Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
064-200-035
NOTES L s RESIDENTIAL PERMIT NO. 064-200-035 _ 04-0345 CASALI, VINCENT UGUILFORD CIRCLE, MAGA IA DECANN, PHIL NEW PRI DET GARAGE A .s SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) Signature —� i M A 1 _ _ .., � '�• ,.. �', _ i ...P M A � '�• M A J=& 0 = Not 6K . = Not Readyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except ft 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/. P' L 'ft. / P Nat. or/ P' L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line - 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10.. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date , COVERS, CARPORTS, GARAGES (Plans) OK except #'s Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) ootings; Soils -Size -Depth -Spacing -Connectors -Steel 1. Zoning Requirements -Setbacks -Easements ! 4. 2. Footings; Size -Spacing -Marriage Line 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 3. Blocking Carports; Windows -Doors 4. Gas; MH Test -Demand -Valve 8 5. Electricity; MH Test . iding; Nailing -Veneer -Stucco -Mesh 6. Water; MH Test Shthg-Roofing 7. Water and Sewer Connected, 12. 8. Gas and 'Electricity Tagged ' 9. Exits Date o Card B-1 Date Card B-1 10. License Decals POOLS (Plans) OK except #'s 11. Verify #'s with Office I 2. Soils; Compaction -Structure Stability j 3. Date Card B-1 Date Card B-1 Date 5. Elec.; Pool Lighting; 15 Volts-GFI Card B71 - Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DEC , COVERS, CARPORTS, GARAGES (Plans) OK except #'s too'Zoong Requirements -Setbacks -Easements i ootings; Soils -Size -Depth -Spacing -Connectors -Steel 11 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 ;-'Electric 8 rmg.; Sills-Anchors-Studs-Rftrs-Trusses iding; Nailing -Veneer -Stucco -Mesh 1QjRoof; Shthg-Roofing Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date o Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements I 2. Soils; Compaction -Structure Stability j 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 j 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche { 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. 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 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 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Date 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 70. Stairs & Rails 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 AI 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 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 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 Date 41. Sills Proper Materials & Anchors Date 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound Date 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes _ 83. Following Instld./Drive O Yes O NoMalks O 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: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION `w 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 p T No. (Rev. 12/96) APPLICATION AND PERMIT 6q--0-3 ASSESSOR PARCEL NUMBER (`J\ ZONIN6 BUILDING PERMIT OWN .j., / TELEPHONE SO, �, OCC. BUILDING VALUATION ' .OWNER MAI SS Duo L> cow CT NAME LEPH CO R MAI ADDRE � ] ✓ ,� CONSTRUCTION LENDER Fireplace LENDERS MAILING ADDRESS Total Valuation $IU I C0,6 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS I` Plan Checking Fee $ SUILDINGADDRESS Energy Plan Checking Fee $ GC PERMIT FEE $ IAT NO. SUBDN610N'S NAME ft12'AR.E MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome Yother SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New 1 \ Addition ❑ Remodel❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: , CQ Gas piping system 1 - 5 outlets 15.00 Buildingsewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 LE OOOVMain Service zo.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 n f II rce and effect. l �7 2O License Class Lic. No. � ` / OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the 1.4or Code, for the performance of work for which this permit is issued. My workers n ti'nsurance c ier and policy number are: Carrier Policy Number - 00 (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' comp nsation provisions of section 3700 of the Labor Code, I shall forthwith co y with those provisions. X Date Signa f Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excava ' over 60" deep and demolition or construction of structures over 3 stories in height. K Mein Service sow TO lOooA 46.00 NEW CONST. DWEWNCi OCCUP. SO OR ADONS. ( a ACC. eros. 3.5Qn; T. ,mµpESID. MULTI -OUTLET 97.50 a�SINWG�LE o�PftL�ETTUS 20 g 1.00 EX. Occup. OUTI.Er OR FIXTURES SAL @ .50 Ex. Occup. ourLEEDrs Ro .DEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE , HAZ. .FEES iMP `ooh coFj P D Po HD This permit is hereby issued under a applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. jO O ate l PERMIT EXPIRES ON le Receipt No. WHITE-D.D.S.-B. . CANARY -ASSESSOR PINK- SPECT GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Dri • Oroville, California 95965 • Telephone (530) 538-7 44-0PERMIT NO. (Rev.12/96) �1-4 — PPLICATION AND PERMIT � 3�5� ASSESSOR PARCEL NUMB ZONING BUILDING PERMIT OWNEII . TELEPHONE SO. FT. O=, BUILDING VALUATION 1. CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation Is ARCHITECT OR ENGINEER LICENSE NO. Flin Fee $ 20.00 01 ARCHITECT OR ENGINEERSAI MLING ADDRESS Permit Fee' $ Plan Checking Fee $ BUILDING AD ss ' Energy Plan Checking Fee $ r ?Aa-�sb �I IQ(SS��i \ PERMIT FEE $ LOT NO.) @ (� SUBDIVISION'S NAME 2 U1 j PARCEL MAP PLUMBING PERMIT (i J ,J i -J S"--7 Each Trap USEOFSTRUCTURE Solar or heat pump water heater SF ❑ Duplex ❑ Mobilehome ❑ Other Water piping sPECIFv Each gas water heater or vent TYPE OF WORK Gas piping system 1 - 5 outlets New Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Building sewer Mobile Home I S I G I W Describe Work: S N 0 W L-0 A D = '10'C"D T'o 2-G PERMIT FEE s ELECTRICAL PERMIT" LEss Main Service 20oA OR LESS Main Service 200A TO 1000A NEW CONST. DWELLING OCCUP. OR ADONS. 