; 15 Volts-GFI ! 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding, Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-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 Date _ UND LOOR (Plans) OK except #'s n i ng -Setbacks -Easements -Flood -Slope Ftg., Main; Soils-Elec. Grnd.-/' /" Ftg. Depth ./ Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth mwalls, Main; Steel-Blockouts-Wrapped temwalls, Garage; Steel-Blockouts-Wrapped 6V 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-Criooies RESIDENTIAL (Single & Duplex) Date 15. Access & Ventilation Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 16. Insulation 67. 48. Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. 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 Stairs & Rails r 18. Water Pipe; Test & Anchor -Nail Protection 71. Fireplace or Stove, Clearance -Hearth r 19. D.W.V.; Test Fittings & Anchor -Nail Protection 72. 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 22. Gas Pipe; Sixe & Anchors 74. 23. Fire Sprinkler; Test 59. Glazing Area -Glass Protection -Skylights -Plastic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 24. Fixture & Transformer Clearance -Ins. Protection Date 25. Elec. Receptacles Spacing -Lights & Switches at Doors Date 26. Size Boxes & No. of Conductors Stapled Date 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Guard Rails & Deck Construction -Post Caps 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 82. 30. Subfeed Wire Size/ ' /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral ❑ Yes 0 No Clearance Looked under Floor O Yes 32. Service -Riser Conductors & Ground Main Disconnect 83. 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light Stucco Brown -Finish 35. Smoke Detector 85. A.C. Unit Disconnect, Electrical -Plumbing 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 Glass Protection 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 91. Corrections from Previous Inspections 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 Energy Compliance Certificate -Other Certificates 41. Sills Proper Materials & Anchors 95. 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing Date 44. Draft Stop in Walls (rat proof) Card B-1 Date Card B-1 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 47. Hangers -Post Caps -Anchors -Connectors 67. 48. Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance G.F.I. & Bath Fixtures & Tub Access -Spa 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 69. 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel Stairs & Rails r 53. Property Line Firewall & Openings 71. Fireplace or Stove, Clearance -Hearth r 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 72. 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 57. Siding -Nailing Veneer 74. 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic Garage Fire Door; Swing -Landing -Closure 60. Shear Walls; Nailing -Bolts ' 76. 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings ' Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings Guard Rails & Deck Construction -Post Caps 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 Siies & Labels 70. Stairs & Rails r 71. Fireplace or Stove, Clearance -Hearth r 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper ' 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.i.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes _ 83. Following Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes O No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: - 1 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 41.1- Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Orc,01e, CA • (530) 538-7541 CORRECTION NOTICE OWNER ', PERMIT NO. a A routine inspection indicates that the following violations of butte county Ordinances exist at the atiove address and sliould be corrected. Please notice this office when,correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. (' k r ." eon, h LA,a tl'u .4r KA Al ghd S. 1 � t 1 e 1 Date `" I' ,'—Inspector r REV 10192 Vj 9 v 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. t: 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 completed. It you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. 4 G F �S 1 41 Date Inspector— A( REV 10/92 RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DMSION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 ILII Ilf III I f ili I c003-0083 Il III II IIII I III IIl JL 38 Recorded I REC FEE 13.00 Official Records i CUNFORM 1.00 County Of I 8UfIE I CANDACE J. GRUBBS I Recorder I kOSl=MARY DICKSON I Assistant I Lisa ii:14AM 25 -Nov -2003 I Gage 1 of 3 SPACE ABOVE THIS LINE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at the request of the local agency indicated is in accordance with California Health and.Safety Code Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to its contents to all persons thereafter dealing with the real property. JEFFREY H. DIXON AND CYDNEY DIXON REAL PROPERTY OWNER/LESSOR 715 TWILIGHT CIRCLE MAILING ADDRESS PARADISE BUTTE CA 95969 CITY COUNTY STATE ZIP 5000 BLUE BATTALION INSTALLATION MAILING ADDRESS, IF DIFFERENT PARADISE BUTTE CA 95969 CITY COUNTY STATE ZIP SAME UNIT OWNER (if also property owner, write "SAME") SAME MAILING ADDRESS SAME CITY COUNTY STATE ZIP UNIT DESCRIPTION BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE MAILING ADDRESS OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP 03-1961 530 538-7541 BUILD G PERMIT NO. TELEPHONE NUMBER NOXATURE OF LOCAL AGENCY OFFICIAL DATE SERENITY HOMES DEALER NAME (if not a dealer sale, write "NONE") DL1118427 DEALER LICENSE NO. FUQUA HOMES 2003 LAURELWOOD 1392 MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAME/NUMBER 18957A/B/C 46'8'x12'10"&56'X25'8" ORE 449319/20/21 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNIA/LABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION SEE ATTACHED ASSESSOR'S PARCEL NUMBER AT # 055-290-086 HCD FORM 433(A) REV. 8/91 WHITE - County Recorder CANARY - HCD PINK - Applicant GOLDENROD - Buildine Dent. 03/11/0.5 14:'1 0 t LwcL.L- i i I"" ---------- ORDER NO. BU=191085-2 AMM DESCRIPTION THE LAND REFERRED TO HEREIN IS SITUATED IN THE STATE OF CALIFO NIA, COUNTY OF BUTTE, AND IS DES'CRI8ED AS FOLLOWS: PARCEL Y PARCEL 2., AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON AUGUST 13, 1991, IN BOOK 123 OF MAPS, AT PAGES) 90 AND 91. RESERVING'.A DRAINAGE EASEMENT, AS SHOWN ON SAID PARCEL MAP. ALSO RESERVING THEREFROM A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES, AS SHOWN ON SAID PARCEL MAP. APN 055-290-086-000 PARCEL II: BEING AN EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES OVER A PORTION.OF THE NORTHWEST QUARTER OF SECTION 31, AND A PORTION OF THE SOUTHWEST QUARTER'OF SECTION 30, TOWNSHIP 22 NORTH, RANGE 4 EAST, M.D.B. & M., SAID EASEMENT BEING 60.00 FEET IN WIDTH, LYING 30.00 FEET ON EACH SIDE OF -THE FOLLOWING DESCRIBED CENTERLINE: COMMENCING AT THE NORTHWEST CORNER OF SAID SECTION 31; THENCE ALONG THE NORTH LINE THEREOF, NORTH 88 DEG. 21' 45" EAST, 699.82 FEET TO THE TRUE POINT OF BEGINNING FOR THE CENTERLINE HEREIN DESCRIBED; THENCE FROM SAID TRUE POINT OF BEGINNING AND CONTINUING ALONG THE NORTH LINE OF SAID SECTION 31, NORTH 88 DEG. 21' 45° EAST, .400.00 FEET TO THE WESTERLY RIGHT OP WAY LINE OF THE PENTZ-MAGALIA HIGHWAY. EXCEPTING 'THEREFROM THE WESTERLY 200 FEET, AS ABANDONED IN QUITCLAIM - DEEDS RECORDED- APRIL. 15, 1991, UNDER BUTTE COUNTY RECORDER'S SERIAL NOS. 91-14417 AND 91-14418. ALSO EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I, DESCRIBED HEREIN. - PARCEL III: A NON-EXCLUSIVE EASEMENT TOR' ROAD AND PUBLIC UTILITY PURPOSES, AS SHOWN ON THAT CERTAIN PARM MAP, RECORDED IN THE OFFICE OF THE RECORDER OF*THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON AUGUST 13, 1991, IN BOOK 123 OF MAPS, AT PAGES) 90 AND 91. Received Time Mar -11. 3:53PM CONTINUED 03/11/03 14:52 b 1 VWtLL 1.1 1 LG ORDER NO. BU -191085-2 AMM PARCEL'III: CONTINUED EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I -A, DESCRIBED HEREIN, PARCEL IV: A DRAINAGE EASEMENT, AS SHOWN ON THAT CERTAIN PARCEL MAP;'RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF. BUTTE, STATE -OF CALIFORNIA, ON AUGUST 13, 1991, IN BOOK 123 OF MAPS, AT PAGE(S) 90 AND 91. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL 1, DESCRIBED HEREIN. Received Time Mar -11. 3:53PM BUILDING PERMIT NUMBER: 03-1961 Address or location of unit: 5000 BLUE BATTALION, PARADISE CA 95969 Legal Description of Real Property: AP # 055-290-086 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: JEFFREY H. DIXON AND CYDNEY DIXON Owner's address: 715 TWILIGHT CIRCLE, PARADISE CA 95969 INSIGNIA OR HUD NUMBER: ORE 449319/20/21 SERIAL NUMBER OR V.I.N.: 18957A/B/C MANUFACTURER'S NAME: FUQUA HOMES YEAR:2003 OFFICIAL APPROVING INSTALLATION: � famlr� pa",& DATE: /6-30-0,3 PHONE: (530) 538-7541 H.C.D. 513C ��kENT DfpaG BUSINESS TRANSPORTATION AND HOUSING AGENCY . NUMBER ,., r:(. i : •;: • DEPARTMENT OF HOUSING AND•COMMUNITY DEVEL9P..MENT ....: '.< ; ".. 'DIVISION OF 66DES AND STANDARDS {>-.:• .•• � � ;,, ,.•.;.::...;,::MANUF.ACTUREDHOUSINGPROGRAM,:':.;r , •' - "' - .... �o oaf ,..� , :: _ ... • .:... ..::. TY .."""MAN UFACTU RER-CERTIFICATE®F ORIGIN. :_..., G..;._..., O .CHECK IF THIS JS.A DUPLICATE MCO-ENTER ORIGINAL MCO NO. _... MANUFACTURED HOME bR MULTI-UNIT MANUFACTURED.HOUSING NUMBER OF 3 TRANSPORTABLE SECTIONS ;SFD.•(SINGLE:FAMILY.,RWELLING)...-[1•MUMH,(MULTI-UNIT.MANUFACT,URED,HO.USING.., F' 4;....COMMERCIAL•;COACH:?cri.:.::::.:<:,:_..:.......::._-....; ... -- - - : , OCCUPANCY Gl20UP MANUFACT(1RER NAME...."........_.......:.._,.. ......... .....:... ... � .MANUFACTURER-LICENSE NUMBER.,.. ,. Fuqua Homes, Inc. 90157 <MANUFACTURER ADDRESS: SUGGESTED RETAIL PRICE: 20495 Murray Road Bend OR 701 $110,798.00 {• S(reet:; Ci (State 293 MANUFACTURER TRADE-NAME: MODEL NAME AND/OR NUMBER: DATE OF MANUFACTURE: FirstPoint Laurelwood 1392 September 9, 2003 NAME OF'DEALER'OR TRANSFEREE'(OWNERSHIP TRANSFERRED TO):"''` ` " "CAL'IF: DEALER'NUMBER'OR � 'DATE OF TRANSFER:- TRANSFEREE DESIGNATION: Serenity Homes September- 1'0424019, 2003 DEALE OR TRANSFEREE ADDRESS: Street). 2490 Bruce Road (City) Chico state CA (Zip)95928' ' "INVENTORY- CREDITOR. NAME: = Commitment Letter - ' INVENTORY CREDITOR ADDRESS. (Street) (CO State (zip) t SECTION MANUFACTURER SERIAL NUMBER HCD INSIGNIA OR HUD LABEL NUMBER FNH WIDTH;` WEIGHT 1:.......tt6., _ (INCHES) POUNDS 18957 A ORE 449319 15.42..... .., : ' 18957 B :.. <....: :.: • :ORE 4.49320.. 154 .:. '. 26;600 3 18957 C ORE 449321 672 - 154. 26 6.00 .. , i ' TRANSPORTER NAME:' Westspan Hauling ..: TRANSPORTER ADDRESS: 3550 Steilacoom Blvd. #204 Tacoma WA 98499 (street) State Zip i; DESTINATION FOR UNIT DESCRIBED ABOVE: ' Dixon. Blue Balaton Rd Paradise CA (NAME). (Street). Cil (State) (zip) certify untler'penalty'.of'peijury under the laws of t e State of Celifomia that the above fads are true-and correct - .. SeptemV&9;`2003 `° ` Bend Deschutes OR Executed on (City) (County) (State) .. SIGNATURE OF AUTHORIZED AGENT: 7 DISTRIBUTION: ORIGINAL (PINK) " FORWARD TO THE INVENTORY CREDITOR; UNLESS THERE IS NONE; THEN-FORWARD TO THE PURCHASER (DEALER OR TRANSFEREE). COPY 1 (WHITEY FORWARD TO THE DEPARTMENT AT P.O. BOX 1828, SACRAMENTO, CA 95812-1828, WITHIN FIVE (5) DAYS OF RELEASE. COPY 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) )33/11/0.5 14:51 b 11,1WCL..1_ I 1 I LG JJV J�JVJwc PARK RE,CORDIIVG REQU99M BY MID VALLEY TITLE CO. AND WM WOW= MAIL. TO: JEFFREY H DIXON tlDNEY DIXON 755 IDAHO STREET GRIDLEY, CA 95948 A.P.N.: 055-290-086Order No.: e0D91 --100-4E3909 Recorded OfficialyyRecords CANDACEJ. Of GRUBBS I REC FEE 13.00 I TAX 47.30 RecoI R06EMARYrDICKSM dr I Assistant N. -HAM 22 -Oct -2001 I Vickie I Page 1 of 3 Above This Linc for Recorder's Use Only GRANT DEED Escrow No,:19108SANIM TUB UNDERSIGNED GRANTOR(s) DF.CLARB(e) THAT DOCUMENTARY TRANSPER TAX IS: COUNTY L%�2,� X ] computed on full value of prop city conveyed, air ] computed on full valueless value. of liens or encumbrances remaining at time of sale, X ] unincorporated area; ( ] Town of _, and FOR A VALUABLE CONSIDERATION, Receipt of which is hereby acknowledged, FAY E. COGSWELL, TRUSTEE OF THE COGSWELL FAMILY TRUST DATED SEPT. 2A, 1982 hereby GRANT(S) to _ JEFFREY H DIXON and ' CYDNEY DIXON, HUSBAND AND WIFE AS JOINP TOWM the following described property in the , County of Butte State of California; See Legal description attached hereto and made apart• hereof. THE COGSWELL FAMILY TRUST DATED SEPT. 24, 1982 By: PAY B. COGSWA ,TRUSTEE Document Date: Qd er 12, 2001 STATE OF CALIFORNIA )S3 befeto pantonauy appeared - pp�arsonally Imown OD me (or proved 11 fij on the baste ifevidence) to be the p mon(s) whose unw(s) is/are subscribed to are within (natrumcnt and aclmowtedgod to me that he/shelthey executed the some in his/her/their euthndzed eapachy(as) and that by his/her their signaturc(s) on the bWALment the persons) or die eoto upon behalf of whieb the pctaoo(s) acted, accumd the instiutnm wrrNMS my hen official aearl A.M. MORROW Signature COMM. 1912708®6' b NOTutr otteuc•CauwRetA COUNTY OF BUTTE 81Y Cemte. Explrt♦s Jury 16, 2004 Mail Tar Statomeaes eer 9AJ413 A9 AraOVE or Adanson Noma DCIOW Received Time Mar -H.. 3:53PM 133/11/166 14: =)1 t31 LLOCI_L_ I 1 I L..I- J---- - - - - ` ORDER NO. BU=191085-2 AMM DESCRIPTION THE LAND REFERRED TO HEREIN IS SITUATED IN THE STATE OF CALIFORNIA, ,COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: PARCEL I• PARCEL 2, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON AUGUST 13, 1991, IN BOOK 123 OF MAPS, AT PAGE(S) 90 AND 91. RESERVING -.A DRAINAGE EASEMENT, AS SHOWN ON SAID PARCEL MAP. ALSO RESERVING THEREFROM A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES, AS SHOWN ON SAID PARCEL MAP. APN 055-290-086-000 PARCEL Il: BEING AN EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES OVER A PORTION OF THE NORTHWEST QUARTER OF SECTION 31, AND A PORTION OF THE SOUTHWEST QUARTER OF SECTION 30, TOWNSHIP 22 NORTH, RANGE 4 EAST, M.D.B. & M., SAID EASEMENT BEING 60.00 FEET IN WIDTH, LYING 30.00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: COMMENCING AT THE NORTHWEST CORNER OF SAID SECTION 31; THENCE ALONG THE NORTH LINE THEREOF, NORTH 88 DEG. 21' 451I EAST, 699.82 FEET TO THE TRUE POINT OF BEGINNING FOR THE CENTERLINE HEREIN DESCRIBED; THENCE FROM SAID TRUE POINT OF BEGINNING AND CONTINUING ALONG THE NORTH LINE OF SAID SECTION 31, NORTH 88 DEG. 21' 45" EAST, .400.00 PEET TO THE WESTERLY RIGHT OP WAY LINE OF THE PENTZ-MAGALIA HIGHWAY. EXCEPTING THEREFROM THE WESTERLY 200 FEET, AS ABANDONED IN QUITCLAIM DEEDS RECORDED APRIL- 15, 1991, UNDER BUTTE COUNTY RECORDER'S SERIAL NOS. 91-14417 AND 91-14418. ALSO EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I, DESCRIBED HEREIN. PARCEL III: A NON-EXCLUSIVE EASEMENT FOR'ROAD AND PUBLIC UTILITY PURPOSES, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF*THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON AUGUST 13, 1991, IN BOOK 123'OF MAPS, AT PAGES) 90 AND 91. Receivedlime Mardi. 3:53PM CONTINUED 03/11/03 14:52 13 1 L)WLLL 1 1 1 LC -7 JJUJLJUJ�VL ORDER NO. BU -191085-2 AMM PARCEL 111i CONTINUED EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I -A, DESCRIBED HEREIN. PAR&L_IV: A DRAINAGE EASEMENT, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF.BUTTE, STATE - OF CALIFORNIA, ON AUGUST 13, 1991, IN BOOK 123 OF MAPS, AT PAGE(S) 90 AND 91. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL 1, DESCRIBED HEREIN. Received Time Mar -ll. 3,53PM NOTES RESIDENTIAL PERMIT NO. _ 055-290-086 03-1961 DIXON,-JEFF & CYDNEY ------ - �yaad BLUE BALATON, PARADISE Cont: SERENITY I NEW MH ON PERM FND THE HCD FORM 433A FOR THIS MH CANNOT BE RECORDED UNTIL ONE OF THE FOLLOWING HAS BEEN TURNED IN TO THE BUILDING DIVISION: (1) LICENSE PLATE(S) OR DECAL (THE INSPECTOR MUST RETREIVE). I (2) STATEMENT OF FACTS (ONLY ON NEW MH' S). INSPECTOR TO VERIFY SERIAL & LABEL #'S. SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER e �' JOB FINALE D (Date) 10,30. r It Signature CHECKED BY J=OK 0 = NOLOK = No=Ready b1e ' MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 8. 1. Zoning Requirements -Setbacks -Easements 9. 2. Soils; Special MH Support Sketch Date 3. Sewer; Location -Test -Fall -C/O -Concrete Date 4. Water; Location -Test -Easement Needed (Sketch) Date 5. Electricity; Location-Clearances-Grnd-/ /Amp-Conc ete I 6. Gas; Location -Test -Wrap;-/ P' L 'ft. / P Nat. or/ /" L "ft./ P LPG 11. Verify -#'s with Office Date , , Q Card B-1 Date Card B-1 Datelo 0. Card B-1 , C� Date Card B-1 A/ ! °1. . zfg93z-O Zo 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. 7. Well Clearance & Disconnect 7. 8. Utility Clearance 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s I 1. Zoning Requirements -Setbacks -Easements Date 2. Footings; Size -Spacing -Marriage Line Date 3. Gas; MH Test -Demand -Valve -Connector Date POOLS (Plans) OK except #'s 4. Electricity; MH Test -Crossovers -Breakers -Clearances Setbacks -Easements 5. Drain; MH Test -Fall -Flex Connector Soils; Compaction -Structure Stability 6. Water; MH Test -Regulator -Connector Pool Structure; Steel -Connections -Thickness Dead Men -Lining 7.- Water and Sewer Connected-C/O•to Grade -HD Approval Elec.; Receptacles and Lighting, Distance-GFI 8.': Gas and Electricity Tagged Elec.; Pool Lighting; 15 Volts-GFI 9. Tie Downs -Type -Installation Cert. Elec.; Enclosures; Conduit Entries -Terminals -Listed 10. Exits; Insp.-Sketch Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 11. Cert. of Occupancy Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERVANENT END SYSTEM (ONLY) - ing Requirements -Setbacks -Easements 2AXPtings; Size -Spacing -Marriage Line oc •ng tl 1 MH Test -Demand -Valve I icity; MH Test . at ; MH Test a!2r and Sewer nnected ` 8. s and Ele city Tagged 10 �, xits ronc lo U, 0. License Decals 11. Verify -#'s with Office Date , , Q Card B-1 Date Card B-1 Datelo 0. Card B-1 , C� Date Card B-1 A/ ! °1. . zfg93z-O Zo 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 I 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-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms te Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/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 r 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. Fire 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-A.C. Wire Size/ /ga Cu or At 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or All Insulated Neutral O Yes O No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. 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. Furnace -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 A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access' 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings ' 63. Infiltration -Walls -Windows Date Card B-1. Date Card B-1 Date Card B-1 Date - Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath. Fixtures & Tub Access -Spa 69. Elec. Trim & Suboanel. Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext.. ' 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper " 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection - 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth _ Clearance Looked under Floor O Yes 83. Following Instld./Drive O Yes D NoMalks 0 Yes O No/Planters O Yes O No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House., 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric ■ 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date _ Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date - Card B-1 Date Card B-1 Comments at Final: . 7 x.:s �G • . x:35 -.+..r � ,;.%fir `?Pit r.. -s 4 ,.t+►'i�sa, COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES ,7 w 411 Main Street • Chico, CA • (530) 891-2751 ,> 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE — 1 wti I)-; 1 ham_ NE t" 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 of work is led. If you have any questions pertaining to this matter, or need additional explanation, Come pl se contact this office immediately. � � n r oc�✓ Date Inspector REV 10/92 .A Date r 9-3 Inspector'- \ REV 10/92 0 _ 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 ' ER 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 of work is comp ed. If you have any questions pertaining to this matter, or need additional explanation, ple a contact this office immediately. >: Y A .A Date r 9-3 Inspector'- \ REV 10/92 0 V7 -'''"'t COUNTY OF BUTTE ' BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES' - - 411 Main Street • Chico, CA • (530) 891-2751 t. 7 County Center Drive • Oroville, CA • (530) 538-7541 r CORRECTION NOTICE OWNER PE MIT 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 of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. e rpt - 4' . P Rk Date r REV 10/92 Inspector ::tax: • _ i . (Rev. 12/96) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, dalifornia 95965 - Telephone (530) 538-7541 APPLICATION AND -PERMIT >__ 1PERMIT No. ASSESSOR PARCEL NUMBER 055-290-086 ZONING AR BUILDING PERMIT OWNER CYDNEY &•JEFF DIXON TELEPHONE 876-1398 SO. FT. OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS 715 TWILIGHT CR PARADISE 95969 484 U 8 2.00 71 CONTRACTOR'S NAME BILL KIRBY SERENITY TELEPHONE 228-2290 CONTRACTORS MAILING ADDRESS PO BOX 423 ALTAVILLE CA 9522 CONSTRUCTION LENDER LENDER'S MAILING ADDRESS - Fireplace Total Valuation $ 8.712.00 ARCHITECT OR ENGINEER LICENSE NO. Filen Fee $ 20.00 Permit Fee $ 108 00 ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ 70-20 BUILDINGADDRESS BALATON, PARADISE$ Energy Plan Checking Fee $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other GARAGE.. SPECIFY Each Trap 1 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 ❑ Installation ❑ Other ❑ Describe Work: GARAGE Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE S 03-1961 MH PERM. ELECTRICAL PERMIT Filing Fee 20.00 Main Service 2o.A OR IESS 23.00 LICENSED CONTRACTOR'S DECLARATION 1 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 z Lic. No. 6 5b 9�6 OWNER -BUILDER DECLARATION l hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO +000A 46.00 NEW CONST. DWELLING OCCUP. s0 OR ADDNS. ( & ACC. BIDS. 3.5QFr: 16. pulp MULTI.OUTBRANCH CUT 97,50 OWER APPARATUS 8 SINGLE OUTLET CIR. 20 Ex. Occup. OUTLET OR FIXTURES @'.50FIXTURES eAL O .so Ex. Occup. DUTIETS PR D.o� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance arner and policy number are: Carrier 1&&��'rn .4-C.S r- " ce- AW MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEIE $ Policy Number j — D I LtiIJlT- Dow I I-4 (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. -�-- —� X -*—< Date d3 Signature of Applicant - ❑ Owner ❑ Contractor Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ U CONST. TYPE VN TOTAL FEE $ 235.14 HAZ. sy D. FEES IMP FLOOD CDF PARC PD HD SUE P1 This permit is hereby issued under the applicable provisions of the County Code and/or Resolutions to do work fees have been paid. Da 6 rp;;�vz� PERMIT EXPIRES ON ow. ReceiptNo. S WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT p�,i,� � � .._........ Y • .yam - r . .-. �r ;-,nlr..�+..;; ,..,,,,nom :.�"`1� s'�1�fi.�+1^'",�"!t'"M'�lrr�'Y�I�.i'±." Y'T�'S��p,.� '.rte. .. \ .• "ate . AA COUNTY'OF-BUTTE-DEPARTM,F.�-IV� .;OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT. APPLICATION DATA SHEET �3G OWNER: yG(i�/� h I _ /J •C P,-VASSESSOR PARCEL NUMBER Proposed Building Use: �%/d/i�r �/� "Counter Technician: Date: 7 Z 1 Items required in order ly for a permit. All boxes MUST be checked R marked NA in or er to apply. ❑ L. Plot plans, 3 or 4 sets, signedty the preparer of the plans. � ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! '❑ 5. Energy compliance design and supporting documentation in duplicate. t' ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. El 7.. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The.permit will be indexed and returned to the plan review line-up when required items are received. Date Received By Flood Elevation Certificate, wet -stamped and signed, in duplicate........,.. ...................... Plot plan and business license approval from the City of Biggs .................................... Letter of intent for non-residential buildings......................................................:.. Detached Acclessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... J R ❑ 13. Other - Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) k F;� ❑ .14. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... , t"t ,;' 1� >❑ 15. Statement of Intent for Non -heated and A/C Buildings ............................................. ' ❑ 16. Sanitation and plot plan approval from the Environmental Health Department in G"/ G c ❑ City of Chico Plumbing permit ................................................ .. &• d f i ; California Department of Forestry lan approval i paid. Senrbj: f � ....... b� / .......... . k' Planning approval for (A) Use: (B)Parking: (C) Parcel Check: I IV ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ t ❑ 23.'0 Contractor's license information. (Number, Name Style, Classification) ....................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization.................................................................... . ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ' i' ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ; ❑ 30. '❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to 'H -C. -D. $ ❑ 31. Other: When issued Telephone S and hold for pickup. I have been informed of the above /items and requirements for obtaining a building permit. Applicant: Date: � Z / b 1. Index permit application for the above items numbered: / Plan Check Letter 2. Additional items required o' i Contractor, designer, owner, was advised cf the above data by ❑ phone, ❑ mvlr ❑ counter, by Date: Contractor, designer, owner, yvas advised of the above ata by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: • 0 Plans approved by: . Date: Structural reviewed by: 'Date: Structural approved by:.. Date: Note transfer by: Date: _ Yellow: Buildine,Division COUNTY OF BUTTE - DEPART116tNT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 PERMIT NO 12/ APPLICATION AND PERMIT �aK,�EA 55-, 2C/0 _ 0 $ BUILDING PERMIT TE�rraNE SO. FT. OCC. BUILDING VALUATION e6 ,nt a� 4376 139Y Sq `Z71'>_ ADDAS, C Pea �1�1 F Rz w.HE . ra�rtwr+E MS7Wj=TIOM UNDER Fireplace _ mERS IAWHG ADD 'R3'L Total .- Valuation :14FECT OA Dammm =NSE MD. FiGn Fee S 20.0D Permit Fee S (O R �a(rECT �DR F,JDWEDiS MA4JHfS ADDRESS Plan Cher -kin Fee AMNO AMREss L c,�C- A4 e— eV Energy Plan Checking Fee b PERMIT FEE T,,° suaDnrsoxswe►aE PARCEL PLUMBING PERMIT Filing Fee 20.00 Each Trap USEOFSTRUCTURE Solar or heat pump water heater 23.00 D Duplex ❑ Moblehome ❑. Other (f-- Water piping 15.00 SPECIFY Each gas water heater D ant i 5.00 TYPE OF WORK Gas piping Emisiam, 5 outlets 15.00 Lew kAddigm ❑ Remodel ❑ Uiirr6es D hstaDaUon D Other D Bulfing qaww 15.00 MDbile Hprrs I S G W @20.00 )ascribe Work PERMIT FEE S �� - �yG�K ELECTRICAL PERMIT Firing Fee 20-OD Mai) Service a cn LEN 23.00 Main Service zow To too" 46.0D q NF.Ar 001sT: D ELLM DOCUP. 3.5r.Ff. I / _ — / (� OR ADM= ( i AOC. BIDS l'7 ""C51. �uur°urr t� @7.50 FOwER AYPAAATV+^ s soarer ovnFr crR Er- Occup.. DUnET OR FXTUREDSAL Ex. Occu vnEm fg mS. Ex 5.0D Temporary Service 23.DD "ej23 � Moble Home Facilities 20.00 5-2 Misc. Wring 23.D0 S� PERMIT FEE MECHANICAL PERMIT Firing Fee 2D.DD Shier I f T Heating William Hoo ling Hoodd ventilation PERMIT FEt S Moble HDme Installation Fee S e Energy Inspection Fee EFEM TOT YFEE�Z. t►tP FLDOD CD PARC PD V a 38 2J W-eA��� This permit is hereby issued under the applicable provisions �� ° of the Butte County Code and/or Resolutions to do work �� 0 indicated above for which f"s have been paid. ey Date PERMIT EXPIRES ON 4 � 41 i (Rev. 12/96) COUNTY OF BUTTE?- DEPARTMENT OF DEVELOPMENT SERVICES*- BUILDING DIVISION 7 County Center Drive Oroville, California 95965 • Telephone (530) 538-7541 APPLICATION ANDPERMIT 1 � 6 1Zo. ASSESSOR PARCEL NUMBER y 055-290-086 ZONING AR BUILDING PERMIT OWNER CYDNEY & JEFF DIXON TELEPHONE 876-1398 SO. FT. OCC. BUILDING VALUATION . OWNER'S MAILING ADDRESS 715 TWILIGHT CR. PARADISE 95969 484 U 8.712.00 CONTRACTOR'S NAME BILL KTRBY/SERENITY TELEPHONE 228-2290 CONTRACTORS MAILING ADDRESS ' PO BOX 423. ALTAVILLE. CA 95221 CONSTRUCTION LENDER [Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 8.712.00 ARCHITECT OR ENGINEER LICENSE NO. - —Filing Fee $ 20.00 Permit Fee $ 108.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $70-20 BUILDINGADDRESS BLUE B 'Ibt•1 P F Energy Plan Checking Fee $ $ PERMIT FEE $ '((38, 2(J LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other GARAGE SPE_-IFv Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: r-A!� _ �V Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W 920.00 PERMIT FEE S 03-1961 MH PEW. ELECTRICAL PERMIT Fee 20.00 RUEFiling 600VMain Service A 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. 6 56 I'S is c OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages astheir sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section.3700 of the Labor Code, for the performance of the work for which this permit is issued. 1 have and will maintain workers' compensation insurance, as required by Section 3700 `of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number ars- e or^* -c-S-- ce A�4 Main Service 200A TO ,000A 46.00 NEW CONST. ( DWELLING GCCUP. OR ADDNS. 8 ACC. BLDS. 3.5QFSTa 16.94 NON.RESIDBRANCH RCUITS MULTI -OUTLET @7,50 APPARATUS 8 SINGLE OUTLET CIS. Ex. OCCu . OUTLET OR FDRUREs L@''50 6AL. p .so Ex. Occup. OFlx� s ES D ORA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S 36.94reason MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50, Ventilation PERMIT FEE $ Policy Number "71:9..; 0# W MIT Dole) I I f (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject -to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. _✓�•-..• — X Date'" Signature of Applicant - ❑ Owner ❑ Contractor 'EfAgent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ U CONST. TYPE VN ITOTAL FEE $ 235.14 HAZ. ..+ D. FEES IMP V/ FLOOD DF PARCEL Po D HD ✓ ISSUE 1� This permit is hereby)issued under of the. -Butte County: Code and/or indicated above for which fees have j By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. p // j/ Date •2ff/ n 9b /4 , Date r " Receipt No. % -e z WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT . '� . . `� � -� \ � -�^ -.~'x ` ' ^ . INTRODUCTION Fuqua Homes, Inc. has engineered, constructed and inspected each of its homes to conform to the Federal Mobile Home Construction and Safety Standards in effect at the time of manufacture. This manual contains specific instructions which are required to ensure the correct installation of your home. Even with this manual, the set-up should only be performed by a qualified installer, The testing of various utility systems and their proper connection must only be performed by'experienced personnel. Compliance to the procedure§ in this manual are essential in order to maintain full warranty coverage and avoid service problems. It should be noted that many of the illustrations and instructions apply to mufti -sectional homes only and are not used in the set-up of single sectional homes. Recommended procedures contained in this manual may be altered when justified by field experience, The alternate method must result in a final condition at least equal to the condition which would have resulted by conforming to the details and specifications contained herein. For example, on mufti -section installation, - it may be advantageous to connect at the floor line prior to connecting at the roof line or vice versa. Either method is acceptable provided the fastener schedule is followed. Many times throughout this text, the words "shall", "must", "should" and "may" are used. The words "shall" or "must" indicate a requirement which is essential to satisfactory and safe product performance. The words "should" or "may" indicate a recommendation or advice which is not essential and not required but which may be useful or helpful. Because new products and methods are constantly being introduced, additional or revised instructions may be required. Applicable addenda may be found inside the back cover of this manual. THIS MANUAL DESIGNED FOR HOME MODEL # SERIAL # Numerous "Signal Panels" are located throughout this manual. These signal panels call your attention to potentially hazardous conditions which you should be aware of as you setup this house. Be sure to review the definitions below and look for the Signal Panels interspersed throughput this manual. ! I I DANGER ! ! ! Danger is used to indicate the presence of a hazard which will cause severe personal injury, death, or substantial property damage if the warning is ignored. ! ! ! WARNING 1 ! ! Warning is used to indicate the presence of a hazard which can cause severe personal injury, death, or substantial property damage if the warning is ignored. ! 1 1 CAUTION 1 I 1 Caution is used to indicate the presence of a hazard which will or can cause minor personal injury or property damaged the warning is ignored. 1 ! ! NOTICE I ! I Notice is used to notify people of information which is important but not hazard - related. 4 . TABLE OF CONTENTS INTRODUCTION............................................................... 1 TABLEOF CONTENTS.......................................................... 2 FOUNDATION SYSTEM ............. ..........................I......... 3 General; Moisture control; Perimeter supports; Piers, footings & soil requirements; Pier loads at frame; Pier selection instructions; Pier loads at column locations; Pier and footing notes; Footing size table; Pier loads at sidewall openings POSITIONING & ASSEMBLY ..................................................... 11 Positi6ning the first section; Positioning the second section; Floor Connection; Alignment procedure; Ridge beam connection; Column supports; Ridge closure; Endwall connections; Hinged rafter chord assembly (optional) EXTERIORCLOSURE........................................................ 15 General information; Vinyl lap siding; Vertical plywood or hardboard siding; Log siding; Horizontal hardboard lap siding; Bottom closure patching; Under carriage protection ANCHORINGSYSTEM......................................................... 18 INTERIOR FINISH............................................................. 21 Wall joints; Ceiling joints; Carpet UTILITY CONNECTIONS ....................................................... 23 General; Water system; Drainage system; Gas system; Heating system; Electrical system FIREPLACE & APPLIANCE INSTALLATION .................................... • .. • 29 Fireplace installation; Clothes dryer exhaust; Skirting; Air conditioner installation; Evaporative cooler; Exterior light connection FINAL INSPECTION ..................................................:...... 32 General; Exterior Siding & Trim; Roofs; Clearances; Operational Check RELOCATION.............................................................. 33 O FEDERAL MANUFAOTURED [M HOUSING CONSTRUCTION Lj..1 U Ji SAFETY STANDARDS JUN 30 1997 23 2 RPR 02 2003 2:35PM GENERAL FURUA HOME SERVICE FOUNDATION SYSTEM Most mobile homes constructed by Fuqua Homes are designed to be supported by a'pier and beam' foundation. A home constructed In this manner utilizes the steel undercarriage as an Integral part of the foundation system. The weight of the home is supported by the undercarriage which Is placed on a series of 'columns' or 'piers'. AU Fuqua Homes are designed to be anchored to the ground to resist wind forces with frame ties only. Over -the -roof tie -down straps may be used in conjunction with the frame ties, if preferred. The piers on which this home is to be placed must be capable of sustaining the total weight of the home, its contents, plus additlonal temporary loads caused by the wind or snow. As the temporary loads caused by the elements vary throughout the country, the Department of Housing and Urban Development has established specific design requirements to resist these forces. Zone maps reflecting these requirements are shown on a Certificate of Compliance sheet which Is usually posted Inside a kitchen cabinet door, inside the furnace compartment or in some other convenient location, Other specific design data to which this home was constructed will also be shown on the compliance certificate. This home must not be placed In an area of the country where the construction Is not adequate based on the design requirements. ' In various parts of the country, local governing agencies occasionally impose addklonal loading requirements which may differ from the, design conditions of your home. It is the responsibility of the homeowner, dealer, and/or the set-up personnel to assure that the actual construction, foundation and set-up meet all local building requirements and that all required inspections are caned for. The foundation system selected must be compatible with local sof conditions. MOISTURE CONTROL The area beneath and around the home must be graded and sloped to avoid surface water accumulation. Should. moisture be allowed to stand under the home for long periods of time, the unavoidable result will be deterioration of the floor decking and siding. if your home Is skirted (see skirting In Exterior Closure section), an approved ground vapor barrier, minimum 8 mil visqueen, shall be placed on the ground beneath the home. To be fully effective, the edges of the vapor barrier material 3 -. L_.. n 0 - d(1 DW 541-382-6742 should be overlapped a minimum of 12 Inches and have no holes. Failure to provide a vapor barrier could void the warranty on the flooring and siding. See Skbting in Exterior Closure section for ventilation requirements PERIMETER SUPPORTS The design of the floor system of this house may require the Installaatlon of perimeter supports. If