6 ACC. BUDS. I PERMIT FEE PAID SRA SHERIFF OTHER AMOUNT RECEIVED $ 0'• (42 DATE RECEIVED RECEIPT # 3 umg t-ee 7.00 23.00 15.00 15.00 15.00 15.00 @20.00 20.00 23.00 46.00 3.50FTo @7.50 EX. OCCU . OUTLET OR FD=RES Bz 4 .50 FIXED APPLNS. OR Ex. Occup. 011Tlt75 (RES, 6.) EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Mise_ Wirina 23.00 I PERMIT FEE L !;6Q- f MECHANICAL PERMIT I Filing Fee I 20. 0 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ (50`'5� 1 CoffTOTAL FEE $ A Cmg /) IHAZ ✓ C. FEES IC7 I FLOOD X N C✓Y P I• 17O U, This permit is her y issued under the applicable provisions of the Butte County Code and/or Resolutions to do work Indicated above for which fees have been paid. By PERMIT EXPIRES ON Date +��nc`1 Yk.1_JV:�v?t'�"tiC.'.-`i ..:::-L..: r�'+'t:S.:TzY� �:�•*�*�frArte""�'.z�iu.°'•.fi7�''�:,��:A,c.�s�;e..-.arAa;}L,.:;r:�. ,',�-�,- �.Y't�.•Z�=ft t �^; �,a �-^�r ^= i -,v -�. COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: (,,a��L ASSESSOR PARCEL NUMBER D(ot " Proposed Building Use: Counter Technici : Date: Items required in order to ap I for a permit. All boxes MUST be checked OR marked NA in order to apply. 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. t 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑^� 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 4. Engineered truss details and layouts in duplicate. No faxes! ❑". 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. t ❑' 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs ❑/ 12. Letter of intent for non-residential buildings 13. Detached Accessory Building Form filled out by the owner ❑ 14. Hazardous Material FormTa��t�� �] 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico`❑ Oroville, as applicable. ❑ 16. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers............................................................................................ ❑ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ A19. Soils Report and/or Engineered Foundation required ........................................... ........ 20. Erosion Control Plan Required.............................................1..p....,.,.�.,.,.,...c.�....... ........ 21. Fees as shown on the attached Schedule of Fees Due Sheet....�''�" ..:re2.5. SID 0� ❑ 22. City of Chico Plumbing permit ........................... '! 23. California Department of Forestry plan approv I ❑ paid. ' L ` `i 24. Planning approval (A) Use: OK (B)Parking: C) Parcel Check: 2-20-�i-j ❑ 25. Contact Land Development about _ Improvements, _ Drainage ......................... ❑ 26. NPDES Form............................................................................................. ❑ - -27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ s 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier and Policy Number .......................................... ❑ 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 32. Letter of Signature authorization.................................................................... ❑ 33. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 34. Manufactured home utility clearance............................................................... ❑ -35. Existing violations and/or expired permits......................................................... ❑ 36. Deed Restriction......................................................................................... ❑ 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 38. Other: ❑ 39. Other: When issued Telephone h- ��"�3C� ( and hold for pickup. I have been informed of the abovotsmrs,�nd r prrements for obtaining a building permit. Applicant. Date: f --. a - 0 q 1. Index perms Ph ation for the -above items mbered: Plan Check Letter `2. Additional items required on roc o , signer, owner, was aid ise of the above data by �,phorre, ❑ mail, ❑counter, by Date: designer, owner; was advised of the above data byphone, ❑ mail, ❑ counterq� _,__ Date: Plans reviewed by: Date: Plans approved by: f l(� Date: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: (� �. C Yellow Building Division COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT OF FEES (� OWNER NA.P. # PROPROSED BUILDING USE DATE RECEIPT # DATE REC. 1. BUILDING PERMIT FEES --- Balance Due ..................... $ --- Additional Fees Due........... $ --- Revised Plan Checking Fee.... $ 2. SCHOOL DISTRICT FEES (paid at School District Office) (form available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential............ X $360.00 =$ Units Commercial (sq. ftg.)..... X $0.03 = $ 4. URBAN AREA FEES (paid at Building Division) Residential (per unit)..... X = $ # Units Amt. Commercial (Sq. Ftg.).... X = $ 5. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) JorIRE INSPECTION AND PLAN CHECK FEE aid at Building Division) 8. WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ Zone # Units Amt. Commercial (sq. ftg.) ......... X = $ Sq. Ftg. Amt. 10. OTHER 95►3� 3 o a� At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. APPLICANT DATE Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 2/2003) RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DMSION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 COPY of Document Recorded 22 -Apr -2004 2004-0023404 Has not been compared with original BUTTE COUNTY RECORDER SPACE ABOVE THIS LINE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to its contents to all persons thereafter dealing with the real property. VINCENT CASALI AND RACHAEL D. CASALI REAL PROPERTY OWNER/LESSOR 6073 GUILFORD CIRCLE MAILING ADDRESS 95965 MAGALIA BUTTE CA 95954 CITY COUNTY STATE ZIP 6077 GUILFORD CIRCLE �"� � /�jyvvr� r ,uq INSTALLATION MAILING ADDRESS, IF DIFFERENT SIGNATURE OF LOCAL AGENCYOFFICIKL MAGALIA BUTTE CA 95954 CITY COUNTY STATE ZIP SAME 1061581 UNIT OWNER (if also property owner, write "SAME") DEALER LICENSE NO. SAME MAILING ADDRESS SAME I CITY COUNTY STATE ZIP UNIT DESCRIPTION BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE MAILING ADDRESS OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP 04-0127 (530) 538-7541 BUILDIN PERMIT N0. TELEPHONE NUMBER �"� � /�jyvvr� r ,uq 3-19-04 SIGNATURE OF LOCAL AGENCYOFFICIKL DATE FLEETWOOD DEALER NAME (if not a dealer sale, write "NONE") 1061581 DEALER LICENSE NO. FLEETWOOD 2004 SUNCREST / 4663G MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAME NUMBER CAFL417A/B27248-SC 13 67'x26'8° PFS0842619/20 SERIAL. NUMBER(S) LENGTH X WIDTH INSIGNIAfLABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION ASSESSOR'S PARCEL NUMBER AP # 064-200-035 SEE ATTACHED ••1... nr...•. .��i.♦ nrnr orm Order No. 3-188356 SCHEDULE C THS LAND REFERRED TO HEREIR IS DESCRIBED AS FOLLOWS: ALI, THAT CER-SAIN REAL PROPERTY SITUATE I9 TFX COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: VARC9L Xi IAT 191, AS SHOWN ON THAT CBRTAIN TOP ENTITLHD. NPARADISE PINES UNIT 3.4", .RECOkbED THE OFFICE Or 714E RECORDER OF THE COUNTY OF BUTTE. STATE OF CALIFOIWIA, ON OVDY 15, 1971. IN BOOK 38 OF MAPS, AT PAGES 37. 36, 39. 40 AM 41, INCLUSIVE, EXCEPTING THEREFROM ALL MINERALS, OIL, GAS, ASPHALTUM AND OTHER WMROCARBON SUS5TAN WITH PROVISION THAT ANY AND ALL MIZZING OP13RATZ0145 SHALL BE DONE FRflM ORIFICES OlU TS1 THE SMFACE AREA OP THB LAND D$SCRISFD HEREXR, AND THAT NO'DAMAGE SHALL BE DONE TO SURPACE OF SAID LAND. AP NO, 464-240-035 PARCEL Ixs A NON-PXCLUSZVS EASEMENT 0VXR LOTS A, B, AND C (THE COW50N AREAS) OF SAID PARADISE PINES UNIT 14 AND TH9 LATS DSSIGNATED FOR COMMON AM RSCREATIONAL AREAS AS DESCRIBE TRS DECLARATION OF ANNEXATION PM PARADISE PINES LTNI'TS IV, VY." VIII, X, XI, XIT, XI AND Xxv. BUILDING PERMIT NUMBER: 04-0127 Address or location of unit: 6077 GUILFORD CIRCLE, MAGALIA CA 95954 Legal Description of Real Property: AP # 064-200-035 SEE ATTACHED (x) Mobilehome/Manufactured Home O Commercial Coach Has been affixed to the real property above by installation on a foundation system pursuant to Health and Safety Code Section 18551. Owner's name: VINCENT CASALI AND RACHAEL D. CASALI Owner's address: 6073 GUILFORD CIRCLE,'MAGALIA CA 95954 INSIGNIA OR HUD NUMBER: PFS0842619/20 SERIAL NUMBER OR V.I.N.: CAFL417A/B27248-SC13 MANUFACTURER'S NAME: FLEETWOOD YEAR: 2004 OFFICIAL APPROVING INSTALLATION:. DATE: 3-19-04 PHONE: (530) 538-7541 STATE OF CALIFORNIA OVSIN@SS. TRANSPORTATION AND HOUSING AGENCY DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT DIVISION OF CODES AND STANDARDS MANUFACTURED HOUSING PROGRAM NUMBER: ; 871313 1 MANUFACTURER CERTIFICATE OF ORIGIN ClLCHECK IF THIS IS A DUPLICATE MCO -ENTER ORIGINAL MCO NO. � �1+CTUR�AHONIEOR-N)ULTI-IJNRT,AANUFACTUREOHO�iSING NUMBER OF 2 ❑ SFD (SINGLE FAMILY-O)aELLING) -D -MUMH (MULTI -UNIT MANUFACTURED HOUSING TRANSPORTABLE SECTIONS COMMERCIAL COACH: OCCUPANCY GROUP MANUFACTURER NAME: MANUFACTURER LICENSE NUMBER: FLEETWOOD HOMES OF CALIFORNIA, INC. 9534 MA A vX WOODTAM — CA 95776 `+X SUGGESTED RETAIL PRICE: W (Stfeei) (Citi) ( Stale Zi MANUFACTURER TRADE NAME: MODEL NAME AND/OR NUMBER: DATE OF MANUFACTURE: SIINCRSST 4663G 2004 02/04/2004 I CALIF. DEALER NUMBER OR DATE OF TRANSFER: DBA: FLRETWOOD HOMES OF OROVILLE TRANSFER�EOr✓SSIGGNATION: ��++66 559911 02/05/2004 DEALER OR TRANSFEREE ADDRESS: 2243 FEATHER RIVER OROVILLE CA 95965 mmim Ci talo Zi INVENTORY CREDITOR NAME: -FLKRTHOOD •RETAIL CORP INV S- MO JJKSK -215 -0 -WEST 38TH ST SVITs 300 HOUSTON Tx 77V08 (Street) Cim (State) (Zip) SECTION MANUFACTURER SERIAL NUMBER HCD INSIGNIA OR HUD LABEL NUMBER LENGTH WIDTH WEIGHT 16 INCHES INCHES (POUNDSI 1 CAFLCOA2734-8=SC19 pF30842619 804 160 -28,600 2 -CAFL4-17B272-48-SC13 PPS064262-0 804 160 31,600 TRANSOORTER NAME: D & R TRANSPORT, INC. TRAN5POKTCA ADbRESS: P_0. BOX 179 DURHAM CA 95938 (Sirml Sloe zl DESTINATION FOR UNIT CESCR18ED ABOVE: 1 NAME St/eel Cil SI*lo Zi I Candy under Wally of pegWy undor Ino Irma Of INe Stele Of C*tifcmin that INe *Dove f*cl9 oto true and ODaeu. 02/04/2004 WOODLAND YOLO CA ExoWted on dl .•(Oyy) (CAy) (County) ($Iola) / SIGNATURE OF AUTHORIZED AGENT: OISTRIBU__nQN: ORIGINAL (PINKI FORWMTHE INVENTORY CREDITOR. UNLESS THERE 15 NONE. THEN FORWARD TO THE PURCHASER (DEALER OR TRANSFEREEI. COPY I (MITE) FORWARD THE DEPARTMENT AT P.O. BO% 1020, SACRAMENTO. CA x912-ld2ll. WITHIN FIVE (5) DAYS OF RELEASE. COPY_3 !YELLOW) DELIVER TOTH@ TRANSPORTER -TO ACCOMPANY THE UNIT TO ITS DESTINATION. COPY a (GOLDENROD) TO BE RETAINED BY THE MANUFACTURER, MCD 483.0 • SIde I - (7197) HO r, STATE OF CALIFORNIA BUSINESS, TRANSPORTATION AND HOUSING AGENCY DEPARTMENT OF HOUSING AND COMMUNTTY DEVELOPMENT DIVISION OF CODES AND STANDARDS n REGISTRATION AND TITLING PROGRAM STATEMENT OF FACTS This unit is a: obilehome 0 Commercial Coach. 0 Floating Home Truck Camper Decal (License) No.(s) Trade Name Serial No.