this Is the case, the serial number stamped on .the front crossmember will end in the letters'PS'. Perimeter supports are designed to carry roof and wap loads and must be installed when required by the design. Failure to Install these additional supports will result In excess floor crowning and/or total floor failure. If perimeter supports are required, separate Foundation Details or Perimeter Support Details will be provided. PIERS, FOOTINGS do SOIL REQUIREMENTS Typically, concrete blocks or adjustable steel piers are used for piers. The piers selected Should be labeled to Indicate the maximum pier capacity or .the supplier should certify the maximum capacity. In either case, the maximum pier capacity must not be exceeded. Normal pier helght may not exceed 48 In. When site conditions require the home be supported at heights greater than 48 In., the foundation system must be designed by a registered professional engineer. Footings and foundations, unless specifically designed otherwise, shall be constructed of masonry, reinforced concrete or pressure treated lumber. In geographical areas subject to freezes, the bottom of foundations must extend .below the frost line established by local records. Footings shall be so designed that the aUowable bearing capacity of the soil Is not exceeded. Footings shall rest on undisturbed or minimum ninety percent (90%) compacted soil of uniform density and thickness. Where the bearing capacity of the soil is not definitely known or is In question, a soil bearing capacity of 1000 psi shall be used In the foundation design or engineering soil tests shall be performed to determine the actual soil bearing capacity for the site In e -,e OF F.2 a' Foundations should be built upon natural solid ground. Where solid ground does not occur at the foundation depth, such foundation shall be extended down to natural solid ground or piles should be used. Foundations built upon mechanically compacted earth or fill material are subject to the approval of local building officials to show evidence that the proposed loads will be adequately supported. , PIER LOADS AT FRAME There are several factors that must be considered when selecting and installing piers. The most important are: (1) the size of the home; (2) the load carrying capacity of the pier design; (3) the soil bearing capacity; (4) the design roof load; and (5) the spacing between the individual piers. ' The following instructions have been prepared to assist you in meeting all necessary requirements. PIER SELECTION INSTRUCTIONS 1. Determine the load carrying capacity of the piers to be used. This manual has been designed for minimum 4000 lbs. steel piers and concrete blocks conforming to ASTM C-90 or C-145. Steel piers must be listed or labeled for the minimum 4000 lbs. working load. The working load of the concrete piers shall be as shown on page 6. 2. Determine the pier load from the Frame Pier Loading Tables based on the roof load, floor• width, eave width and pier spacing. Contact your local building department for minimum roof load requirements where the home is being set. The design roof load of the home may be found on the back of the Homeowners Manual or on the Certificate of Compliance located in the home. If you are unable to locate this information, contact the Dealer where the home was purchased. The pier load may not exceed the allowable load for the pier being used. 3. Based on the pier load, from the Frame Pier Loading Tables, and the soil bearing capacity at the site, select the footing or pad size to be used from the Footing Table on page 8. `-------------------------- ---------------- OPTIONAL EAVE FRAME PIER LOCATION DIAGRAM ILLUSTRATION 1 4 FLOOR WIDTH ;FLOOR WIDTH i J OF y ,•ie. . �•oi •e..cw•di•� J RALC -1N. KUNIKK FRAME I MARRIAGE LINE LOCATE PIER WITHIN 2' OF EACH END OF EACH MAIN RAIL. l� PIER SPACING FROM TABLE BELOW. `-------------------------- ---------------- OPTIONAL EAVE FRAME PIER LOCATION DIAGRAM ILLUSTRATION 1 4 FLOOR WIDTH ;FLOOR WIDTH i J OF y ,•ie. . �•oi •e..cw•di•� J RALC -1N. KUNIKK PIER LOADS AT COLUMN LOCATIONS In addition to providing piers for supporting the frame, piers are also required to support concentrated loads along the marriage line. Column loads and locations along'the marriage line and at large openings in the sidewall are designated on the Column Support Specification Sheet in the back of this setup manual. FRAME PIER LOADING TABLES Pier loads expressed in pounds per pier location. Use this table when no eaves are resent floor save 48" on center pier spacing 72" on center pier spacing 96" on center pier spacing width width Roof live loads in psf. Roof live loads in psf. Roof live loads in psf. in in 20 30 40 60 80 100 20 30 40 60 80 100 20 30 40 60 80 140 0 2217 2450 2683 3150 3617 4083 3325 3675 4025 4725 5425 6125 4433 4900 5367 6300 7233 154 0 2438 2695 2952 3465 3978 4492 3658 4043 4428 5198 5968 6738 4877 5390 5903 6930 7957 164 0 2597 2870 3143 3690 4237 4783 3895 4305 4715 5535 6355 7175 5193 5740 6287 7380 188 0 2977 3290 3603.4230 4857 5483 4465 4935 5405 6345 7285 8225 5953 6580 7207 Pier loads expressed in pounds r pier location. Use this table with maximum 12 inch eaves. floor save 48" on center pier spacing 72" on center pier specing - 96" on center peir spacing width width Roof live loads in psf. Roof live loads in psf. Roof live loads in psf. in in 20 30 40 60 80 100 •20 30 40 60 80 100 20 30 40 60 80 140 12 2613 2888 3163 3713 4263 4813 3919 4332 4745 5570 6395 7220 5226 5776 6326 7426 154 12 2833 3131 3430 4026 4622 5219 4250 4697 5144 6039 6934 7828 5666 6263 6859 164 12 2991 3305 3620 4250 4879 5509 4486 4958 5430 6375 7319 5981 6611 7240 188 12 3369 3723 4078 4787 5496 6206 5053 5585 6117 7181 6738 7447 Pier loads expressed in pounds 3er pier location. Use this table with maximum 24 inch eaves. floor save 48" on center pier spacing 72" on center pier spacing 96" on center peir spacing width width Roof live loads in psf. Roof live loads in psf. Roof live loads in psf. in in 20 30 40 60 80 100 20 30 40 60 80 100 20 30 40 60 80 140 24 3042 3362 3682 4323 4963 5603 4563 5043 5523 6484 7444 6084 6724 7364 154 24 3258 3600 3943 4629 5315 6001 4886 5401 5915 6944 7972 6515 7201 7887 164 24 3412 3771 4131 4849 5567 6286 5118 5657 6196 7274 6825 7543 188 24-,3785 4184 4582 5379 6176 6973 5678 6275 6873 7570 Notes: 1. Use only piers rated to meet the minimum pier loading requirement shown above. 2. Maximum pier spacing may not exceed 96 inches on center. 3. Maximum distance from end of house to first pier may not exceed 24 inches. 4. Pier and footing weights must be added to the pier loads shown above when determining the footing size from the Footing Size Table on page 8. i� r .o1 IE ONTACT PAD (4x4x1 4" TEEL PLATE TYPICAL . ADJUSTABLE NUT AND WASHER IF REQUIRED LISTED STEEL PIER (MINIMUM 4000# LOAD) JOTING SINGLE STEEL PIER (MAX 4000# LOAD) RIM JOISTS AT MARRIAGE LINE. 4x6x2O" SUPPORT AT MARRIAGE LINE. #2 SOUTHERN PINE OR #2 DOUGLAS FIR. (NO SPLITS) FOOTING FRAME MIN 3/4" THICK PIER CAP SOUTHERN PINE OR HEM -FIR. MIN 2" SOLID CONCRETE CAP BLOCK HOLLOW -CORE CONCRETE BLOCK WITH CELLS VERTICAL. FILL ALL CELLS ON BOTTOM COURSE WITH GROUT IF PIER LOAD EXCEEDS 4000 LBS. FOOTING BLOCK ORIENTATION SHOULD BE ALTERNATED FROM PARALLEL TO PERPINDICULAR WITH THE FRAME FOR MAXIMUM STABILITY. CONCRETE/MASONRY PIER (MAX 8000# LOAD) 1 11 6 X 16" SUPPORTS G MARRIAGE LINE. 'HERN PINE OR HEM -FIR. MIN 3/4" THICK PIER CAP HEM -FIR OR SOUTHERN PINE 2" SOLID CONCRETE CAP BLOCK AOLLOW-CORE CONCRETE BLOCK NITH CELLS VERTICAL. FILL ALL CELLS JN BOTTOM COURSE WITH GROUT IF DIER LOAD EXCEEDS 8000 LBS. FOOTING DOUBLE STEEL PIER (MAX 8000# LOAD) ALL PIERS SHALL HAVE A CONCRETE/MASONRY PIER WHEN SOUTHERN PINE OR BASE SIZE OF 10" X 10". ADJACENT PIERS SHALL (MAX 16000# LOAD) HEM -FIR ARE CALLED FOR, 4x6x20" SUPPORTS HAVE CENTER TO CENTER OAK OR WALNUT OF THE AT MARRIAGE LINE. SPACING•NOT EXCEEDING SAME GRADE MAY BE SUB- #2 SOUTHERN PINE 14 INCHES. (TYP.) STITUTED. OR #2 DOUGLAS FIR. (NO SPLITS) ' 4x6x20" SUPPORTS #2 SOUTHERN PINE OR #2 DOUGLAS FIR. (NO SPLITS) SHIM NOTES: t 1. USE SHIMS BETWEEN THE FRAME OR JOISTS AND THE PIER CAP FOR FINAL LEVELING. 2. SHIMS SHALL BE MAX. 1" THICK AND MIN, 4" WIDE AND 6" LONG. ALL SHIMS SHALL BE SOUTHERN PINE OR DOUGLAS FIR. 3 SHIMS DDE IGHT FRA OR BETWE N THE PIER CAPANDE JOISTS. 4. ONE SQ. IN. OF CONTACT IS REQUIRED (FOR FOOTING ' EACH 520# OF LOAD) BETWEEN THE BEAM ABOVE AND THE SHIM AS WELL AS BETWEEN THE SHIM QUAD STEEL PIER AND THE PIER.; F a��'t®� SHIMS ovz-••°°••••ey����� (MAX 16,000# LOAD) LEVELING 0 v PIER CONSTRUCTION I DETAILS • Yr�gji°"°`(`1 4:UNKEL ILLUSTRATION 2 j E' " la I PIER & FOOTING NOTES: 1. All steel piers must be listed or labeled for minimum 4000 pound working load. 2. Contact pad on steel pier to be minimum 4' x 4' x 1/4' thick steel. 3. Adjustable screw on top of steel piers may not have more than 2' of exposed thread above the nut. 4. All piers shall be centered on footings. All piers shall have alength to width ratio not exceeding 2.0. 5. All masonry units shall conform to ASTM C-90 or ASTM C-145. (fm'=2000 psi min.) 6. All lumber and plywood within 6' of the ground or in contact with concrete shall be pressure treated with the following information available. * Identity of the company doing treatment and the month and year treatment performed. * SJmbol for the type of preservative used. * The American Wood Preservers Bureau Quality control trademark (report no. AA -517). * The letters 'tso' indicating 'treatment service only' where applicable. * The proper grade marking to identify the specie and grade of wood. * AWPB-FDN (identifies authorization under this report. 7. Where lumber is cut after treatment, the cut surface shall be brush -coated with minimum 3% solution of the same preservative used in the original treatment; or shall be field treated in conformance with AWPA standard M4-80 using a 5% solution of pentachlorophenol, copper, naphthenate containing a minimum 2% copper metal, a 3% solution of APA, CCA, types A, B, or C, or a 5% solution of FCAP or ACC: or creosote in conformance with AHPA. 8. In. geographic areas where freezing occurs, the bottom of the footing shall extend below the frost line. 9. Footings shall rest on undisturbed or minimum 90% compacted soil of uniform density and thickness. No organic material shall be permitted beneath the footing. Check with local code officials to insure that footing depth below grade satisfies local code requirements. 10. Where termite hazard exists, precautions should be taken to prevent termites from attacking the wooden structure. 11. Site must be adequately graded so that water drains away from the foundation and does not accumulate under the home. 12. Soil or gravel under wooden footing shall remain dry and be free draining. 7 r J JERALD 41+. KUNKEL Y . a.� 49961 f �� 11E''• ' rP .. FOOTING SIZE TABLE Maximum Minimum footing size pier Minimum soil bearing capacity load 1000 psf 1500 psf 2000 psf 2500 psf 3000 psf 1000 144 sq. in. 144 sq. in. 144 sq. in. 144 sq. in. 144 sq. in. 1200 173 sq. in. 144 sq. in. 144 sq. in. 144 sq. in. 144 sq. in. 1400 202 sq. in. 144 sq. in. 144 sq. in. 144 sq. in. 144 sq. in. 1600 230 sq. in. 154 sq. in. 144 sq. in. 144 sq. in. 144 sq. in. 1800 259 sq. in. 173 sq. in. 144 sq. in. 144 sq. in. 144 sq. in. 2000 288 sq. in. 192 sq. in. 144 sq. in. 144 sq. in. 144 sq. in. 2200 317 sq. in. 211 sq. in. 158 sq. in. 144 sq. in. 144 sq. in. 2400 346 sq. in. 230 sq. in. 173 sq. in. 144 sq. in. 144 sq. in. 2600 374 sq. in. 250 sq. in. 187 sq. in. 150 sq. in. 144 sq. in. 2800 403 sq. in. 269 sq. in. 202 sq. in. 161 sq. in. 144 sq. in. 3000 432 sq. in. 288 sq. in. 216 sq. in. 173 sq. in. 144 sq. in. 3200 461 sq. in. 307 sq. in. 230 sq. in. 184 sq. in. 154 sq. in. 3400 490 sq. in. 326 sq. in. 245 sq. in. 196 sq. in. 163 sq. in. 3600 518 sq. in. 346 sq. in. 259 sq. in. 207 sq. in. 173 sq. in. 3800 547 sq. in. 365 sq. in. 274 sq. in. 219 sq. in. 182 sq. in. 4000 576 sq. in. 384 sq. in. 288 sq. in, 230 sq. in. 192 sq. in. 4500 648 sq. in. 432 sq. in. 324 sq. in. 259 sq. in. 216 sq. in. 5000 720 sq. in. 480 sq. in. 360 sq. in. 288 sq. in. 240 sq. in. 5500 792 sq. in. '° 528 sq. in. 396 sq. in. 317 sq. in. 264 sq. in. 6000 864 sq. in. 576 sq. in. 432 sq. in. 346 sq. in. 288 sq. in. 6500 936 sq. in. 624 sq. in. 468 sq. in. 374 sq. in. 312 sq. in. 7000 1008 sq. in. 672 sq. in. 504 sq. in. 403 sq. in. 336 sq. in. 7500 1080 sq. in. 720 sq. in. 540 sq. in. 432 sq. in. 360 sq. in. 8000 1152 sq. in. 768 sq. in. 576 sq. in. 461 sq. in. 384 sq. in. 8500 1224 sq, in. 816 sq. in. 612 sq. in. 490 sq. in. 408 sq. in. 9000 sq. in. 864 sq. in. 648 sq. in. 518 sq. in. 432 sq. in. 9500 .1296 1368 sq. in. 912 sq. in. 684 sq. in. 547 sq. in. 456 sq. in. 10000 4440 sq. in. 960 sq. in. 720 sq. in. 576 sq. in. 480 sq. in. 11000 1584 sq. in. 1056 sq. in. 792 sq. in. 634 sq. in. 528 sq. in. 12000 1728 sq. in. 1152 sq. in. 864 sq. in. 691 sq. in. 576 sq. in. 13000 1872 sq. in. 1248 sq. in. 936 sq. in. 749 sq. in. 624 sq. in. 14000 2016 sq. in. 1344 sq, in. 1008 sq. in. 806 sq. in. 672 sq. in. 15000 2160 sq. in. 1440 sq. in. 1080 sq. in. 864 sq. in. 720 sq. in. 16000 2304 sq. in. 1536 sq. in. 1152 sq. in. 922 sq. in. 768 sq. in. 17000 2448 sq. in. 1632 sq. in. 1224 sq. in. 979 sq. in. 816 sq. in. 18000 2592 sq. in. 1728 sq. in. 1296 sq. in. 1037 sq. in. 864 sq. in. 19000 2736 sq. in. 1824 sq. in. 1368 sq. in. 1094 sq. in. 912 sq. in. 20000 2880 sq. in. 1920 sq. in. 1440 sq. in. 1152 sq. in. 960 sq. in. Notes: 1. Footing configurations must have a lenght and width ratio that does not exceed 2.5 to 1. 2. The pier load, footing weight and pier weight must all be included when determining !9pPW@wg9. 3. Sizes i typical Xp24 I foot270conf�utations are shown 6bx to . 256 5 in. ,� i���PS E D ` r��' q• w : L r. •_ 22'/2 x 24 = 540 sq. in. 24 x 24 = 576 sq. in. �� * ; xj4i Z JERALD L �..L.•.• •. �..� \. ` �SS10NALE ��' PIER LOADS AT SIDEWALL OPENINGS Large openings in exterior load bearing walls produce concentrated loads at the ends of the header supporting the roof load. As a result of these concentrated (column) loads, a perimeter pier support is required on each end of headers greater than 4 feet in length. The header may be an integral part of the sidewall as shown with the bay window at the left below or it may be directly above the window as shown on the bay window to the right. The header will be located below and support the roof trusses. Therefore if it is located Z �-- EAVE T E SPAN COL LOAD FLOOR and EAVE WIDTH 140 in w/24 in HEADER SPAN' 6 f 8 It loft 12 ft HEADER COL.– LOAD COL. LOAD as shown with the bay window on the left, it will be visible below the ceiling, and the ceiling height of the bay will be offset and lower than in the remainder of the home. If the header is located above the window as with the bay to the left, the ceiling will continue along the same plane to the window. Once you have determined the header location, you can find the load at each end of the header based on floor width, eave and roof load from the table below. Then select the proper pier and footing in the same manner as previously as previously described in this section and place it as shown in illustrations 5 and 6. HEADER SPAN —I COL COLJ LOAD LOAD Bearing wall pier location diagram Illustration 5 HEADER LOADING TABLE 164 in w/24 in 6 ft ROOF LIVE LOAD 20 psf 30 psf 40 psf 880 1188 1496 1120 1512 1904 1360 1836 2312 1600 2160 2720 164 in w/24 in 6 ft 1012 and 8 ft 1288 186 in w/12 in loft 1564 12 ft 1840 All loads at end of headers are in pounds. EDGE OF OPENING IN BEARING WALL U •O- JOIST MASONRY A — SPAN COL LOAD 60 psf 80 psf 2112 2728 2688 3472 3264 4216 3840 4960 1320 1672 2376 3036 1680 2128 3024 3864 2040 2584 3672 4692 2400 3040 4320 5520 EDGE OF OPENING IN BEARING WALL FLOOR JOIST — DOUBLE 2x6-- #2 SYP MIN. ADJUSTABLE STEEL - OR CONCRETE PIER perimeter pier support Illustration 6 10 CENTER OF PIER TO BE NOT MORE THAN 8• FROM END OF FLOOR JOIST. OF\\ .;Fl1tq� � *l... tb `T4L• JERALD W. K KEL v p 499 POSITIONING AND ASSEMBLY POSITIONING THE FIRST SECTION A final check of the site preparation work should be made before the sections are moved into position. If concrete footings are to be used, the concrete should have a minimum of 24 hours of curing time before the piers are set. Longer periods of curing time may be required if the temperature is near the freezing mark. Once all site work is completed, the first section of the home is ready to be placed in position over the foundation area. Generally it is recommended that the half of the home containing the utility service connections be positioned first. The transporting trucks should be used to position the module as close as possible over the footings. Final placement, if required, should be made with a dollie device utilizing steel rollers. These dollies are so constructed that hydraulic jacks can be positioned between the rollers and frame members permitting easy sideways movement. Most service crews and installers already have this equipment. Its use will minimize the possibility of frame damage. See Illustration 7. Hydraulic jacking device Illustration 7 ill WARNING III Do not work under the home with out adequate support blockingi Failure to heed this warning may result in severe personnel Injury or death. 11 III CAUTION III Excessive or non uniform jacking during the positioning, leveling and alignment procedures will cause the home to be unnecessarily racked or twisted and - result In drywall damage... The following steps should be followed in blocking and leveling each module: a) Place two piers under the front cross member for safety purposes. b) Locate on the frame the closest blocking point behind the rear spring hanger. Using two hydraulic jacks, (minimum 12 ton capacity), fitted with jacking reinforcing plates (3/8" x 3" x 12"), raise the floor to the desired height and place the required piers in front of and behind the axle area under each I-beam. c) Wheels and axles may be removed at this time. d) Move to the front of the home, raise the floor to the desired height and position the piers at the prescribed location. Once this is done the safety piers can be removed. e) Move to the extreme rear of the unit and repeat the blocking procedure under each (- beam. I) Repeatthe blocking process for all remaining pier locations. g) As the floor is being blocked, a water level or transit should be -used to check the floor levelness in both directions. If wooden wedges or shims are used for height adjustment, they must extend over the full width of the concrete block. h) To prevent air from entering the home at the mating surfaces, a gasket must be made from the insulation provided in the materials supplied. The insulation should be attached to all mating surfaces with staples. Do not place the material over any opening used for air supply ducts. Before proceeding with the leveling process, check to be sure the footings and spans are correct. The lowest part of the chassis must be a minimum of twelve (12) inches from the ground in the area of the utility connections. No more than 25% of the frame should be less than 12" above the ground. All wood within 6" of the ground must be pressure treated. POSITIONING THE SECOND SECTION Before the second module is moved into position, all polyethylene covering, framing members and shipping braces should be removed from both halves except for the Center Beam Shipping Supports. These supports are not to be removed until the Center Ridge Beams have been attached. FLOOR CONNECTION After all close-up material has been removed, position the second section so that the floor seams are flush while keeping the roof slightly apart and the end walls aligned at the floor. This may be accomplished using hydraulic jacks and dollies with rollers as previously described. At this time, place piers under the inside longitudinal beam, draw the floors of the two units together and fasten the floors of the two sections with 20d nails or 4 inch lag screws placed 24 inches on center. The 20d nails may be inserted from the top or bottom of the floor. Minor roof alignment corrections can be performed as the unit is being leveled. See illustration 8. 20 d NAILS OR 3/8" X 4" LAG SCREWS AT 24" O.C. AGROUND WIRE GROUNDING LUG STAR WASHER. Floor connection detail Illustration 8 It will be necessary to bond the two chassis assemblies together with grounding lugs and #8 copper wire or #6 aluminum wire. Grounding lugs must be approved for aluminum it aluminum wire is used. Paint penetrating star washers must be used in fastening the grounding lugs to the chassis. This is shown in Illustration 8 and the parts are included in the Set -Up Kit. ALIGNMENT PROCEDURE Close the gaps in the ceiling by raising the outside longitudinal beam using at least three 12 hydraulic jacks simultaneously placed in front of and behind the axle area and about half way between the hitch and axle area. If the roof must be moved forward... with the longitudinal beams evenly supported, carefully raise the outside rear corner of the second section (with a hydraulic jack) and lower the outside front corner. The roof should shift forward until end walls are in alignment. When the walls are aligned, raise the outside beam to close any gaps at the ridge beams. If the roof must be moved back... with the longitudinal beams evenly supported, carefully raise the outside front corner of the second section (with a hydraulic jack) and lower the outside rear corner. The roof should shift forward until end walls are in alignment. When the walls are aligned, raise the outside beam to close any gaps at the ridge beams. RIDGE BEAM CONNECTION Before the ridge beams are connected, the ceiling between the two halves must be flush. If one side of the ceiling is lower than the other, raise the low side using a "T -Bar" made from 2x4's with a hydraulic jack at the bottom. It is best to place the base of the jack across the floor seam to fully distribute the load. The top of the "T -Bar" should be placed only in areas which will later be covered by molding. See Illustration 9. Occasionally, during the set-up of a double - wide, the ridge beams do not completely close at the top. If the gap is less than 1/2", the ridge beams may be connected together without any special consideration. If the gap exceeds 1/2" but is not over 1 ", the situation may be corrected by shimming with a 1/2" or larger 4" strip of plywood. -CEILING - 2 X 4 ,,--HYDRAULIC JACK RAISE LOWER CEILING WITH JACK UNTIL BOTH CEILINGS ARE FLUSH. Ceiling alignment Illustration 9 After the ceilings of the two units are properly located such that the end walls are aligned and the mating line of the ceiling is in line and flush, the ridge beams should be fastened together with 3/8" x 7" lag screws which have been provided in the Set -Up kit. The lag screws are to be spaced at maximum distance of 32" o.c. and staggered from one side to the other. Prior to inserting each lag screw, it will be necessary to predrill a 1/4" diameter pilot hole. The lag screw must penetrate both ridge beams as shown in Illustration 10. 3/8" x 7" LAG SCREW WITH WASHER AT 32" O.C. (STAGGERED). SCREW MUST PENETRATE FULL WIDTH OF BOTH RIDGE BEAMS. RIDGE BEAM KING POST �CCLING MATERIAL Ridge beam connection Illustration 10 On houses with galvanized roofs, a reinforced walkway is provided on the roof of each half near the center beam running the length of the house. Travel on the roof should be confined to this area as much as possible. This plywood walkway also serves as the backer for the screws used to secure the metal roof cap., After the ridge beams have been fastened together at the top, remove the ridge beam supports inside the home and proceed to finish blocking and leveling the second half of the home in the same manner as the first. The floor should be checked at the mating seam to be sure both halves are even. Adjustments should be made by raising or lowering the floor using wooden shims or adjustable piers. 13 COLUMN SUPPORTS Once the home has been joined, the center roof column support piers are to be installed. The footings required to support the piers should have been prepared at the same time as the other footings. The piers should be constructed in the same manner as those used to support the chassis. (Reference Page 6) RIDGE CLOSURE After all foundation supports are in place, the ridge beams should be final checked for ceiling alignment and proper installation of fasteners; then final closeup roofing materials may be installed. If a metal roof is used, refer to Illustration 11 for closeup details. The sealant tape must be applied the full length of the ridge cap and the ridge cap must be secured at maximum intervals of 3". Each screw must compress the sealant tape and penetrate the plywood backing under the metal roof. After all screws have been installed, asphaltic roof coating must be applied to seal the screw heads and cap to roof seam. GALVANIZED RIDGE CAP. SEALANT Z'METAL GALVANIZED TAPE , ROOF. PLYWOOD BACKER #S x 3/4" HEX HEAD SCREWS AT 4' O.C. Metal roof closure details Illustration 11 ENDWALL CONNECTION Fasten endwalls and marriage walls where they meet using suitable screws or nails as necessary. If a composition roof is used, refer to Illustration 12 for details on the ridge closure. Staple additional roofing felt centered over ridge. Shingles matching those installed by • the manufacturer are shipped with each home. Install these shingles per the manufacturer's instructions, which are printed on the shingle wrapping paper. After installing shingles up to the ridge, cut shingles for ridge cap and install along the ridge per the shingle manufacturer's instructions, making sure the ridge shingles point the same direction as the prevailing wind. This will prevent wind lifting and possible leakage. If a nailer has been provided along the rake eave to prevent transit wind damage to roofing, the nailer must be removed and all nail or staple penetrations sealed with mastic. TAR TABS MAXIMUM 5" EXPOSURE. RIDGE CAP CUT FROM SHINGLES. INSTALL FELT BELOW RIDGE CAP. PREVAILING WIND. CUT STANDARD SHINGLE ALONG DOTTED LINE FOR RIDGE CAP MATERIAL. Composition roof closure details Illustration 12 HINGED RAFTER CHORD ASSEMBLY (Optional) The recommended procedure for 'the completion of the "Hinged Roof" is as follows: (See Illustration 13). 1. Remove the protective shipping covering. 2. Lift or jack roof into final position. The roof should be lifted uniformly in 6Fder to avoid unnecessary stress in the structural members. 3. Position the hinged king post in the slot provided in the stationary king post and ridge beam. 14 4. Secure the hinged king post to the ridge beam with 3-10d box nails. 5. Apply roof mastic between layers of shingles at hinged joint. 6. Place the 2x6 splice block on the back side of the front overhang. Secure block with 4- 10d nails on each end. III CAUTION 111 The roof should be jacked uniformly In order to avoid unnecessary stress In the structural members. FINISHED POSITION RIDGE BEAM HINGED ROOF TRUSS SHINGLES, UNDERLAYMENT AND DECKING HINGED J�-KINGPOST HINGE f FASTENERS L STATIONARY KINGPOSTRIDGE BEAM DETAIL A DETAIL B APPLY MASTIC BETWEEN SHINGLES AT HINGE. --- SPLICE BLOCK FIELD INSTALLED FASCIA RAKE DFTAII Hinged rafter chord assembly detail Illustration 13 EXTERIOR CLOSURE GENERAL INFORMATION Any one of several types of exterior siding may have been used in the construction of this home. Exterior siding materials have been shipped loose to be installed during set up. The following pages will describe minimum installation procedures to be used when installing this material.' A temporary outer covering may have been used to prevent road damage. If the material used was plastic or some other material which would restrict moisture migration to the outside of the home, this material must be removed before covering the exterior and applying the trim. It should be noted that many homes have special material designed to reduce air infiltration. Foam Core or building board are common examples. This type of covering should NOT be removed. If there is any doubt concerning which material should be removed, the factory that constructed the home should be contacted. VINYL LAP SIDING If the end walls of your home were designed for vinyl lap siding, All or part of the siding has been shipped loose. This allows the siding to be applied after the home has been set, eliminating the vertical seam at the center line of the home. Use the following instructions to complete the installation of vinyl lap siding. - Remove the plastic temporary covering to expose the sheathing. HI CAUTION III Failure to remove plastic temporary shipping material will result in excess moisture being trapped inside the walls and cause premature wall failure. Use 16 gage corrosion resistant staples or 8d corrosion resistant nails to fasten siding. Each fastener must be long enough to penetrate 3/4" into the holding member. Nails must have a min. 5/16" diameter head. Fasten siding at all stud locations as shown in illustration 14. Fasteners must not be driven tight. This will allow the siding to move freely. Fasteners must be located minimum 1/4" from the end of the slot. An exterior grade silicone type caulk may be used around the top and bottom corner of 15 windows and doors and where channels adjoin windows as an additional precaution. DO NOT caulk in J -channels and corner post pockets or at seam areas. For best appearance, stagger laps a minimum of 3' so that no splice occurs directly above another unless separated by at least 3 courses. Never overlap panels above a door or window. Cut all panels approx. 1/411 short of all stops such as corner posts and J -channels to allow for expansion. REMOVE ALL SHIPPING PAPER BEFORE INSTALL- ING SIDING. i FIELD INSTALL ALL SIDING NOT SHOWN. EXTERIOR WALL FI.5TEING , � ANELy, Lip LAP IDING PINCN �s�.� ST 1EN RE Y f� SECJ R8 o•C STARTER STRIP A STARTFR DETAIL EXTERIOR WALL STUD SHEATHING - AIIWIMUAT I- CAP OR FACTORY PRE -NOTCH LAP PANELS I- OR ONE HALF OF THE FACTORY PRE -NOTCHED END. PANEL JOINT CONNECTION DETAIL Vinyl lap siding installation details Illustration 14 In order to fit siding around doors and windows, cut siding panels as shown in illustration 14a to fit in J channel (installed at the factory). Be sure to perf the cut edges of siding wkh a snap lock punch to insure proper connection where the siding slides under the MINIMUM 6" WIDE DIVERTER. (CAN BE SHINGLE UNDERLAY MENT, PLYDRY OR ROOFING FELT. THE TOP MUST OVER LAP THE SIDES. FASTENING NOT CRITICAL. FOR ENDWAL SHIPPED WITHOUT SIDING IN- STALLED, SECURE EDGES TO EXT. SHEATHING WITH TAPE. J -channel. Also, as the panels are being installed, make certain the diverter is properly positioned, as shown in illustration 14a, to channel moisture from behind the siding. Long term exposure of the sheathing to moisture will eventually damage the sheathing. _ TYPICAL WINDOW OR DOOR J—CHANNEL. Window/door trim detail Illustration 14a 15a SIDING. SHEATHING SIDING TO FIT NO WINDOWS. SNAP LOCK :HAT 8' O.C. CUT. ERTER AS CHANNEL vA RFHIND For shutter installation, or windows closer than six feet to the end of the wall, refer to illustration 14b below for special installation requirements. WHEN DIMENSION "A' IS GREATER THAN SIX FEET AND THE PANEL CONTAINS SHUTTER FASTENERS, USE TWO PANELS BETWEEN THE WINDOW AND THE CORNER POST, DOOR CHANNEL, ETC II 1 \A CORNER POST M_ M SEAMS NOT ALLOWED IN LAP PANELS FO LAP COURSE DIRECTLY UNDER WINDOWS. CUT EDGE OF LAP SIDING PANEL FINISH TRIM-----, SHEATHING To install top lap, fasten the finish trim at the top of the wall at 84 on center as shown in illustration 14c. Angle cut the siding to fit under the trim and punch along the cut edge using a snap lock punch. Slide the siding under the finish trim and snap into place. SEAMS NOT ALLOWED IN LAP PANELS ABOVE WINDOWS OR DOORS. SEE PANEL JOINT CONNECTION DETAIL ABOVE. Shutter installation details Illustration 14b FOR LAP PANELS THAT CONTAIN SHUTTER FAST- ENERS, USE 2 PANELS BETWEEN SHUTTERS. USE SNAP LOCK PUNCH ALONG CUT EDGE AT APPROX. 8" O.C. LAP SIDING ✓ ✓ PANEL Finish trim installation details Illustration 14c 15b. VERTICAL PLYWOOD OR HARDBOARD SIDING Homes having endwalls with vertical plywood or fiberboard siding will have a portion of the siding shipped loose to be installed during setup. This eliminates a seam at the marriage line. Follow the instructions below to finish the installation. - A 1/8" gap must be provided between vertical edges whenever the close-up panels are installed. - All saw cut edges must be sealed to prevent moisture from entering the panel. - Fasten each panel with 8d corrosion resistant nails. Install fasteners at 68 o.c. at the edges and 12° o.c. along intermediate studs. The heads of the nails must be set flush with the surface of the panels.lf a nail head breaks the siding surface, the penetration must be sealed with caulking.. This will prevent long term exposure to moisture on the interior of the siding and increase the life expectancy of the siding; REMOVE ALL SHIPPING PAPER BEFORE INSTALL— PANEL'HERE. _. Vertical siding application details Illustration 15 LOG SIDING If the end walls of your home were designed for log siding, All or part of the siding has been shipped loose. This allows the siding to be applied after the home has been set, eliminating the vertical seam at the centerline of the home. The necessary building paper, window trim and corner posts should already be installed. Use the 16 following the instructions to properly complete the siding installation. - Position and fasten log siding as shown in illustration 16 beginning at the bottom of the wall. Fasten with 12d corrosion resistant box nails at each stud location. AT JOINTS. ALL JOINTS TO BE OVER STUDS. 12d NAILS ALLOW 3-4" aFTWFFN NAII S ENGINEERED OVERLAP 1/4- TO 1 3M BOTTOM 2d NAILS. 7 1/47 LOG WIDTH 5 1/2" LOG WIDTH Log siding application details Illustration 16 HORIZONTAL HARDBOARD LAP SIDING If the end walls of your home were designed for horizontal hardboard lap siding, All or part of the siding has been shipped loose. This allows the siding to be applied after the home has been set, eliminating the vertical seam at the center line of the home. The necessary building paper, window trim and corner posts should already be installed. Use the following the instructions to properly complete the siding installation. Position and fasten lap siding, as shown in illustration 17, beginning at the bottom of the wall. Fasten with 8d corrosion resistant nails at each stud location. The heads of the nails must be set flush with the surface of the panels.lf a nail head breaks the siding surface, the penetration must be sealed with caulking. This will prevent long term exposure to moisture on the interior of the siding and reduce the incidence of premature siding failure. All saw cut edges must be sealed to prevent moisture from entering the panel. BOTTOM CLOSURE PATCHING If the closure material is asphalt base or composition material, it should be repaired by applying a patch of the same or similar material over the damaged area. Place beads of adhesive or sealant under all contact edges to ensure an airtight seal. Press the patch firmly into place with your hand or other object and use fasteners and tape to hold it in place until the adhesive sets. Be sure no gaps exist that could permit air or water to enter. It is recommended that fasteners be a type designed to spread and hold in soft material. If these fasteners are not available, a patch may be cut large enough to span the floor joist. Add blocking between the joists so that the fasteners used to secure the patch will penetrate wood on all edges. If the covering is a vinyl coated material, use vinyl patching tape especially designed to repair tears or holes. Pull torn edges together;- then cover as necessary with tape or apply a patch of the same material taped on all four sides. 17 JG vJ_ JOINTS VERTICAL BUTT ON Y• E PVI AT SSIUGAP FOR AN WITH BUTT OINTSC� ERS. OVERLAP SUCCLEAST E ,. COURSES AT INSTALL FIRST COURSE 1/8" TO 1/4- BELOW STARTER STRIP STARTER STRIP (APPROX 1 1/2" X 3/6') TO BE HELD IN PLACE BY FASTENERS IN THE BOTTOM OF THE FIRST COURSE. FRAMING NAIL 5/8" TO 3/4" UP FROM DRIP EDGE. WITH Sd NAILS. 1" OVERLAP Horizontal hardboard application details Illustration 17 UNDERCARRIAGE PROTECTION Any areas of the metal undercarriage of your home which become exposed to corrosion should be repainted or touched up. ANCHORING SYSTEM The following anchoring system is designed to resist the overturning and lateral movement created by strong winds. Your home has been designed and constructed to withstand these wind loads when anchored with frame ties. -only. The tiedown straps and ground anchors are not provided by the manufacturer as differing soil conditions require different anchoring systems. Several good systems are available through your dealer or installation contractor. The strap to frame attachment details are shown in Illustration 18 and the required frame tiedown spacing is shown in Illustration 19 and 20. The strap to anchor connection and the anchor installation method must be in accordance with the anchor manufacturer's installation instructions. Anchoring equipment shall be capable of resisting a minimum allowable working load of 3150 lbs. and shall be capable of withstanding a 50% overload (4725 lbs.) without failure of either the anchoring equipment or the attachment point on the home. Vertical straps may have been installed on this house. If so, it should be noted that the vertical straps are provided to supplement and not replace the engineered anchoring system. Under no circumstances should the diagonal anchoring straps be replaced by vertical straps. Straps must be type 1, finish 8, grade steel strapping, 1 1/4" wide and .035 certified by a Registered Professional Engineer or Architect as conforming to D3953.91 Standard Specifications for Stropping, flat Steel, and Seals. 