(s) T:71 k47)cc� I/We, the undersigned, hereby. state: I/We further agree to indemnify and save harmless the Director of Housing and Community Development, State of California, and subsequent purchasers of said unit, for any loss they may suffer resulting from registration of the above-described unit in California, or from issuance of a California certificate of title covering the same. I/We certify under penalty of perjury that the foregoing is true and correct. Executed on� (Date) R (City) Printed name(s) ��✓cam-.���Vp. ✓ �� (State) Address_ c i Cip JL G— State ' r 02/10/2004 12:00 FAX q� '. - RECORDING REQUESTED BY: Fidelity National Title of California Escrow No. 104844 -CC T109 Order No. 00104844 When Recorded Mail Document and Tax Statement To: Mr. and Mrs. Vincent Casali 6073.Guilford Cir Magilia,' Ca. 95954 GRANT DEED [a 004 a0GD3--01078363 Recorded Official Records CoBU TEOf CANDACE J. GRUBBS Recorder ROSEMARY DICXSON Assistant 09:00AM 06 -Nov -2003 REC FEE 10.00 Barbara Page 1 of 2 The undersigned grantor(s) declare(s) Gift R&T code 11911 &Wr Documentary transfer tax Is $ 0 City Transfer Tax is $- ` I I computed on full value of property conveyed, or C•�j I I computed on full value less value of liens or encumbrances remaining at time of sale, I X I .Unincorporated Area City of FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, Anne C. Moncman , a single woman hereby GRANTIS) to Vincent Casal[ and Rachael D. Casal[, Husband and Wife as joint tenants the following described real property in the Unincorporated Area County of Butte, State of California: See Attached Schedule C for legal description DATED: October 28, 2003 STATE OF CALIFORNIA COU 7Y OF ON before me, personally appeared personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(sl is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon bewhich the person(s) acted, executed th�'in men . Witness my hand and Signature FO -213 (Rev 7/96) Anne C. Moncman WEN DY C -SER Comm. #1306527 oNOTARY PUBLIC CALIFORNIA Q V Bt1TfE COUNTY MyCommiselonExpires hm.27.2005 MAIL TAX STATEMENTS AS DIRECTED ABOVE GRANT DEED Description: Butte,CA Document-Year.DocID 2003.78363 Page: 1 of 2 Order: green Comment: R' 02/10/2004 12:01 FAX Order No. 3.188356 SCHEDULE C THs LAWS REFERRED TD HEAET-9 IS DESCRIBED A5 FouowS ALL TEAT CSR3'AIN REAL PROPERTY SITUATE IN THE COUNTY OF RUM. STATE OP CALIFORNIA, DESCRIWM AS FOLLOWS: BARCRL It Q005 LOT 191, AS SHOWN ON TRA'T CERTAIN YWP ENTITLED. "PARADISE PIMS UNIT 14", RECOROZO IN THS OFFICE OP TIRE R13CORDeR OF TFM COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JULY 15, 1971. x'N BOOK 38 OF MAPS, AT PAGDs 37. 38, 39. 40 AWA 41. INCLUSIVE, EXCBIITrM THBRBPROM ALL MYNE ALS, OIL, GAS, ASPHALTUM AND OTHER HYDROCARBON SUBSTANCES, WIPR PROVISION THAT ANY AND ALL 14XRIUG OPERATIONS SHALL BE DONE FROM ORIFICES OUTSIDE TPI$ SURFACE AREA OF TIM LAND DESCRISSD RSREIN, AND THAT NO DAMAGE SMALL BE DONS TO THE SURFACE OF SAID LAND. AP NO. 064-200-035 PARCgL Ixa A NON-FXCLUSIVF. SASEMBNT OVER LOTS A, $, AND C (TSE COMMON AREAS) OF SAID PAP -WISE PINES UNIT 14 AND THB LATS DESIGNATED FOR COMMON AMD RECREATIONAL AREAS AS DESCRIBED IN TK3 DECLARATION OF ANNEXATION FOR PARADISE PINES UNITS IV, VI. VIII, X, XI, XI1, XIII AND,. XIV. Description: Butfe,CA Document.Year.Aoc1D 9999.39826 Page: 3 0f3 Order. molly Comment Description:, Butte, CA Document-Year.DocID 2003.78363 Page: 2 of 2 Order: green Comment: _. r n ' NOTES RESIDENTIAL + 064-200-035 04-0127 PERMIT NO. CASALI, VINCENT ffll GUILFORD CIR, MAGALIA W_ Cont: FLEETWOOD NEW MH PERM FND 3� s 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). j (2) STATEMENT OF FACTS (ONLY ON ! NEW MH' S). INSPECTOR TO VERIFY SERIAL & LABEL #'S. is SPECIAL CONDITIONS n S.� CHECKED a� 5-3L- 33o/ � BY SRA FLOOD CERTIFICATE REQ. f FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER r Z FL`�1�q��y� ' p �I JOB FINALED (Date) Signature r✓ —` / J,- OK 0 = NQt OK . = Not Ready NotApplicable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Zoning Requirements -Setbacks -Easements 1. Zoning Requirements-Setbacks-Easements 2. 2. Soils; Special MH Support Sketch 3. Sewer; Location-Test-Fall-C/O-Concrete 4. Water; Location-Test-Easement Needed (Sketch) Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Electricity; Location-Clearances-Grnd-/ /Amp-Concrete 5. 6. Gas; Location-Test-Wrap;-/ /" L 'ft. / P Nat. or/ /" L "ft./ P LPG 7. Well Clearance & Disconnect 'Carports; Windows -Doors 8. Utility Clearance 7. Electric 8. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Roof; Shthg-Roofing 1. Zoning Requirements-Setbacks-Easements 11. 2. Footings; Size-Spacing-Marriage Line 3. Gas; MH Test-Demand-Valve-Connector Braced Wall Panels 4. Electricity; MH Test-Crossovers-Breakers-Clearances 5. Drain; MH Test-Fall-Flex Connector Date 6. Water; MH Test-Regulator-Connector Card B-1 Date Card B-1 7. Water and Sewer Connected-C/O to Grade-HD Approval 8. Gas and Electricity Tagged Date 9. Tie Downs-Type-Installation Cert. 10. Exits; Insp.-Sketch Setbacks -Easements 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PER_VANENT END SYSTEM (ONLY) . Zo ' Requirements-Setbacks-Easements ootings; Size-Spacing-Marri in 3? locking 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 IT., Card B-1 Date Card B-1 Date I tl-A Card B-1 a e Card B-1 Mo MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. 'Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date. Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Votts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec,; Bonding; Metal w/5' -Circulating Equip. -Heater B. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes -Enclosures- Panel boards -Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-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 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 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 72. Elec. Outlets at Wood Panel, Int. & Ext. 