1 thick ASTM TO GROUND 4NCHOR Anchor should be certified by a professional engineer, architect or nationally recognized testing laboratory as to their resistance, based on the maximum angle of the diagonal tie and or vertical tie loading and angle of anchor installation and type of soil in which the anchor is to be installed. The following procedure should be used for installing the anchor system: 1. Thread straps through the buckle and around the I-beam at the proper locations, (See Illustrations 18, 19 and 20.) 2. Install ground anchors per the anchor manufacturer's instructions, Each anchor must be positioned so the final angle between the strap and the side of the home will be not less than 40 nor more than 600. 3. If the terrain, I-beam location or pier height will not permit strap installation as described above, the following requirements apply: -for angles less than 40°, install a second strap from the ground anchor to the I-beam on the opposite side of the section being secured. -for angles exceeding 600, move the anchor closer to the beam thus reducing the angle. 4. Attach the straps to the ground anchor tensioning device as per the anchor manufacturer's instructions. It is recommended that all straps be tightened only enough to remove the slack. Then, after all straps are installed in this manner, retighten each strap. 5. The strap tension should be rechecked periodically until pier settlement has stopped. The house must not be releveled without first loosening the tie down straps. After releveling, all straps must be retightened. FLOOR JOIST MAIN I—BEAM SECONDARY STRAP TYPICAL FRAME TIE PRIMARY STRAP STRAP TENSIONING DEVICE GROUND ANCHOR GROUND ANCHORS: —Shall have a minimum working capacity of 3150 lbs with the load applied at an angle (between the strap and vertical projection of the anchor) not to exceed 40'. — Should be installed to their full depth, and stabilizer plates should be installed to provide added resistance to overturning and sliding forces. — Should be embeddedynj�e rost line and at least 12" obov f�f �ctteF `tttfl� PtE„ � Ek Tiedown strap details Illustration 18 ,' e • • • • ° • 1, ,IFRALD W. -o 18 ISTEV SS�O N AL� cxpnsunc xcmvr ^ HI smcwxu ANGLE /2 | �—sccqwSTRAP»«nv `�._mvcxon , `—STnm" If the angle between the primary strop and the side wo|| exceeds 500. move the anchor dnoor to the |—bconn. If the angle between the primary strop and 'he side wall is less than 400. the secondary strop must be used. MAIN I -BEAMS The maximum distance from the end of the house and the first anchor uho|| not exceed the smaller of 1/2 the maximum distance to the next anchor or 24^ (uAxuou onnANuc ocnwccw snaps When determining anchor and strop spacing: —Use exposure height H1 if the roof pitch is 20' or less. | —Use exposure height Hu if the roof pitch is greater than ZO | Single section dedown instructons U|ustrmdon19 49 ~ 19 — ` ItK EXPOSURE I HEIGHT HZ 4./2 SIDEWALL ANGLE AI STRAP STRAP SECONDARY AN, STRAP If the onglto between the primary strop and the side wall; exceeds 60 , move the anchor closer to the I—beam. If the angle between the primary strop and the side wall, is less than 400, the secondary strop must be used. ET AREA. 1EICHT E TIE - N THIS USE EXPOSURE HEIGHT The maximum distance from the end HI TO DETERMINE TIE- of the house and the first anchor DOWN SPACING IN THIS shall not exceed the smaller of 1/2 the ' AREA, maximum distance to the next anchor or 24". (MAXIMUM DISTANCE BETWEEN STRAPS) EXPOSURE HEIGHT 9'-0" 10'-0" W-0. 12'-0• 13'-0" 14'-0" 15'-0" 16'-0' 15 PSF WIND ZONE* 12'-1" 10'-10' 9'-10" 9'-0" 8'—Y 7'-8" 7'-1" 6'-8" When determining strop spacing. —Use exposure height H, if the roof pitch is 200 or less and the wall is no�,*,A&_ooffset area. —Use exposure height Hp if the roof pitch is greoter than 20 or the oj�i(* nT I an offset area. n : ••• tt C3 . Muld section bedown instructions '` �� a Illustration 20; * <.. • • •� N• JERALD W :.� ° 49 20 S Li/Z it) PAL•: \1 END ANCHORING FLOOR SYSTEM In addition to the anchors installed along the side of the home, anchors are sometimes required MAIN at the ends of the home. Refer to the End I—BEAM Anchoring Table below to determine if end anchors are required on this installation. If they are required, install the strap and anchor as shown in STRAP illustration 20a and use the End anchor placement STRAP detail to determine the proper location for anchors. TENSIONING DEVICE --- \ SSMEMBER >/LOCATE THE ANCHOR SO THAT THE FINAL ANGLE BETWEEN THE STRAP AND THE SIDE - 45' -50' WALL IS BETWEEN 450 AND 500. GROUND ANCHOR End anchor installation detail illustration 20a END ANCHORING TABLE 15 PSF WIND LOAD HOMES WITH .AVERAGE LENGTHS OF 45 FEET OR LONGER REOUIRE NO END ANCHORS. HOMES WITH AVERAGE LENGTHS LESS THAN 45 FEET REOUIRE TWO ANCHORS AT EACH END IN— STALLED AS SHOWN ABOVE. SINGLE SECTION *ANCHOR PLACEMENT. End anchor placement detail illustration 20b 20a INTERIOR FINISH WALL JOINTS The interior walls of your home may be paneling, vinyl covered gypsum, painted textured gypsum or a combination of the three. Each of these materials must be property finished off where joints occur after the sections have been property positioned and fastened together. 111 NOTICE 111 Before finishing the walls, all gaps In exterior walls must be filled with fiber glass to prevent air infiltration. If the interior walls of your home are paneling or vinyl covered gypsum, various types and colors of moldings have been shipped with the home for site installation. After filling all gaps in exterior walls with fiber glass insulation, install the molding using an appropriately sized finish nail or staple. The fastener should hold the molding securely in place but not cause splitting. Molding cutters or a fine toothed saw should be used to cut the material to the required length. A miter box and saw should be used to make angle cuts. CORNER BATTON MOLDING MOLDING /-OR PANELING EXTERIOR • SIDING Wall molding details Illustration 21 a 21 If painted textured gypsum was used on the interior walls, the joints should be finished to match the surrounding surface. This should be accomplished as follows: -Apply joint embedding compound along the joint. -Wipe off excess embedding compound and center reinforcing tape over the joint. (Reinforcing tape helps prevent cracks from appearing along gypsum joints.) -Apply additional compound to cover reinforcing tape. Allow the compound to completely dry. -Appy a second coat feathered about 2 inches beyond the edges of the first coat. -After the second coat is dry, lightly sand and apply a thin finishing coat to the joint. -After the finishing coat is dry, lightly sand and apply the appropriate texture. -Allow the texture to dry and paint as desired. III WARNING III Wear approved protective respirator when mixing powder or when sanding. CEILING JOINTS The ceiling will be a flat or Vaulted textured gypsum and an exposed beam may extend into the living space along the center of the home. HI NOTICE 111 Before finishing the ceiling joints, all gaps between the two sections must be filled with fiber glass to prevent air Infiltration. If no beam is exposed, finish the joint according to the instructions for textured walls. If the center beam is exposed, the beam may be finished with paneling and molding (see illustration 21 b) or gypsum may be installed with the joints and corners finished with compound, tape and a cornerbead at the corners as previously described for wall joints. CEIU MATE PANELL OUTSIDE STRIP CORNER MOLDING MATERIAL SEAM Ceiling trim details Illustration 21 b 22 CARPET On some homes, the carpet is shipped inside the home and must be installed after the home is erected. Professional carpet installers should be used. Care must be taken that the 'grain' of the carpet always runs in the same direction. Carpet for clothes closets should be taken from the end of the roll or cutouts. All carpet should be cut from the back side. A straight edge should be used to mark the seam to be cut. The cuts should be made at right angle to the back side using a carpet knife or razor. Be sure to match the high and low areas of; patterned carpet. All mill edges should be, trimmed before joining for seam edges. Carpet seam tape should be used at all seams. Most carpeting will stretch after a short period of usage. Proper stretching of the carpet at the time of installation will minimize the latent growth. A power stretcher should be used for this purpose. The carpet pad should be cut to fit each area to be carpeted. The pad should be placed within 1/2" to 1" of the wall. The pad should be secured with small amounts of glue, tile paste, or staples to prevent movement as the carpet is being installed. UTILITY CONNECTIONS GENERAL All utility systems are tested as a normal part of the construction process. Because damage can occur as the home is being transported, it is mandatory that each system be re -tested after the final service connections are made. ' To insure that all applicable codes are met, licensed contractors should be engaged to install the utilities to the home and make sure all connections are made correctly. WATER SYSTEM The fresh water system of the home has been designed to operate at a maximum pressure of 80 p.s.i. The municipal water pressure must be checked before making this connection. If the pressure is greater than the allowable, a pressure reducing regulator must be installed between the city water line and the home. In addition, a 'full - flow" shut off valve (port or ball type) must be installed between the Regulator and the home. The valve is to be used to shut off the fresh water supply to the home and must be accessible from outside the home without having to remove any skirting or crawling beneath the home. If the home is located in an area where the home is subjected to freezing temperatures, all exposed pipes must be protected from freezing. This can be accomplished by wrapping the exposed pipes with insulation or electric heat tapes. An electrical outlet has been placed underneath the home adjacent to the water inlet pipe for this purpose. Only heat tapes designed for use in mobile homes should be used. If the home is designed with plumbing systerps on both halves of the home, crossover connections will have to be made. The Set -Up Kit will contain two flex lines approved for use with water systems. The flex lines are to be connected to the pipes extending through the bottom covering close to the center line of the home as shown in Illustration 22. The hot water lines are identified with red paint. The water lines of some models are constructed with polybutylene plumbing pipe. When this material is used, a sufficient length of pipe is provided to allow.. the crossover connection to be made without the need of extra flex lines. Couplers and flare nuts are provided and are to be connected in the normal manner. The exposed pipe used for the crossover (either type) must be wrapped with insulation or heat tape to prevent freezing. 23 If the home is to be left without heat in a cold climate, the water lines must be cleared to prevent possible freezing and damage to the piping system. This may be accomplished by opening all faucets and applying air pressure to blow out the lines. If the home is equipped for an optional solar hot water heater, the solar collectors shall be field installed per the collector manufacturers installation instructions. HOT WATER PAINTED RED U' 1 WATER FLEX CONN. � IN SET-UP KIT JINSULATE EXPOSED LINES Water line crossover detail Illustration 22 WATER SYSTEM TEST PROCEDURE The water piping system should be tested with air pressure or water. The water heater tank must be disconnected from the system If air pressure Is usedlll The recommended test procedure is as follows: 1. Attach the pressure source and gauge to the inlet pipe of the home. (Disconnect water heater tank if air pressure Is usedl) 2. Pressurize the system to 100 p.s.i. and then isolate the pressure source. 3. The system must hold the pressure for 15 min. without loss. 4. If pressure loss is noted, the leaks must be located and repairs made. Use a soap solution to locate leaks when testing with air and visually inspect when testing with water. 5. Repeat procedure until required pressure and time requirements are met. DRAINAGE SYSTEM The sanitary drain lines of the home have been designed to discharge from a single point into the municipal sewer or septic tank feeder line. In most models, all of the plumbing has been assembled, and only the connection from the 3" discharge to the sewer service line must be made. If plumbing facilities are located on both halves of the home, then a crossover line must be installed. A flexible neoprene or ABS coupler is provided in the Set -Up Kit for this purpose. (See Illustration 23) FLOOR JOIST -1-BEAM STRAP COUPLER DRAIN LINE Drain line crossover detail Illustration 23 Due to the location of the bathrooms on some models, it is not possible to assemble the drain line inside the floor cavity. On these models a portion of the drain line must be installed during set-up. When site assembly is required, all pipe and fittings must be installed according to the RADCO approved drain line schematic specifically designed for this home and provided with the Setup Manual. All materials needed to complete this installation are included with the ship loose parts supplied in the home. The following instructions must be followed in completing the drain lines: Check all piping and stub -outs to insure that the ends are clean and free of burrs. All solvent welded connections should be made according to the instructions provided by the manufacturer of the cement. All pipe shall be inserted the full depth of the socket fitting. Assembly of the field installed portion of the DWV system should begin at the most remote end and work toward the outlet. All cleanouts shall be accessible with a minimum unobstructed clearance of 12 inches directly in front of the opening. Each cleanout fitting shall open in a direction opposite the flow or at right angles to the pipe. The grade of the drain line must be at least 1/4" of fall for each 1211 of run unless otherwise noted on the DWV schematic included with this manual. When the assembly is complete, the permanent drain line supports shall be installed at maximum 48" o.c. See Illustration 24 for suggested methods of drain line support installation. The completed DWV system shall be subjected to a flood level test as required by section 3280.612(b)(3) of the Federal Manufactured Home Standards as follows: "The home shall be in a level position, all fixtures shall be connected, and the entire system shall be filled with water to the rim of the toilet bowl. (Tub 24 avid shower drains shall be plugged.) After all trapped air has been released, the test shall be sustained for not less than 15 minutes without evidence of leaks. Then the system shall be unplugged and emptied. The waste piping above the level of the toilet bowl shall then be tested and show no indication of leakage when the high fixtures are filled with water and emptied simultaneously to obtain the maximum possible flow in the drain piping." JOISTS /U � 1x3 LUMBER 2 16 GAGE STAPLES J EACH END (7/16'xV) \ MINIMUM 2x3 LUMBER - / GALV. OR ALUM. STRAP 2 ' STAPLES EA SIDE DRAIN PIPE Typical outside drain assembly Illustration 24 GAS SYSTEM Connections The gas piping system for homes equipped with gas burning appliances are designed to operate at pressures not to exceed a 14 inch water column (1/2 p.s.i.) and not less than a 7 inch water column (1/4 p.s.i.) A pressure regulator capable of maintaining these allowable pressures must be installed in the event the municipal pressure is greater than the allowable. It the home is constructed with gas appliances on both sides of the home, it will be necessary to install the gas crossover flex line before the piping system is connected to the supply line. An AGA approved gas flex line equipped with a "Quick -Disconnect" coupler has been provided in the Set -Up Kit, if required. The direction of gas flow is noted on the coupler. It is essential that these directions be followed: (See Illustration 25) NOTE -Inlet and crossover connections should be made by an authorized or licensed gas serviceman. -Each fitting and appliance should be checked for gas leakage by qualified service personnel after all connections have been made. (See Gas Test Procedures) Gas line quick disconnect Illustration 25 III CAUTION III Check all gas appliances to Insure they are setup for the type of gas being supplied (le Natural or Liquid Petroleum Gas). Conversions, when necessary, must be made by qualified personnel. All conversions must be made In accordance with the Instructions provided by the appliance manufacturer. Gas System Test Procedure The gas piping system should be retested before the system is placed in service. It is essential that qualified personnel perform this test in order to insure safe operation of all gas appliances. Many gas utility companies (and often will conduct this test) that the system be pressure tested before connecting to the .gas meter. The recommended test procedure is as follows: . III CAUTION 111 -Do not apply pressures greater than 0.5 P.S.I. -Do not use soap solutions containing ammonia on brass fittings. 1. Open the shut off valve to each appliance. 2. Apply a pressure of 0.25 to 0.50 p.s.i. Use a pressure gage calibrated in 0.1 psi increments to measure pressure: 3. Apply a soap solution to all fittings and flexible connectors while visually inspecting for leaks. 4. Eliminate any leaks that are found and continue testing until all fittings and connectors pass. HEATING SYSTEM There are three basic types of downflow forced air heating systems used in the construction of Fuqua Homes. Each system requires the installation of one or two insulated flexible ducts during set-up. The appropriate number and size of ducts are provided with the home. If additional flex -duct is 25 required, it must have a minimum R-4 insulation value and a continuous vapor barrier with a perm rating not more than 1 perm. Collars, on which the flex -ducts are to be connected, have been properly placed to the underside of the primary ducts at the time of construction. The flex -ducts are to be installed by first removing the protective tape covering the collars, then placing the "screw - clamps" over the connecting flanges. The screws should be sufficiently tight to prevent air leakage but not to the point of "buckling" the collar. Illustration 20 shows the three systems requiring this procedure. Exterior crossover ducts must be securely strapped to a floor joist or chassis member at maximum 48" O.C. A minimum 4 inch ground clearance must be maintained. In order to maintain the proper ground clearance, the circular flex duct may be compressed to an 8" oval. It may also be supported by concrete blocks or pressure treated pads. See Illustration 26. Heat duct crossover systems Illustration 26 ELECTRICAL SYSTEM Power supply The electrical system of your home is designed to be connected to a 120/240 volt power supply rated between 100 and 200 amperes. The conductors connecting the electrical distribution panel (breaker box) and the service equipment (meter base and/or breakers) are called feeders. An adequately sized power supply at the meter must be available at the site. A power supply that is too small may result in premature equipment failure and/or nuisance tripping of the breakers. The proper rating for the power supply can be located on the breaker box and on a tag located outside by the feeder or service entrance. Feeder wire and junction box In order to select the proper size feeder wire and junction box, determine the correct size power supply as described above and refer to the Electrical feeder and Junction Box Size Table below. These values are based on an ambient temperature of 86° F and do not take voltage drop into consideration. Four insulated feeder conductors are required, one of which must be a grounding conductor. The feeder conductors may extend upward and feed through a mast or weatherhead or they may extend down and connect through a junction box selected from Electrical Feeder and Junction Box Table shown below. If a masthead is used, it may be located above or below the roof overhang. If it extends above the roof, allow a minimum of 8 feet clearance above all points where the conductors pass over the roof. There are two exceptions to this rule. 1) If the roof has a minimum slope of 4 in 12 or greater, the vertical clearance may be reduced to 3 feet. 2.) If no more than 4 feet of service -drop conductor pass above the roof overhang and the conductors terminate at an approved support, the vertical clearance may be reduced to 18 inches. A minimum clearance is also required between the final grade and the service conductors. This dimension varies from 10 to 18 feet depending on the type of traffic anticipated below the service drop. (See the National Electric Code for additional information.) Whenever practical locate the service head above the point of attachment of the service -drop conductors and make them raintight. If a raceway extends from the. distribution panel to the underside of the home, an approved junction box or fitting must be used to connect to the supply raceway. The junction box or fitting and the feeder conductors are to be supplied by the installer or owner. Install the properly sized conductors from the distribution panel to the service entrance. All conductors must be buried to meet minimum burial requirements outlined in the National Electric Code. Conductors emerging from the ground must be protected to a minimum depth of 18 inches and at least 8 feet above the ground or to the point of entrance into the home. Grounding All feeder connected homes must be properly grounded through the grounding bar in the distribution panel. The neutral bar shall not be grounded. This safety requirement will help protect the occupants from electrical shock. The grounding shall be accomplished by attaching the feeder ground wire to the grounding terminal in the distribution panel and to a suitable ground at the service entrance (meter base). If the meter base is located on the home, a grounding conductor, (continuous length of #4 copper minimum) must be connected to an approved grounding electrode. The grounding electrode should be an 8' length of 1/2" diameter copper rod or 3/4" diameter galvanized steel pipe. The electrode shall be driven into the ground at least 12" below the surface and 2' away from the foundation or buried horizontally at least 30" below the surface. The grounding conductor must then be connected to the grounding electrode with a grounding clamp and cover. • Electrical Feeder and Junction Box Size Table MINIMUM SIZES FEEDER. WIRE TYPES (AWG) AND SIZES (AWG) RH - RHH - RHW - TWH - THWN - THHN - XHHN FEEDER AND MAIN JUNCTION CONDUIT CONDUCTORS NEUTRAL GROUNDING BREAKER BOX SIZE RED OR BLACK WHITE BARE OR GREEN SIZE (INCHES) (INCHES) COPPER ALUMINUM COPPER ALUMINUM COPPER ALUMINUM 100 AMP 10 X 10 X 4 1 1/4 # 4 # 2 # 4 # 2 # 4 # 2 150 AMP 10 X 12 X 4 1 1/2 # 1 2/0 # 1 2/0 # 1 2/0 200 AMP 12 X 12 X 4 2 2/0 4/0 2/0 4/0 2/0 4/0 26 METER BASE SERVICE EQUIPMENT DISTRIBUTION PANEL (WITH ISOLATED NEUTRAL) m m RRICM L - J m m I CMC 2:L F- T- II C=t=:J2 lel EQUIPMENT rn r F--=-4- — jel GROUNDING 121 I' I L2J L2J BCNDEO TO ENCLOSURE ' MAIN BREAKER t— — t —_ r—T--1 2 BUS 1e1 lei LINE � TERMINALS z 12 L - 1 - J lel amass rix s] — Ia le eJ NEUTRAL BUS NOT BONDED TO ENCLOSURE CONDUIT SERVICE ENTRY II I • (SEE TABLE) +. #4 COPPER GROUND TO APPROVED GROUNDING ELECTRODE SYSTEM. Electrical connection details Illustration 27 Test Procedures The electrical tests should be performed only after all interior and exterior trim installations have been made. All electrical tests should be performed by qualified licensed electricians only. Use only approved testing equipment for these tests. CAUTION The electric water heater circuit must be turned off or the tank must be filled with water before power Is supplied to the distribution panel In order to avoid heating element failure. The recommended test procedures are as follows: A. Continuitv check: 1- Continuity - 110/220 Volt AC. The grounding continuity test must be performed before the feeder conductors are connected. 2- Connect one clip of a flashlight continuity tester to a convenient ground (galvanized water line, metal skin, etc.) and touch the other clip to each fixture canopy. The continuity light should illuminate if the fixture is properly grounded. 27 CHASSIS GROUND CONDUIT WITH FEEDER CONDUCTORS 3- Repeat this test for direct wired appliances and fixtures. 4- Any defect noted must be repaired and retested before electric service is connected. B. Polarity and operational check: 1- (Perform after the electric service has been connected.) The home is to be tested for reversed polarity, open grounds and shorts by plugging a circuit tester in each receptacle in the home. 2- The cause of any defects should be found and repairs made. 3- Install light bulbs in all fixtures and check for proper operation by turning on the appropriate switch. 4- Repair or replace any fixture or switch that fails to function properly. C. Ground Fault Circuit Interruption check: 1- Make certain that each receptacle requiring GFCI protection is'on the correct circuit. 2- Check each ground fault interrupter device by pressing the test button. 3- Replace any GFCI device that does not function properly. Crossover Connections The primary junction boxes, in which the crossover connections are to be made, are located at the rear centerline underneath the floor. Due to specific electrical requirements of some floor plan designs, additional crossover A -HALF S -HALF CROSSOVER CONNECTOR JUNCTION SOK JUNCTION SOI . 0 NO OPOUNO COLOR COOED WIRES MULTIPLE CIRCUITS IIS VOLTS OR SSC VOLTS 1. Remove inspection panel and junction box cover plate to reveal cables. 2. Insert cables from secondary half into junction box located on the opposite half. 3. Connect the color coded wires with properly sized connectors. 4. If the junction box is metallic, attach ground wire to box with approved grounding clip or lug. 5. Secure all cables to structural members within 12" of the junction box. 6. Replace insulation and reinstall the cover plate and inspection panels. 1. If an AMP cable connector is used: a. Orient the connectors so the mating ends align with each other as shown. b. Slide the connectors into each other until the locking latches engage the locking tabs. 2. Make sure insulation is in place and replace close- up material. junction boxes may be placed along the center- line of the home. Also, any of the four crossover methods shown may have been used. The conductor connection requirements are the same for each method. For specific instructions for completing each type of crossover, see Illustration 28. 1. Remove the junction box cover on the utility half and install the conduit and conductors provided between the boxes. (See Illustration) 2. Connect color coded conductors using properly sized connectors. 3. The junction box must be provided with an approved grounding clip or lug. 4. Replace and secure junction box covers. TVPICAL SRANCN CIRCNT M . M SWTCN AMSTAUOMCGP mMall"U" ONOYITC "OK LOCATION �RoiiESre 0 FLOWN SN' OESF OADO IN RIM JOIST' •1S GA. HM MM PROTSeTORS 1c� 4 1 PLYWOOD ACCESS PANELS FASgNSO TO FRAMING WITH SCRSWG 1. Remove exterior wall close-up material. 2. Pull conductors from 13 -half and thread through junction box in A -half. 3. Move inside house and connect color coded conductors using properly sized connectors. 4. Make sure wire protectors and insulation are in place and replace wall close-up material. LOCKING LATCH HATCHING FACES Crossover connection details Illustration 28 28 FIREPLACE AND APPLIANCE INSTALLATION FIREPLACE INSTALLATION When an optional fireplace is installed, the installation will be complete except for the chimney and combustion air ducts. Both Items must be finished before the fireplace can be used. Chimney - Before installing the chimney, remove all weather -protecting materials covering the exhaust stack and view inside of the exhaust chimney and be sure to remove any foreign material before continuing. All of the parts required to complete the chimney installation have been shipped with the home. Installation instructions for the chimney are provided by the fireplace manufacturer and are placed either inside the fireplace or with the box of parts. Combustion Air Ducts - The combustion air for the fire chamber must be drawn from outside the home. This serves a dual function of maintaining clean air in the home and preventing cold air from being drawn into the home through openings around windows and doors thus making the fireplace a more efficient heating unit. When this home was built, the combustion air ducts were terminated just beneath the bottom covering of the floor. If the home is installed over a crawl space or basement or skirting is installed after the home is set up, these ducts must be extended to a point outside the enclosed area under the floor of the home. Due to the variety of field conditions encountered, the ducting and connectors are not supplied by the manufacturer, however they may be purchased from your local hardware store. Installation instructions detailing this work are provided by the fireplace manufacturer and are placed either inside the fireplace or with the box of chimney parts. FURNACE ROOF JACK CROWN ASSEMBLY The furnace roof jack crown assembly for this home may have been shipped loose in order to comply with transportation requirements. If this is the case, a warning tag will,be attached to the fuel supply line, the furnace and the furnace thermostat. The crown assembly must be installed before placing the furnace in operation. The roof jack crown assembly and instructions for installation are located inside. the home. 29 RAIN CAP SEE FIREPLACE MFG. � �--. INSTALLATION INSTRUCTIONS SPARK ARRESTOR FOR MIN. ROOF CLEARANCES —CHIMNEY CAP ADAPTOR I I i _J_—TRIPLE WALL PIPE � . 1 I I STORM COLLAR FLASHING COMBUSTION AIR DUCT TO OUTSIDE WALL— / BASEMENT OR CRAWL SPACE �d Fireplace installation details Illustration 29 CLOTHES DRYER EXHAUST VENT Most homes are designed and constructed to accommodate a clothes dryer. If your home is so designed, an opening has been provided in the exterior wall or through the floor for the installation of the exhaust duct. To properly complete the construction, the protective shipping covers must first be removed; then follow the instructions provided by the appliance manufacturer. Illustration 30 shows the most common installation procedure. CAUTION All moisture -lint exhaust ducts must terminate outside the home to prevent excessive amounts of moisture accumulation under the home or Inside the walls, roof or floor. • FLOOR INSTALLATION FLOOR PATCH EXT. WALL WALL INSTALLATION WALL PATCH VENT --r PIPE l _ EXT. CAULK WALL �1 FLOOR I JOIST I EXT. WALL I ------- WALL \� FLOOR PATCH JOIST _ PLYWOOD J PATCH / SKIRTING SKIRTING FIELD INSTALL THRU SKIRTING Clothes dryer vent Illustration 30 SKIRTINGNENTILATION Skirting is strongly recommended. It reduces the circulation of cold air under the home where the heat ducts and plumbing are generally located.. The installation of skirting should be considered necessary to prevent plumbing from freezing if the home is installed where temperatures fall below 250 f. for any prolonged period. Wood, metal, or other common siding materials may be used for skirting. If wood products are used, it is essential that the material be properly treated to prevent deterioration from moisture. If the home is to be located in an area that is known to contain termites or other wood eating insects, then adequate measures must be taken to protect skirting material as well as the underside of the home. Any commercial pest control company can recommend the treatment best suited for your particular locale. Skirted homes with recessed entries, porches or decks, which permit water to pass through the flooring must have skirting or a foundation wall between the entry, porch or deck and the rest of the home to prevent water from draining under the home. When skirting is installed, the area under the home must be vented to minimize the accumulation of moisture. The required venting should be accomplished by the installation of vents having a net free area of at least 1 sq. ft. for each 150 sq. ft. of floor area of the home. The vents should be equally (approximately) spaced along each side and the ends of the home with vents located near the corners. This arrangement should provide good cross ventilation. The vents should be of a corrosion resistant material. At least. one access panel, min. 18 in. x 24 in., should be installed in the skirting to allow adequate space for access to the under side of the home. Additionally, the area around the home should be properly graded to provide runoff of excess moisture. 30 AIR CONDITIONER INSTALLATION * * * CAUTION * "" All electrical connections made to energize the air conditioning equipment should be made by a licensed electrician. The complete installation must.conform to Article 440 of the National Electric Code and applicable local codes. " Branch circuits installed at the factory for the purpose of energizing air conditioning equipment will have a junction box located on the bottom side of the home. A data plate will be placed on the side of the home adjacent to this box, outlining the maximum full load ampere draw for the indicated branch circuit. In installing air conditioning equipment, it must not exceed the indicated circuit rating. "A" coil air conditioning units installed must be listed for use with the furnace in this home, and the instructions shipped with the air conditioner should be closely followed in making the installation. When the electrical connection is made via a junction box beneath the home, the field installation wiring beyond the junction box must incorporate a fuse disconnect (size in accordance with NEC Article 440) located within sight of the condensing unit. The maximum fuse size to be used with the fuse disconnect is marked on the condenser data plate. The acceptability of the air conditioning equipment, the rating, the location of the disconnect, the branch circuit protection, and the connections to the equipment are to be determined by the local inspection authorities. EVAPORATIVE COOLER NOTE: The electrical connection must be made only by qualified personnel. On models equipped for installation of optional evaporative cooler, install the roof mounted cooler according to the instructions with the cooler. Remove the cover from roof mounted junction box and make the connection of the color coded wires using properly sized connectors. (See Illustration 30). NOTE: Coolers rated between 12 and 16 Amps to be Installed on 20 Amp circuit. Coolers rated at 12 Amps or less are to be Installed on 15 Amp circuit. WEATHER PROOF JUNCTION BOX LOCATED ON ROOF OF HOME • • , ROOF JACK Evaporative cooler connection Illustration 31 31 EXTERIOR LIGHT CONNECTION Remove Junction Box cover. Make color coded wire -to -wire connections using wire nuts appropriately sized for connection. (See Illustration 32). Secure light fixture to Junction Box. Furnish bulb and attach globe. EXTERIOR LIGHT FIXTURE GLOBE JUNCTION BOX GROUND CONNECTOR COLOR CODED WIRE NUT WIRES Exterior light connection Illustration 32 Some fixtures have conductors that are not coded black and white. In this is the case, examine the conductors closely for 'tracers', (markings used to distinguish one conductor from another). The conductor that has the 'tracer" must be connected. to the white conductor. FINAL INSPECTION GENERAL After your Fuqua home has been completely set up, it should be professionally inspected for transit and set-up damage and to insure that nothing has been overlooked which could cause a service problem. Special emphasis should be placed on the following items: EXTERIOR SIDING & TRIM A thorough check should be made ' of all portions of the exterior siding to make certain that it is not cracked, split, buckled, or loose. Any siding observed to be in this condition should be repaired or replaced. All fasteners that are loose should be retightened or replaced. All decorative trim pieces or molding strips, including J -rail or molding along the edge of the roof, should be checked to make certain there are no gaps or voids in the sealant tapes or caulking material. If any such places are observed, they should be released. ROOFS The roof should be checked to make certain that all flashings are in place and properly attached and sealed. If you home has a metal roof installed, it should be inspected for any signs of cracks or holes. In the event your home has a composition roof, the shingles should be checked for proper attachment, making certain that none are loose or have been displaced during transit. 