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 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 87. Water Well, 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 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 Date 41. Sills Proper Materials & Anchors Comments at Final: 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- Purl in -Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes _ 83. Following Instld./Drive 0 Yes D No/Walks 0 Yes O 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: 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 CA -/27 E OWNER PERMIT NO. R' A routine inspection indicates that the following violations of butte county Ordinances exist at the r 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. CA Q C/ Cni 0 Foe 4C tk - Date Inspector REV 10/92 a- COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION ••, - .40 ; 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PWT NO. (Rev.12/96) APPLICATION AND PERMIT D� % AS"i�s5 ZONING BUILDING PERMIT O`Y[VI_._r_� �� �� � TELEPHONE SO. FT. OCC. BUILDING VALUATION 1 R 41 °W"66,rSr"�;ui�:r tD CIRCLE MA(,AI.IA CA 95954 CONFAACVO� S�`N(IIQEt� 532-3301 J0�yJtJJ TELEPHONE QRW++S co..LL;jAC.�W�IL1Q1 f"SRIVER BLVD OROVI U.E CA 95965 CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ 91.36 .00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $301.75 ARCHITECT OR ENGINEERS MAIUNG ADDRESS .11 Plan Checking Fee $196.13 BILDINGAWR GUICVNLCIRC.E MAGLIA Energy Plan Checking Fee $ $ PERMIT FEE $ 517.0 LAT NO. SUBDIVISIONS MIME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NW MR PERM F" Gas piping system 1 - 5 outlets 15.00 5.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $&5J)() ELECTRICAL PERMIT Filing Fee 20.00 Main Service 200AORLEE: S 23.00 2,3,00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license� ] N.force and effect. -78.5� ! �� License Class n • _r Lic. NO. / OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, 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 LoOOA 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. 6 ACC. S. SO 3.5¢FT: NON-RESID. ONST' MULTI.OUTLET (-W7.50 POWER APPARATUS a SINGLE OUTLET CIR. EX. Occup. OUTLET OR FIXTURES BAL @ .50 ED Ex. Occup. GFuT AI'S °� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 43.00 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier w� k.A Policy Number 6D 4 11 bC;C.% ! �o (The above sections need not be completed if the permit is for work ofa. 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' 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. 1/ :'1 f Lt- - X "� Ai . ->-'' C Date "' ► Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required f4excavations over' S'0" deep and demolition or constructions of structures over 3 stories in'height 1 I`f; MECHANICAL PERMIT Filing Fee' 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONJTYPE❑ TOTAL FEE $ 625.88 A�IMP / FLOODPARg€L-compensation ✓ V This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have !� r By i1F ` %`/ PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date Dale Receipt No. -� I°r� t/ ', �f v� WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION ` 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541a�/ O/ T No. (Rev.12/96) APPLICATION AND PERMIT Y` 1 ASSESSOR 064P200UMBER ZONING BUILDING PERMIT owNVINCENT AND RACHAEL CASALI TELEPHONE SO Fr. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 6073 GUILFORD CIRCLE MAGALIA CA 95954 1692 R 91 368.00 CONTRACTORS NAME FLEETWOOD 532-3301 TELEPHONE CONTRACTORS FE�S2ATHERRIVEBLVD OROVILLE CA 95965 CONSTRUCTION LENDER [,Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 91 368.00 ARCHITECT OR ENGINEER LICENSE NO. —Filing Fee $ 20.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Permit Fee $301.75 Plan Checking Fee $196.13 BUILDING V021GUILFORD CIRCLE MAGLIA Energy Plan Checking Fee $ $ PERMIT FEE $ 517.88 LAT NO. SUBDNs ION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other Each Trap 1 7.00 Solar or heat pump water heater 1 23.00 Water piping 15.%15.001sPECIFv Each as water heater or vent 15.TYPE OF WORK ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Work: NW MH 'PFRM FMN Gas i in stem 1 - 5 outlets 15.New Buildin sewer 15.Describe Mobile Home S G W @20. PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service eo.A OR LESS 200A OR LESS 23.00 1 nn 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 i i rce and effect. Q jG License Class Lic. No. OWNER -BUILDER DECLARATION 1 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 reasonzi 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 workerpensation insurance carrier and policy number are: Carrier 6: u y Policy Number Z) ',-)I. I I e) zJ L, Q (The above sections need not be completed if the phermit 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 work s' compensation provisions of section 3700 of the Labor Code, I shall forth dh comp withse provisions. �11of X Date _z__2D �Q t Signature of Applican - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is re ui d f excavations ov "deep and demolition or construction of structures over 3 t ies i ig t. Main Service 200A TO 1000A 46,00 NEW CONST. DWEwG OCCUR NCso OR ADDNS. ( a ACC. BLD S. 3.50FT, NoµpESD. MULTI -OUTLET" 97.50 POWER Appq U SINGLE OUTLET CTR. Ex. Occup. OUTLET OR FIXTURES BAL 9';550 Ex. Occup. oFT'XurLEEt°sA AEES16.oe.A 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ nn MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 625.88 Hnz, D. IMP FlA CDF PARC PO D Su This permit is hereby issued under the Butte County Code and/or indicated above for which fees have By i PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. iv 0 D e r .7 0-fe Receipt No. Ali I WHITE-D.D.S.