32 111 CAUTION III On metal roof applications, the roofs do not have a solid sub roof material. If it is necessary to walk on the roof for repairs or Inspections, plywood sheets or boards should.,be used to distribute your weight over several rafters. If required to step directly on the metal roof, care should be taken to avoid placing your weight directly between rafters. You should always attempt to step directly on top of a rafter. If this Is not done, the seams on the metal rood could be damaged. CLEARANCES If there are any low -hanging trees or bushes adjacent to your home which could damage the exterior or the roof, they should be trimmed as necessary. Future growth of these bushes or trees should be considered as well as their possible movement during wind conditions or under snow or ice loads. OPERATIONAL CHECK Make a complete final check of all components to insure that all are operating properly. This includes all swinging and sliding doors, drawers, windows, electric circuits, appliances, exhaust fans, smoke detectors, ,ground fault circuit breakers, etc. Check the operation of sinks, bath tubs, shower stalls, washer connections, and all heat registers. Adjustments should be made where necessary. RELOCATION THIS HOME SHOULD ONLY BE MOVED BY A PROFESSIONAL MANUFACTURED HOUSE MOVER. If you find it necessary to move your home, the following items must be checked closely: Obtain the roof load, wind load and temperature zone requirements at the new destination. If the requirements are greater than specified on the compliance certificate of your home, the home should not be moved to the new destination as modification costs will most likely be prohibitive. If you are uncertain, a competent manufactured home mover, the dealer or the manufacturer should be contacted to ensure your home meets the new requirements. If tires and/or axles have been removed, they must be replaced with minimum 6000 lb. rated axles and 3000 Ib. rated tires. On axle assemblies, the condition of the bearings and brakes must be checked and repaired K necessary. Tires must be checked for proper inflation, minimum 1/16" tread and checks and splits. 2x6 diagonal shipping braces must be secured at the front and in the axle area after the units have been separated. * Ridge beam supports must be placed at maximum & O.C. in open areas. * Appliances must be secured to prevent movement during transportation. * Dust caps must be placed on the ends of all pipe. connections. * Any home that is stored more than 15 days must be blocked to prevent excessive deflection and possible structural damage. The blocks must be placed under each I -Beam at the rear of the home and midway between the axles and hitch. Remember, this home was designed to be transported with only minimal contents. If additional furniture, personal belongings, set- up materials or other items are stored in the home during transit, substantial damage may result. This damage is not covered under the warranty. 111 CAUTION 111 Do not store Items In this home which were not originally shipped In the home If it Is being moved. Additional weight during shipment will result In transit damage. The National Mobile Home Construction & Safety Standards Act is administered by the Department of Housing & Urban Development (HUD). Any questions concerning the Act or consumer's rights under the Act, should be directed to H.U.D. In order to contact H.U.D., you should refer to the Department of Housing and Urban Development under listings for the U.S. Government in your phone book. Your letter or call should be directed to the "Consumer Complaint Offices" in the local H.U.D. or F.H.A. office. The central H.U.D. office may be contacted directly by writing or calling the Mobile Home Standards Division, Department of Housing and Development, Washington, D.C. 20410. (Telephone: 202/472-4703). 33 lr SITE PLAN REVIEW APPLICATION Date: % — 2- .. AP# Permit Number (if applicable) APPLICANT INFORMATION Parcel Size:�e- Owners Name: �1%(D ' '� e % r_> j e z Owners Address: 1 S 1 hd1 Ll 64-4--r tf Q Plg2n i�o_S e Telephone No.: �� - 3 �i 22 �; 2 &I O Situs Address: d3 L0 L r,� U_N) l_o - Proposed Use: Residential ❑ New Single Family Residential ❑ Single Family Addition ® Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use). .a Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval ❑ Site Plan Stamped Approved By Date -20 Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ® Snow Load Area: • ) k5 QX;), -r (D 2QF&D --PT' ❑ 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) 91 SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: • Flood Panel No.: D S--? 5 C, 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/Mu I berry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance -------------------------------------------------------------------------------------------------------------- ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: A R — 1 Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front �s D 2 Side I p �© Side Street Rear Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Applicable.Development Fees: Standard Fees Amount ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads . ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Drainage Area ❑ Thermalito Urban Area ❑ Other Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) 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 ❑ Deeds: Date of Creation: Legal Access Provided: ❑ No Deed of Reference: Legal Access Required ❑ No Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Decd Creation:❑ No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Yes ❑ Yes ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger I ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current,Environmental Health Department requirements Page 3 of 5 E Subdivision Map/Parcel Map: Map Date of Recording: f1'." 2-- - Book: i 2 7 Page: 9 6 / 6 ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval• �J& JJ C ❑ 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. EJ F Page 4 of 5 qo /� 7 g -i3 -q 1 IN bil IN 8��.; �v2-�S (Rev. 12/96) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive O,roville, California 95965 • Telephone (530) 538-7541x3- APPLICATION AND PERMIT Q pE RMIT NO. ASSESSOR PARCEL NUMBER 055-290-086 ZONING BUILDING PERMIT OWNER JEFF CYDNEY DIXON876-1398 TELEPHONE SO. Fr, OCC. BUILDING VALUATION .OWNERS MAILING ADDRESS 715 TWILIGHT CR, FARADISE 95969 20 36 JL_ 109,944.00 CONTRACTOR'S NAME BILL KIRBY/SERENITY TELEPHONE 228-2290 CONTRACTORS MAILING ADDM BOX 423, ALTAVILLE, CA 95221 L"V CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ 109 944.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee 671 $ 335.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 23.00 BUILDING ADDRESS 5 U BLBALATON, PARADISE Energy Plan Checking Fee $ $ PERMIT FEE $ 378.50 LAT NO. SUBDIVISIONS NAME PM _ _ _ _ PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE 2. bl AC SF ❑ Duplex ❑ Mobilehome EX Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15.00 15-0 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW SITE NEW ME PERM 4RR Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service 000v OR LESS 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 inforce and effect. License Class1;5 Lic. NO. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00NEW CONST. DWELLING OCCUP, OR ADDNS. ( a ACC. BLDS. SO 3.5¢FT. NO.REOSIUT. MULTI -OUTLET 97,50 PowER APPAwLTus a SINGLE 0UT1.ET CIR. Ex. OCCu OUTLET OR FIXTURES BAL 9' 0 Ex. Occup. ouTLEEiAPP 6ID °EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 4-3.00 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My worker ' nsaon insurance caVier anlicy number are: . V— A"_ Policy Number :Z11—al I (A('r— ) J I (The above sections need not be completed 6 the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall• forthwith comply with those provisions. X Date �G�3 Signature of Applicant - ❑ Owner ❑ Contractor AAgen An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation S PERMIT FEECarrier Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. Tv7E TOTAL FEE $ 501.50 HAZ IMP FLOOD I CDF PARC¢ V/ PD HD SU This permit is hereby is ed under of the B County C de and/or in d a r ish fees have By PERMIT EXPIRES ON Iata the applicable provisions Resolutions to do work been paid. fr? Ar I DDat V (> Receipt No. 2 WHITE-D.D.S.-B.D. CANAMWASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT �}��,� ��`a- .T N. "f"9,f•vR -. �- -•-•• i•rr„nciwv`ae�.'T'vlw+n.v'•.••wr..'�"""'�yK�9..vnr�y.�,w.—. .yy,,•ry�rwyw"n�,.,*y.�rx. COU ATY OF BUTTE-DEPARTA&IOF DEVELOPMENT SERVICES -BUILDING DIVISION County Center Drive, Oroville, CA • 95965 Phone (530)538-7541 Fax (530)538-2140 PERMITAPPLICATION DATA SHEET OWNER: Je o! !y 2 ) XtJ�ASSESSOR PARCEL NUMBER Proposed Building Use: Counter Technician: Date: Z �� Items required in order to apply for a permit. All boxes MUST be checked bu marked NA in order to apply. ❑ - 1.. Plot plans, 3 or 4 sets, signedty the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! Cl ,O 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie dow�i,or foundation plans, all in duplicate. ❑ 7.. Metal buildinjj(QQ) etal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans�riiri A . All of these must be stamped and wet -signed by the engineer. ` Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The.permit will be indexed and returned to the plan review line-up when required items are received. Date Receivedl`' 1 -)By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate .......................... s �` ❑ 9. Plot plan and business license approval from the City of Biggs ..................`° -J ........., ❑ 10. Letter of intent for non-residential buildings......................................................:.. ❑ 11. Detached Accessory Building Form filled out by the owner ...................................... ❑ 12. Hazardous Material Form............................................................................... 4 ❑ 13. Other Remaining items needed to issue the permit. (May require add Tonal plan review upon receipt of the following items.) 14. Fees as shown on the attached Schedule of Fees Due SSheet:.. r1..e.....`.'.� 1........... w� �s Sanitation and lot lana approval from the En ron eal ea tom~ ^ d .i ❑ Statement of Intent for Non -heated and A/C uil` in s........:.. P P PPS hrDepa�tr &h in G 0 17,City of Chico Plumbing permit.. .................. ...`�-,</ C� 18. California Department of Forestry, planya 3 oval 4 paid Sent by.-: �% .... a ❑ 19. Planning approval for (A) Use: Dk (B)�'arking: (C) Parcel Check 1 U _3t ❑ 20. Contact Land Deveho men. �bo�it ❑�Iinpfo�ements, El Drainage ........................... ❑ 21. Encroachment Permi for ilriveQy from the Public Works Dept. (constructioi�a�pprowal for to,occupancy). f ❑ 22. Pre -Inspection for _ required ................ ' (- � c) ' (� ❑ 23. Contractor's license information. (Num. e dame Style, Classification) ...................... ` ❑ 24. Worker's Compensation Carrier and P4icumbea..`� -- -' .................. ❑ 25. Owner -Builder Verification (❑ Given fp owner, ❑ Mail6d toowner) ..................... i C1 126. Letter of Signature authorization.................................................................... 2/' Recorded copy of Agricultural Acknowledgment Statement .................................... 9- -0 ";' ❑ 28. Manufactured home utility,clearance............................................................... ❑ 29. Existing violations and/or expe................✓ ............................. . ❑ 30. ❑ Grant Deed, ❑ M.H. Titl atement of Facts Letter from Legal Owner, heck to H.C.D. $ VI. Other: MH /ie lam- /,j v Poe* T 1A>•`ti When issued Telephone S6 6 - y`1 SJ and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: Date:- 1. ater 1. Index permit application for the above items numbered: 7j 1 Plan Check Letter 2. Additional items required , Contractor, designer ne , was advised cf the above data by hone; ❑ mail ❑ counter, by Date: Contractor, design ,.owner, was advised of the above data by phone, ❑ ma' , ❑ cou ter, by Date: r Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by: Date: Structural approved by: t7pk Date: o o Note transfer by: Date: . Yellow: Buildine Division �. E.H. us E ONLY Piot Pian Attachod YeS Floor Pian Attached Sento B.D. -b. L TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance 55-Z9b -- 0 86 Owner Location AP# Plan Approved for: Sewage Disposal X Water Supply: Public��— Private Well &r/,1,,-7Clearance for dwelling. Other 'q b.,-► 17,,QWe w�aIla,4i�' �a-va:: -,0, Hold final for: Cinni Aaaranea n K fnr- �' Environmental Health Specialist Date 8/96 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT -SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 OWNER J SCHEDULE OF CL."d"'le 6 DUE Xo .� PROPOSED BUILDING USE 1. BUILDING PERMIT FEES Balance Due ....................... $ Additional Fees Due ................. $ Additional Fees Due ................. $ Revised Plan Checking Fee .............$ 2. SCHOOL DISTRICT FEES 10,_), T 4 (paid at District Office) (Available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential x $360.00 = $ Units Commercial (sq. ft:) ............... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES (paid at Building Division) Residential ......... ........ -x-=s # Units Amt. Commercial (sq. ft.) ............ -x_=$ Sq. ft. Amt. 5. RECREATIONAL DISTRICT FEES (paid at District Office) (Available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES �� $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A.P.# S5^ - Z90 -flBG DATE Z J3 RECEIPT # DATE REC. CIO 1-Y 2-3 011 At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may ha been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above men ned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner * (Rev.1 /00) f5 r�: s School District ID A.P. Number f✓� i Property Owner Property Location/Addi€ss Subdivision '.BUTTE COUNTY SCHOOLStIMPACT FEE CERTIFICATION FORM '(One form per Building) .P r i r ti Building Department No. X Junsdiction" ,1} City County i.� Residential Development a No of Living Units Lot No. Sq. Footage``', Mobile Home Addition/ *Supplemental to (Group R) Installation ConversionPermit # '(No foundation inspection): Commercial/Industrial New Addition r r A Building Department Representative �1 (Floor Plans reviewed by School District Personnel) Sq. Footage (Including Exterior Roofed Areas) Date r ue�School District certifies that (Applicant) . % 1 • }.f (Street Ad. ressly i , ?, ;• r ;; i" f (Phone Number) vA> 4.11,- (Cit .1t (Cit has complied with the requirements of Resolution No. representingy 'r square feet. � ..fi�rr ��4f"i�..h 6cool iDistri4.tRe®r�.s.ntatilve 11 r�l (State) / ,? �IZip Code) ' by payment>of_$aI AB 2926 $ FULL MITIGATION $ IA o -z Date Z) i '•'-:S T Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 660201a), within 90 days from the date fees are paid. Failure to submit a timely written_ protest will prohibit you from challenging the imposition of the fees in any court action. i If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is / notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. , White (applicant), Yellow (building department), Pink (school district) i feeform.xls (10/98)dmm AN REVIEW RESPONSOFORM In order to expedite the Inview of YJKZ please compb to the following informatson and ra um this form with your re -submittal. this form is not complete. as w all oorredion ittm we will not be able to aooept your resubmittal for review. There must bei Y response to every item requested in our plan eo: 6XM ktter. "By otbef is not con red a valid response. Please indicate y cesponx to each item and the location where the in6ormadon an be bond on the plandedcs. am mm"w m s wwws &rw A�esu uervu acuica 1 •Mn MTPTYLS w■ a - Jeff And Cydney 1 8/20/03 6j55'ag0- -oR-C I 03-1961 DA August 14, 2003 PLAN CHECK ITEM 8 RESPONSE:' LOCATION ON PLANS/CALCS: Structural4 Tim cod Lines 50 & 69 _ _ _Shear Transfe to OSB has been determiln-ed—f_- • -_ .ng sche.duleded to detail.on lans and in the notes ha a been added to details 3 and 4/FP r�LANHECK i� 11-Sw CCl� ytAcWs 3 TEMV RESPONSE BY: �i�V t YL � Fb VL LOCATION ON PLANSICALCS: L Sop�.t= 33Structural p, t cow t tjeoki'Z tL4Z Tim Wood.AIMS n COMMENT, �- N D S t a b l e ya changed a a6equfred . Anchor Bolts added to 2 - Structural ,) ITim Wood Line 72 through 86 F vertue to righting moment of manufactured coach weight — g I RESPONSE BY: Structural 3 1 Tim Wood Note pertain ommon nails ■ Q Deleted ■ p<R r -0 f 41 RESPONSE FOR PLAN CHECK LETTER DA PLAN CHECK ITEM # IRE BY: TION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: 4 COMMENTS: PLAN CHECK ITEM N RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: i PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: August 14, 2003 Jeff and Cydney Dixon C/o Bill Kirby P.O. Box 423 Altaville, CA 95221 Ln • Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-754.1 (530) 538-2140 FAX Assessor Parcel Number: 030-500-001 Building Permit Number: 03-1597 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. NON-STRUCTURAL COMMENTS: None STRUCTURAL COMMENTS: 1. Provide overturning calculations to support the mudsill anchors specified on the plans. Note that only 2/3 of the dead load may be used to resist overturruug per the UBC. 2. Anchor bolts shown on the plans appear to be overstressed. Allowable load for a 5/8" anchor bolt installed in a 3x pressure treated Douglas fir sill plate with 6" embedment depth is 1140 x 1.33 = 1516 lb. per '97 NDS Table 8.2E. The calculations for lateral force resistance in the transverse direction use 2750 lb. per anchor bolt. Please revise calculations to show correct values. Allowable load for a 5/8" anchor bolt installed in a 2x pressure treated Douglas fir sill plate with 6" embedment depth is 890 x 1.33 = 1184 lb. per '97 NDS Table 8.2E. The calculations for lateral force resistance in the longitudinal direction use 2750 lb. per anchor bolt. Please revise calculations to show correct values. Please show anchor bolts in detail 2/FP. 3. Note 1 states that "all nails shall be common," note 2 states "all nails shall be hot dipped galvanized." Please clarify which type of nails you intend to use. 4. Please specify required edge and field nail spacing of shear ply in items 6 and 7 of the notes and show location of required edge nailing on details 3/FP and 4/FP. If you wish to discuss any of these requirements, please call (530) 538-754.1. between the hours of 1.:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Martha. Philo will answer your structural questions. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Martha Christy Plans Examiner M. Timothy Wood, P.E. Philo Hunt, P.E. Plan Check Engineer I of 1 `COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 1. 7 County Center Drive ° Oroville, California 95965 • Telephone (530) 538-7541 V�P, � T c 04, 1- 112l ' APPLICATIONANDPERMIT / BUILDING PERMIT g "E 3 SO. FT. OCC. BUILDING VALUATION s wuuw ADORES Z CJ q W Cr 106&dSG _ rE1�D►rE ,5e�7T 12r?•2z9a iso �°° � y�3 , /� � •�� I1r Cry s-z2 Fireplace roEa:'s NAwNc Aoaa�s '41 Total valuation 5 O ..wcT DA E—mm ucEksE ►.D. Firma Fee S 2D.00 Permit Fee 3 35 5� :pWr T •DR DIMM3 s MQUM ADDRESS Plan Checking Fee nawcAMR= � � /Q � Energy Plan Checking Fee S �J S PERMIT FEE s .3 % T,,a• suaDrvsioxs►rA►� _ �� r`A° PLUMBING PERMIT Fling Fee 20.00 --- Each Trap - •— - — ----- -- -- -- 7:00 ... -- USEOFSTRUCTURE `Z b J Ar— Solar or heat pump water heater 23.00 ? ❑ Duplex ❑ mobAehome k. Other Water piping 15. D0 / eFewgr Each gem water heater or vent 1 5.00 / TYPE OF WORK Gas p1ping wstarri 1 - 5 outlets 15.00 / lew ❑ Addition ❑ Ramodel ❑ LW&m ❑ Installsion ❑ Other 13 Build'ing sewer 15.DD h `�I �H AOe— Mobile Home S G W @20.00 ►eseribe Work: / � � S % f/' /" PERMIT FEE s BU ELECTRICAL PERMIT Firma Fee 2D.DO Mai► Service � ,' o°An � 23.DD 3 Main Service Zm+ TO + 46.00 Emur— owE1LM oecw. 3.5¢ f OR L V !/ DA NLW t=a i i ACx. OLDS ]' wR-Rtssm.mz ' Mu�rwuntT @7.50 • Ex. O=u , ovnET OD R Fwmat m cv I.� Ex. Oceu . u pie 5.00 Temporary Service 23.00 Mobile Home Famlities 20.00 1} Misc. Whin 23.OD S'kXE41= PERM(? FEE S 3 6 Q MECHANICAL PERMIT Fang Fee 20.00 Heating O 4-heomr Cooling Hood ( 6.50 Ventilation t--+-- PERMIT FEt S Nbbile Home installation Fee S Energy Inspection Fee 5 •P+1r�i�i� "` GorsT. TYPE TO Al- FEE $ O �% D. FEES FLOOD GDF CEL IV J f� This permft is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work 0 indicated above for which fees have been paid. E 8y Date PERMIT EXPIRES ON A Aug 23 03 11:28a Ponderosa School 530-872-6215 P.1 Fax Fax FaxTaXr. Fax Fax To: Attention Building Dept. C.C. Mike Verra From: Cydney Dixon Permit #,03-4961 715 Twilight Ct Paradise, -CA 95969 Fax number and phone (530) 87-2-621S.- email 1S .email cyddixon@paradise.k-12.ca.us ## pages-( incl. cover) 2... Please call me if this does not have the information that you need: Thank you so much for all of your help on this permit. You have been great. I can be reached at 872=6215 Thanks Cydney Dixon b . AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 01 -MO h 4d' 2003—ca044069 Recorded I REC FEE 13.00 Official Records I CONFORM 1.00 County Of BUTTE I I CANDACE J. GRUBBS I Recorder I ROSEMARY DICKSON I Assistant I Andrew 01:20PM 07 -Jul -2003 I Page i of 3 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: 3 S t E DE -,s(- 2 f PT I otn P T -r P, C'4&) Date 4� ' / D3 PROPERTY State of California County of _&177� before me, )(On personally appeared / personally known to me (or proved to me on tIfe basis of satisfactory evidence) to be the person(s) whose name(s) Ware subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my'ha d and official seal. MARION L. BECKER r Comm.#1299521 = O; Signature _G Seal: L NOTARY PUBLIC CALIFORNIA Q P BUTTE COUNTY My commission Expires Apr. 13, 2005 A.P. # 05 5 --aria - 08 03/11/03 14:51 BIDWELL TITLE 4 5305669482 DESCRIPTION IVU. DJU MUD ORDER NO. BU -191085-2 AMM THE LAND REFERRED TO HEREIN IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: PARCEL I• PARCEL. 2, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON AUGUST 13, 1991, IN BOOK 123 OF MAPS, AT PAGE(S) 90 AND 91, RESERVING;A DRAINAGE EASEMENT, AS SHOWN ON SAID PARCEL MAP. ALSO RESERVING THEREFROM A NON—EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES, AS SHOWN ON SAID PARCEL MAP. APN OSS -290-086-000 PARCEL II• BEING AN EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES OVER A PORTION.OF THE NORTHWEST QUARTER OF SECTION 31, AND A PORTION OF THE SOUTHWEST QUARTER OF SECTION 30, TOWNSHIP 22 NORTH, RANGE 4 EAST, M.D.B. & M., SAID EASEMENT BEING 60.00 FEET IN WIDTH, LYING 30.00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: COMMENCING AT THE NORTHWEST'CORNER OF SAID SECTION 31; THENCE ALONG THE NORTH LINE THEREOF, NORTH 88 DEG. 21' 45" EAST, 699.82 FEET TO THE TRUE POINT OF BEGINNING FOR THE CENTERLINE HEREIN DESCRIBED; THENCE FROM SAID TRUE POINT OF BEGINNING AND CONTINUING ALONG THE NORTH LINE OF SAID SECTION'31, NORTH 88 DEG. 21' 45" EAST, 400.00 FEET TO THE WESTERLY RIGHT OF WAY LINE OF THE PENTZ—MAGALIA HIGHWAY. EXCEPTING THEREFROM THE WESTERLY 200 FEET, AS ABANDONED IN QUITCLAIM DEEDS RECORDED APRIL 15, 1991, UNDER BUTTE COUNTY RECORDER'S SERIAL NOS. 91-14417 AND 91-14418. ALSO EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I, DESCRIBED HEREIN. PARCEL IIIc A NON—EXCLUSIVE EASEMENT FOR'ROAD AND PUBLIC UTILITY PURPOSES, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF *THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON AUGUST 13, 1991, IN BOOK 123 OF MAPS, AT PAGE(S) 90 AND 91. Received Time Mar -11. 3:53PM, CONTINUED 03/11/03 ,14:52 BIDWELL TITLE 4 5305669482 N0.538 P007 ORDER NO. BU -191085-2 AMM PARCEL III: CONTINUED EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I—A, DESCRIBED HEREIN. PARCEL IV• A DRAINAGE EASEMENT, AS SHOWN ON THAT CERTAIN PARCEL MAF; RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE -OF CALIFORNIA, ON AUGUST 13, 1991, IN BOOK 123 OF MAPS, AT PAGE(S) 90 AND 91. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL 1, DESCRIBED HEREIN. n Received Time Mar -ll. 3:53PM. LAND DEVELOPMENT BUILDING / NVIRON ENTAL HEALTH - PERMIT CLEARANCE Buading PermiiNo. of AieIA Address: ,BLuE gmU� C�TZ-- Parent/Previous AP: �— a� OWNERS A.P. NAME: `1!i i�/C G!J /�(J NUMBER: RtlNT WT NAMI RRAT COUNTY ZONING'MA, ,P .- - ODESIGNATIONe JOU""' MFLOOD ZONE: FLOOD lg APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEM IOR TO APPROVAL PARCEL CREATION BY DEEDS OR MAP '-- DEED INFORMATION: :,, ,•Y .;,,•,� DATE OF CREATION: DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO COMMENTSICONDITIONS: MAP INFORMATION: Q DATE OF RECORDING 3 LOT BOOK Z 3 PAGE 9 i> COMPLIANCE WITH OLD SUBDI 'ISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BU/LD/NG DMS10N UNLESS OTHERWISE NOTED. 1. Maintain a 50 ft. building setback from centerline of road. StE-C— 2. Maintain a ?U ft.building setback from right-of-way/cep4erlini: of LU L — V�) t= — S /�C _ 3. Comply with Zoning code for building setback from road. _ 4. Maintain a 100 ft. leachfield setback from all existing wells. 5. Maintain a 0 ft. leachfield setback from LA VA A 2 £^5 _ 6. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. 7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. _ 8. Connect to a public water supply. 9. Connect to a public sewer system. 10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the 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 Fire Department specifications, serves the parcel. 11. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ _ 12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) L _ 13. Obtain approval from the Department of Fish and Game for- vegetation removal. Contact Fish & Game at 916-355-7010. _ 14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ in the Oroville Area Traffic Mitigation Fee Agreement. Paynnw to be ands to do P waning Divsskn. as stated _ 15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic •.•. safety. Mobile homes'shall be constructed on_a permanent foundation. system which complies with the Seismic Zone_ 3 requirements 'of the Uniform, Building Code. _ 16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 17. Pay school impact mitigation fees. 18. A development impact fee for sheriff facilities shalt be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. 19. 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. 20. If any cultural resources are encountered during_ ground disturbing activities, all work shall cease in the area of the find _ pending examination of the site by a professional "archaeologist. This person would then be able to assess the site significance. and suggest appropriate mitigation measures. 21. E 1'Z -3M 9 I EC>/L C 2 C 67—M O N 0 C= S�th3 t� 12�� 2 S L�°TI Q-9' 21. 23. 24. 25. 26. LD 7/96 caws I%Fo .sIMeaoavan-CLA Y?yzP IN't— N. PY P. LcN� 'A10 INYidoiw0 am u.1n8 j0 ill a'n03 1661 1 0 AVW C13AI333H I National Pollutant Discharge Elimination System (NPDES) Phase II Construction Stormwater Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement Project Title: By signing below, I, the project owner/owner's agent, certify that I am aware that a construction project that disturbs more than 1 acre of land requires a Construction Storm Water Permit from the State Water Resources Control Board and that it is my responsibility to submit a Notice of Intent (N.O.I.), a Storm Water Pollution Prevention Plan (SWPPP) and a check for $700.00 made payable to the State Water Resources Control Board to obtain such a permit if my project disturbs more than 1 acre of land. I, further, certify that this project will not disturb more than 1 acre of land. I am aware that submitting false and/or inaccurate information may result in revocation of grading and/or other permits or other sanctions provides by law. Signed: Z� lc-� Title: Date: 2- 0 3 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Stormwater Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement Project Title: By signing below, I, the project owner/owner's agent, certify that I am aware that a construction project that disturbs more than 1 acre of land requires a Construction Storm Water Permit from the State Water Resources Control Board and that it is my responsibility to submit a Notice of Intent (N.O.I.), a Storm Water Pollution Prevention Plan (SWPPP) and a check for $700.00 made payable to the State Water Resources Control Board to obtain such a permit if my project disturbs more than 1 acre of land. I, further, certify that this project will not disturb more than 1 acre of land. I am aware that submitting false and/or inaccurate information may result in revocation of grading and/or other permits or other sanctions provides by law. Signed: Title: Date: NPDES & SWPPP Non -Compliance Certification Butte County stonn Water Management Plan Revised 5/22/03 J i�: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 GORY of Document Recorded 07 -Jul -2003 2003-004406.9 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: - SEE `7Es�2 � prl o1n Date PROPERTY State of California County of -&.°ri� On l0•-/.3 before me, P,T' A ci4 .D .T� personally appeared A/1 -.-1?1)v1'JA1 -t- !6'M64Z 771 personally known to me (or proved to me on tife basis of satisfactory ev(dence) to be the person(s) whose name(s)4s/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS rryyhd and official seal. MARION L. BECKER C/ T Comm. #129021' Signature• -G Seal: NOTARY PUBLIC CALIFORNIA Q lJ p Bu7rE COUNTY My Commission Expires Apr. 13, 2005 A.P.# ®55-a51� -d8� c03/ 11 /03 14:51 B I DIJELL TITLE 5305669482 lk�r F r DESCRIPTION IVU..JJO i ww. ORDER NO. BU -191085-2 AMM THE LAND REFERRED TO HEREIN IS SITUATED IN THE.STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRII9ED AS FOLLOWS: PARCEL I: PARCEL. -2, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE -RECORDER OF THE -COUNTY OF BUTTE, STATE OF CALIFORNIA, ON AUGUST 13, 1991, IN BOOK 123 OF MAPS, AT PAGE(S) 90 AND 91, RESERVING,.A DRAINAGE EASEMENT, AS SHOWN ON SAID PARCEL MAP. ALSO RESERVING. THEREFROM A NON --EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES, AS SHOWN ON SAID PARCEL MAP. APN OSS -290-086-000 PARCEL II: BEING AN EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES OVER A PORTION.OF THE NORTHWEST QUARTER OF SECTION 31, AND A PORTION OF THE SOUTHWEST QUARTER OF SECTION 30, TOWNSHIP 22 NORTH, RANGE 4 EAST, M.D.H. & M., SAID EASEMENT BEING 60.00 FEET IN WIDTH, LYING 30.00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: COMMENCING AT THE NORTHWEST CORNER OF SAID SECTION 31; THENCE ALONG THE NORTH LINE THEREOF, NORTH 88 DEG. 2.1' 45" EAST, 699.82 FEET TO THE TRUE POINT OF BEGINNING FOR THE CENTERLINE HEREIN DESCRIBED; THENCE FROM SAID TRUE POINT OF BEGINNING AND CONTINUING ALONG THE NORTH LINE OF SAID SECTION 31, NORTH 88 DEG. 21' 45f1 EAST, .400.00 FEET TO THE WESTERLY RIGHT OF WAY LINE OF THE PENTZ—MAGALIA HIGHWAY. EXCEPTING THEREFROM THE WESTERLY 200 FEET, AS ABANDONED IN QUITCLAIM DEEDS RECORDED APRIL 15, 1991, UNDER BUTTE COUNTY RECORDER'S SERIAL NOS. 91-14417 AND 91-14418. ALSO EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I, DESCRIBED HEREIN. PARCEL III: A NON—EXCLUSIVE EASEMENT FOR'ROAD AND PUBLIC UTILITY PURPOSES, AS SHOWN ON THAT CERTAIN PARCEL, MAP, RECORDED IN THE OFFICE OF THE RECORDER OF'THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON AUGUST 13, 19.91, IN BOOK 123 OF MAPS, AT PAGE(S) 90 AND 91. \ CONTINUED Received Time Mar -ll. 3:'53PM PARCEL_III; CONTINIIED ORDER NO. BU -191085-2 AMM EXCEPTING THEREFROM ALL THAT .PORTION4LYING WITHIN THE BOUNDS OF PARCEL I -A, DESCRIBED HEREIN, .,PARCEL IV: A DRAINAGE EASEMENT,:.AS SHOWNON-THAT CERTAIN PARCEL MAP; RECORDED IN THE OFFICE` OF THE RECORDER, 'OF THE COUNTY OF BUTTE, STATE' OF CALIFORNIA; ON AUGUST 13, 1991, IN BOOK 123 OF MAPS, AT PAGES) 90 AND 91. EXCEPTING THEREFROM�ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL,l, DESCRIBED:HEREIN. Received Time Mar -H, 3:53PM un afPacRnln0 a+gRMJ. u o�vcamwv af+leemw anm DIXON RESIDENCE BLUE BALATON LANE PARMSE CA 94%9 AIP SX&200086 ROOF LL 20 ROOF OL: 10 DRAWING NOTES/REVISIONS 05A4147. FOUNDATION LAYOUT HEAl TH 13 f fE iT'' DATE SCALE 05/14/03 1'= 40'11 S HEET T ITLE SITE PLAN SHEET NUMBER SP I t i • un afPacRnln0 a+gRMJ. u o�vcamwv af+leemw anm DIXON RESIDENCE BLUE BALATON LANE PARMSE CA 94%9 AIP SX&200086 ROOF LL 20 ROOF OL: 10 DRAWING NOTES/REVISIONS 05A4147. FOUNDATION LAYOUT HEAl TH 13 f fE iT'' DATE SCALE 05/14/03 1'= 40'11 S HEET T ITLE SITE PLAN SHEET NUMBER SP . ® o 'FAma )iOREPAREDBY S9US." 59a89SaM FAX Ax ® I i COPYRIGHT= SIERRA DESIGN GROUP I ALL RIGHTS RESERVED. NO PARTS NAY BE REPRODUCED VWMOUT THE VWlTTEN -�---�-- PERNISSIONOF SIERRADESRNGROUP. PREPAREDFOR ® ® j SERENITY HOMES j ® I 2490 BRUCE RD, CHICK CA 95$B PHONE (590) 56&9M FAX(S90) 9GB44M i BLUE BALATONLUI ' VICINITY MAP N.T.S. un afPacRnln0 a+gRMJ. u o�vcamwv af+leemw anm DIXON RESIDENCE BLUE BALATON LANE PARMSE CA 94%9 AIP SX&200086 ROOF LL 20 ROOF OL: 10 DRAWING NOTES/REVISIONS 05A4147. FOUNDATION LAYOUT HEAl TH 13 f fE iT'' DATE SCALE 05/14/03 1'= 40'11 S HEET T ITLE SITE PLAN SHEET NUMBER SP FIRST FLOOR FRAMING PLAN PREPAREDBY :. 3' MR Op�ON:01i0Yr 690A892966 6368090688 FAX. COPYRIGHT2001 SERRA DESIGN GROUP ALL RIGHTS RESERVED. No PARTSMAY BE REPRODUCED VATROUTTNE WO TEN PERYISSSON OF SERRADESMGtWP. PREPAREDFOR SERENITY HOMES 2680 BRUCE RD., CHI= 0486® PHONE (SA 666.8680 FAX MM SNaW ENGINEER STAMP cmt JJ 4' 'do CIL { PROJECT INFORMATION DIXON f RESIDENCE BLLEBALATON LANE . PARADIBE,CA94969 AN e065-190466 ROOFLL 20 g — ROOF p.: 10 I y 6 DRAWING NOTESPEVISIONS 05M4O3- FOU DATON LAYOUT ENVIRONMENTAL HEALTH OCT 0 1 20003. CHICO, CALIEORN A. g DATE SCALE 05/14/03 1W = 1'4' SHEET TITLE FIRST FLOOR FRAMING PLAN SHEETNUMBER 51;2 Building Permit Number: 0-3- Owner Name: b'V(p h Residential Construction Requirements IMPORTANT This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or alterations on same without written permission from the Building Division, County of Butte. All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 2001 California Building Code (2001 U.B.C), 2000 California Plumbing Code ( 2000 U.P.C.), 2000 California Mechanical Code (2000 U.M.C.) and the 1999 California Electrical Code (1999 N.E.C.) COMPLY WITH ITEMS CHECKED BELOW Your parcel lies within a designated 100 -year flood plain. Finish floor, electrical, H.V.A.C. equipment and services shall be a minimum of one foot above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate will also be required. Note: We will normally accept the following as compliance with the flood elevation requirements: 1. Building is anchored to concrete stemwall system with conventional anchor bolts. 2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24" above grade, or engineered design required). 3. Electrical, heating, ventilation, plumbing and air conditioning equipment and facilities located above the plate. 4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total net area of not less than 1 square inch for every square foot of enclosed area. 5. The bottom of the openings shall be no higher than 1 foot above grade. 6. The openings may be screened or covered with other devices that will permit automatic entry and exit of floodwater. Page 2of 2 Building Permit Number: 0 30 -71 Owner None: DIX0.) Mi Parcel lies within the State Responsibility Area (SRA). Comply with attached requirements. MFire sprinklers are required in this structure. El The following parcel map requirements shall be met: All structures and equipment including overhangs shall be clear of all easements. A setback of� feet from the side and '30 feet from the rear property lines and 20 feet (25 feet if Federal Aid Route) from the edge of the right of way shall be clear of structures and equipment except for a 2 foot overhang. Expansive soil may be encountered on this site. This condition may require the foundation to be designed by a California registered engineer or licensed architect. . - I I . v p I ;4 ® ® ' SERENITY HOMES I+ ANN 4sPlNU!► _.... ! I ® I 74919RUCERD,CHIC,CAM5 PHONE (SA SMS400 FAX(5A 50444 I . 99FML254S W-NNCM FAXuj NAE 9ALATM M - . { © ! ! COPYRIGHT2W SIERRA RESIGN GRNJF - ALL RIGHTS RESERVER. NO PARTS MAY BE REPRODUCED WHO UTTHE MTfN DIXON - ►ERMWON Of DERRAMENGNGRNUF. PRE►AREDFOR RESIDENCE I 211 ® ® ' SERENITY HOMES . .... _-..._. _.... .. j I 74919RUCERD,CHIC,CAM5 PHONE (SA SMS400 FAX(5A 50444 NAE 9ALATM M - VICINITY MAP N.T.S. _ PROJECT INFORMATION DIXON RESIDENCE 211 9U.E N1U1nNLAIE P~M CA SM �� � fes.• A?iKSiYM9 - } 7 K F=4:12 14' ; I F` � the att ched NOW LL: M _ NOW IL: 'a o L LOT 86 2.78 ACRES DRAWING NOTES/REVISIONS G&MM-F'9uiAMONIAYMR - ///� � i 55991E r3EM4K FROM V pages. f va CENIER4E OF EASNENf' as9.aa' BLUE BALATON LANE { �Q �0 Q p3 2jo1� �- DATE 9CJR -( 05H41D3 1'=40'-0" CTRICAL, MECHANICAL, AN /DtE- BUTTE COUN I t SHEErTrrLE i C!C 3STRllCTI 1N (DCT p iTfDU��LDiNG DEPT RTi #r:';LINE SHALLCOMPLY WITH GURR SITE PLAN SCHEDULE 1�1.A.1 OF EE C, Uiw4C AND UPC. A P P R 0 V SHEETNUMBER EXISTING HOUSE FRONT ELEVATION u -u 2 X 4 CROS BRACIN, DECK FRAMING PLAN 866 sq. ft. RI %4.01 1 1 V I LJ L_ L_ L_ L_ V/ % I I V/ I v POST CROSS BRACING PER PLAN �I%" O THRU BOLI SECTION A SCALE: N.T.S. 3" MIN. SIDECOVER PREPARED BY �v oas�a�n� aRou� 530-899-2945 530-599-0688 FAX sdg@sierradesignigroup.com COPYRIGHT 2001 SIERRA DESIGN GROUP ALL RIGHTS RESERVED. NO PARTS MAY BE REPRODUCED WITHOUT THE WRITTEN PERMISSION OF SIERRA (DESIGN GROUP. PREPARED FOR SERENITY HOMES 2490 BRUCE RD., CHICO, CA 95928 PHONE (530) 566-9480 FAX (530) 566-9482 7 ENGINEER STAMP eROFESS/04,,-1 �kt�l�v G. h O= < Z G No. 5i201 r 're OF CAl1f %2" 0 THRU BOLT -BLKG. TO MATCH PROJECT INFORMATION .T THICKNESS DIXON RESIDENCE 05/14/03 - FOUNDATION LAYOUT 1 BLUE BALATON LANE PARADISE, CA 95969 a A 10/01/03 - DECK PLAN A/P #055-290-086 ROOF LL: 20 POST PER PLAN ROOF DL: 10 z F — SIMPSON CBSQ44-SDS2 " _ PER POST d DRAWING NOTES/REVISIONS ° °. 05/14/03 - FOUNDATION LAYOUT a 10/01/03 - DECK PLAN z 12/16/03 - ENGINEERING REDLINES _ ° d ° g 01/15/03 - DECK RE-ENGINEERING III=1I I=III o a 040° °��III _ M o I—I PER PLAN POST TO PIER 1 SCALE: N.T.S. FN3414 BUTTE COUNTY BUILDING DIVISION APPROVED (E) WALL p (E) SHEATHING 00 i w 0 (N) BLOCK W/2-16d's NAIL SHEATHING TO Z � TOE NAILS EA. END. Z LL BLKG. w/ Ed's @ 4" O.C. N DECKING DATE SCALE '0 EXTEND TO .> 05/14/03 1/411 - 1'-0" YP. ' DECK JOIST SHEET TITLE SIMPSON LUS26, TYP. _ DECK PLAN 2 x 6 LEDGER W/ (2) 4" LAGS ' EA. STUD & (1) 4" LAG TO EA. NEW BLOCK. ALL LAGS SHEET NUMBER TO HAVE 2" EMBEDMENT DECK LEDGER DETAIL INTO STUDS OR BLK'G 2 SCALE: N.T.S. DP M r; 1 t