-B.D. CANARY-ASSESVOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive Oroville, California 95965 •Telephone (530) 538-754 0 1 a PER NO. APPLICATION AND PERMIT ZOMNG BUILDING PERMIT JASSE-SSORPARMHUMBER>C>-(� �" TE 14ONE SO. FT, p BUILDING VALUATION NER CSo�� D�� .J� . N E R Numffi Fireplace — WGADORESS Total Valuation $ LICENSE NO. Frill Fee $ 20.00 ENGINEER Permit Fee U 0 $ ENt SNEFRS MAo ING ADORES"'plan Checkin FeeRESS / Energy Plan Checking Fee $ tZt� iSrs �'I 1Jl; j PERMIT FEE ��PARCEL PLUMBING PERMIT Feng Fee 20.00 LOT NO.a (� ' SUBONSION5 NAME /� I -i 1 "7_� 5 1 Each Tr *00 USEOFSTRUCTURE Solar or heat um water heater Water i Ing SF ❑ Duplex ❑ MobilehomeOther SPECffY �� ga5 water heater Or vent TYPE OF WORK Gas i in m 1 - 5 outlets Other ❑ Bulding sewer 2 .00 New ❑ Addition ❑ Remodel ❑ U6'G6es ❑ Installation S G W @20.00 MMobile Home Describe W _ PERMIT FEE $ ELECTRICAL PERMIT Finn, Fee 20.00 S 1/J L -Dia P 'Za�� �T"e) 2'�� Main Service z 0A 23.00 Main Service "-=TD I•OOA 46.00 LAt�� i x/ �'� CID 'L. NEW CONST. DWMAM O=ur. BLM 3.5C OR 0310 a ACC. mm cons . MULTwvn Er @7.50 NON�itESID. pRANrm PERMIT FEE PAID $ �SNGJR LEO ""� a SINGLE oLRLET dR I.DD Ex. Occup. OVT ET OR FCcrURES CAL @ .so FIXW APPUa. OR 5.00 X /C EX. OCCU DUTLE�S ESID. EA SRA $ Tem or Service 23.00 Moble Home Facilities 20.00 Mise. Whin 23.00 SHERIFF $ PERMIT FEE s ' HANICAL PERMIT Firing Fee 20.00 OHeating OTHER $ Cooling Hood 6.50 Ventlation $ PERMIT FEi: S Mobile Home Installation Fee $ I$ Energy Inspection Fee $ =c COQ' Tri TOT L FEE $ NAZ FEES P FLOOD COF 'Pv m =UE AMOUNRECEIVED ��� revisions T REC $ This permit is hereby issued under the applicable p of the Butte County Code and/or Resolutions to do work U indicated above for which fees have been paid. DATE RECEIVED By Date AO � +. -:+.:moi e�sY's„ ;'.F+:+:.:...r':'.�-''+.••: -. .� .i r. ,. 'rt -`'. j"+t' '..^.'7> ^wt �-,ti .-•..,, _ -t s: lam, t • .. " COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers........................................................................................... A' 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by 144- ❑ 9. Soils Report and/or Engineered Foundation required ........................................... ........ 20. Erosion Control Plan Required........................................................................ 21. Fees as shown on the attached Schedule of Fees Due Sheet .............................. 22. City of Chico Plumbing permit .............................. .................. 23. California Department of Forestry plan approval O'paid. Sent 24. Planning approval (A) Use: OK (B)Parking: (C) Parcel Check: I -29 - 0 ❑ 25. Contact Land Development about _ Improvements, _ Drainage ......................... 26. NPDES Form ...................................... . v . 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier and Policy Number ........................................:.. ❑ 31. Owner -Builder Verification (_ Given to owner, ._Mailed to owner) ..................... 32. Letter of Signature authorization..................................................................... 33. Recorded copy of Agricultural Acknowledgment Statement ................. :............... 34. Manufactured home utility clearance............................................................... ❑ 35.Wther: iolations and/or expired permits......................................................... ❑ 36.trictio....................................................................................... ❑ 37.Deed, .H. Ti e/Stateme t o is Letter from Legal Owner-Mheck to H.C.D. $ 9 38. ^^_ r; V 39. Ot When issued TkahoapO and hold for pickup. I have been informed of he above items and requirements for obtaining a building permit. Applicant: Date: /- �:?U_ v 1. Index permit appication for the abo ie s n ered:�J Plan Check Letter 2. Additional items required Contractor, designer, owner, was d iced of the above data by phone, ❑ mail, ❑ counter, by ate: Contractor, designer, owner was advised of the a ove data b phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: Date Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division 5 (Xoc�_• aUU - 03 OWNER:`� Proposed ASSESSOR PARCEL NUMBER Building Use: M 1 -c-or) 1'*NC- Q \ Counter Technician: Date: I • Q�y U It ms required 1. in order to apply for a permit. All boxes MUST be checked OR marked NA in order tkap ly. Site plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. O 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes Data sheets and installation inst Marriage line info Floor Plan, (D) Tie down or frld plans, all in du licate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate t ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner 14. Hazardous Material Form d 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable. ❑ 16. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers........................................................................................... A' 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by 144- ❑ 9. Soils Report and/or Engineered Foundation required ........................................... ........ 20. Erosion Control Plan Required........................................................................ 21. Fees as shown on the attached Schedule of Fees Due Sheet .............................. 22. City of Chico Plumbing permit .............................. .................. 23. California Department of Forestry plan approval O'paid. Sent 24. Planning approval (A) Use: OK (B)Parking: (C) Parcel Check: I -29 - 0 ❑ 25. Contact Land Development about _ Improvements, _ Drainage ......................... 26. NPDES Form ...................................... . v . 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier and Policy Number ........................................:.. ❑ 31. Owner -Builder Verification (_ Given to owner, ._Mailed to owner) ..................... 32. Letter of Signature authorization..................................................................... 33. Recorded copy of Agricultural Acknowledgment Statement ................. :............... 34. Manufactured home utility clearance............................................................... ❑ 35.Wther: iolations and/or expired permits......................................................... ❑ 36.trictio....................................................................................... ❑ 37.Deed, .H. Ti e/Stateme t o is Letter from Legal Owner-Mheck to H.C.D. $ 9 38. ^^_ r; V 39. Ot When issued TkahoapO and hold for pickup. I have been informed of he above items and requirements for obtaining a building permit. Applicant: Date: /- �:?U_ v 1. Index permit appication for the abo ie s n ered:�J Plan Check Letter 2. Additional items required Contractor, designer, owner, was d iced of the above data by phone, ❑ mail, ❑ counter, by ate: Contractor, designer, owner was advised of the a ove data b phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: Date Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division 5 E.H. USE ONLY t 'Piot Plan Attacked •`✓' i Floor Plan Attacked Smit to 8.0.1. TO: Building Department K G� FROM: Environmental Health SUBJECT: Sanitation Clearance Cj C_ LA 9 I C ' --owner Location APO* Plan Approve for- Sewage Disposal& ter Supp y: Publi Private Well Clearance fo4we114ng. Other ,I t d-1n.t_ �, C4v�' Hold final for: Final clearance O.K. for: NOTE: Enviro 8/96 ..1 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 �Q� I SCHEDULE OF RECEIPT OF FEES OWNER v `fit � PROPROSED BUILDING USE 1. BUILDING PERMIT FEES --- Balance Due ..................... $ Additional Fees Due........... $ ---Revised Plan Checking Fee.... $ 2. SCHOOL DISTRICT FEESc\`�C� (paid at School District Office) (form available a r P anCACI C 3. SHERIFF FEES (paid at Building Divis' n Residential............ X $3 0.00 =Y its �� Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. 4. URBAN AREA FEES A.P. # U�I DATE - aU ` G RECEIPT # DATE REC. l�� (paid at Building Division) Residential (per unit)..... X = $ # Units Amt. Commercial (Sq. Ftg.).... X = $ 5. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK FEE $89.00 (paid at Building Division) 8. WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ Zone # Units Amt. Commercial (sq. ftg.) ......... X = $ Sq. Ftg. Amt. 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during th4lan checkingpre e� DATE `" ��d� 0 Pursuant to Government Code Section -66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requiremenis for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 2/2003) Building Permit Number: 0 C/— ©,W Owner Name: c6wab-� 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; goH.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: 04-6,3�6- Owner Name: CaAa.(I,c., Parcel lies within the State Responsibility Area (SRA). Comply with attached requirements. MFire sprinklers are required in this structure. MThe following Parcel map requirements shall be met: All structures an men including overhangs,,,, shall be clear of all easements. f t:e side ancW —' 'It from the rear property lines and 20 structures an from A setback of 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. LONGFELLow LUMBER CO. INC. Customer: Address AP#: C -20E (Rev. 3/03) Quality Truss Design • Roof & Floor Systems 89 Loren Avenue • Chico, CA 95928-7434 Phone (530) 893-0112 • (800) 678-0112 ,M NJ Fax (530) 893-0140 E -Mail: trusses@longfellowlumber.com 0 G� `� ��G PhilMecann Job -No: -ui10128 - IAT¢a ENGINEER r 24' x 24' Garage Mitek Industries, Inc. Redong (Ray) Yu 7777 Greenback Lane, Suite 109 GCitrus Heights, CA 95610 Guilford Cir. - Magalia (916) 676-1900 APPROVED INSPECTION AGENCY Timber Products Inspection, Inc. P.O. Box 20455 Portland, OR 97220 (503) 254-0204 r GE 2 24-0-0 �i 0�os �tf LONGFELLOW LUMBER CO., INC. —89 Loren Avenue Phil Decann xGarage Chico CA 95928 Name: 24'x 24' Garage Address: Guilford Cir. City: Magalia Job: p Telephone: (530) 893-0112 State: GuH012O Fax: (530) 893-0140 Phone: N:UMk%NbAGW1012M Scale: Not to scale Date: 1/28/04 Drawn By: DMH 0 I N r GE 2 24-0-0 �i 0�os �tf LONGFELLOW LUMBER CO., INC. —89 Loren Avenue Phil Decann xGarage Chico CA 95928 Name: 24'x 24' Garage Address: Guilford Cir. City: Magalia Job: p Telephone: (530) 893-0112 State: GuH012O Fax: (530) 893-0140 Phone: N:UMk%NbAGW1012M Scale: Not to scale Date: 1/28/04 Drawn By: DMH vc'r DLLAN L NO, �7- OUiLOOKER 3-I0d NAILS 11t4 CONT BRACE AT BRACE EAU END LON6FR THAN 12' ATTACH AT MIDPOINT OF BRACE 6-I0d COMMON W/ 2-8d HAILS ZBRAr,Eo4&*OL. 650NAL NAILS GABLE END STUD OA MAX UHBRALED LENGTH OF GABLE UV STUD. (2x4 FIR -LA" - STANDARD = 5' -II' - «I AND BTR . � TRU55F5 2x4 HF STROWBAC.K (NAIL TO LEDGER W/ IOd o 12' OL) s 0 2x4 HF LEX7ER (NAIL TO VERTICAL W/ IOd A35 BRACE TO FLAT 2x NAILS) H-3 AT 48' OL. Nell NOTE: THI5 DETAIL MAY BE USED FOR TFL65M WITH PITCH® B.C. ALSO. (0) OPTION TO WEB PLATIN6r U5E (3) - 2' WIRE STAPLES (OM2 DIA.A5 GA) TOENAIL® THRU CHORD INTO WEB l THRU W5 INTO CHORD ON ONE FACE FOR A TOTAL OF b STAPLES. (PI). (50 ! (4I) MJST BE PLATED. A RP KA ge � Nklu'p C A r V LL .NA/ f .JI TC OL 15.0 PSF BC DL PSF NOTE: 6AB1E END M16N BASED BG LL OA F5F ON 15 MPH WIND, EXPOWRE 'B' TOTW. 50.0 P5F AT 0-25 FEET MEAN HE16HT. DURFAL. 1.15 TYPE OF JOB DETAIL I Date: 10-I8-02 n Gary Hawkins ARCHITECT JOB NAME �.ON6FELLOW LUMBEiZ Drawn: AK (530) 892-2700 CITY, 5TATE CHICO, CALIFORNIA .Job no.: 02-116 1370 PoDGEWOOD DR., SfE.10 FAX:(530)893-0532 CHico, CA 95973 goryorchmsbcglobclnet ,-1 ------ - - -- - -- --- -- ._.. PAGE I OF _NoTC-; A T UTER,gL CtzACE hcT/iL_.I s -VALib �R- RE PLACiuG Coil; . N(�AC�S A7 Y2 OP AT l/_ T TR U!:5F:5 fig' 2.,4" �GYi.01,z"oc. fzOU RAGE • WITH -lop Q 6", 0. G. TYP. 13R AGE YP. = r0K }2>=PIAGI�q : - P, Pc-rLACWq fz OP Y--t) y2 - POI t�T- 6►'�}�. [�RAGE HUST I>E 130 % THE: LENGTH OF TIE TP15 DETAIL 15 TO ItE USED A5 AN A' T. r" -OP- ONE CONTINUOUS LATERAL RAGE. TRu5e-ft5 03 24" D.G.. TYP. NOTE: 2X3, 2X4, OR 1X4 GRADED �^ LUMBER LATERAL BRACE PER TRUSS MAR 2 2002 DESIGN WITH 2-1013 PER WEB (TYP). BRACE MAY BE ATTACHED TO EITHER NARROW FACE OF WEB. (SEE NOTE BELOW)* RESTRAINT REQUIRED AT EAG. END OF BRACE AND AT 20'-0" INTERNAL ✓. - REFER TO file-ql SUHHARY b�E:ET FOR REGOHHENDATION!E OP TIE TRU55 PLATE (NSTUTE JZE TRA-IMA-f OFE � t0 <3Yi KMj CJgc- q: P lApHR 6K L lk R- A L 82 F A I H S P� T Pc I L - ),l TMITE-i-- THE STAB'! I� " ;,fAY -(;I = /Z 3 61 2x4 A MEMj�t'� . ,I Job Truss Truss Type aty Ply 24' X 24' Garage PLATES GRIP TCLL 33.5 Plates Increase 1.15 TC 0.85 1197684 GUIL0128 A FINK it L BC 0.63 Vert(TL) -0.42 8-10 >682 180 LOAD CASES) Standard BCLL 0.0 Rep Stress Incr Job Reference (optional) I-ongreuoW Lumoer UU., mc., unico, w A Sa`Jco-r 9sv 5.200 s Jan 16 2004 MiTek Industries, Inc. Wed Jan 28 11:51:46 2004 Page 1 • i -2-0-0 I 6-6-7 l 12.0-0 I 17-5-9 I 24-0-0 I 26.0-0 2-0-0 6.6-7 55-9 5-5-9 6.6.7 2-0-0 Scale = 1:45.4 4x4 = 3.00 12 4 0 6 3x8 = 10 9 8 3x8 = 3x4 = 3x4 = 3x4 = 8-4-5 7-3.6 8-45 LOADING(psf) SPACING 24)-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 33.5 Plates Increase 1.15 TC 0.85 Vert(LL) -0.25 10 >999 240 M1120 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.63 Vert(TL) -0.42 8-10 >682 180 LOAD CASES) Standard BCLL 0.0 Rep Stress Incr YES WB 0.38 Horz(TL) 0.09 6 n/a n/a BCDL 7.0 Code UBC97/ANS195 (Simplified) Weight: 91 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.1 &BUG TOP CHORD Sheathed or 2.6-5 oc purlins. BOT CHORD 2 X 4 DF No.1&BV G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 DF Std G REACTIONS (Ib/size) 2=1384/0-3-8,6=1384/0-3-8 Max 1-1=2=12(load case 6) `J Max Uplift2=-60(load case 5), 6=-60(load case 6) Max Grav2=1577(load case 2), 6=1577(load case 3) ply ;����i FORCES (lb) - Maximum Compression/Maximum Tension ��91� nt , TOP CHORD 1-2=0/36, 2-3=3449/68, 3-4=-2978/87, 4-5=2978/87, 5-0=3449/68, 6-7=0/36 BOT CHORD 2-10=-4413338.9-10--0/2314,8-9--0/2314,6-8=-32/3338 WEBS 3-10=701/16.4-10=-45/867.4-8=45/867, 5-8=-701/16 NOTES 1) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top Chord dead load and 7.0 psf bottom Chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7-93 per UBC97/ANS195 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Design load is based on 33.5 psf specified roof snow load. 3) Unbalanced snow loads have been considered for this design. 4) Overhang has been design for 2.00, times live load + dead load. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 6) A plate rating reduction of 20% has been applied for the green lumber members. QRQF ESS/,N LOAD CASES) Standard �Q��n( �. qN� r7A s>qT 0F C AL - January 28,2004 © Wareing - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII.7473 BEFORE USE 11111111 Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to be Installed and loaded vertically. Applicability of design paramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST -88 Quality Standard, DSB-89 Bracing Specification, and HIB -91 ` Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 # Te W. f Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 'Center Damage or Personal Injury 1 3/4' plate on joint unless dimensions indicate otherwise. Dimensions are inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each t/g TOP CHORDS other. cs c3 —� J5 o O �,VX a 0 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. U U 4. Unless otherwise noted, locate chord splices �,e U CL '/4 ~ at panel length (± 6" from adjacent joint.) For 4 x 2 orientation, locate 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. ca c7 ca r0 BOTTOM CHORDS plates 1/8" from outside edge Jl J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this'design is not applicable for use with fire retardant or preservative treated lumber. 'This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 9. Lumber shall be of the species and size, and x perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. SOCA 96-31, 96-67 10. Top chords must be sheathed or purlins ICBO 3907, 4922 provided at spacing shown on design. LATERAL BRACING SBCCI 9667,9432A 11. Bottom chords require lateral bracing at 10 _ ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING ...�. 14. Do not cut or alter truss member or plate Indicates location of joints at which bearings (supports) occur. without prior approval of a professional engineer. g 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTekO Holdings, Inc. Building Interio't Building Exterio.r 71 I PLUMB Pitched Top. Chord Trusses LONGFELLow LUMBER CO. Ne. Depth 3- 60" 1-1/4' ETM II–SI-71m, Quality Tn4sq Desipt - Roof & Floor Systems, HIB -91 Summary Sheet 89 LA)renAvenue -Chico, CA 95928774,U '61'rol- Phone (530) 893-0112 - (800) 678-0112 mmentary and�recomrnendattons for handling; installing& est. rax (530) 843-0140 Plumb E -Mail: trLis%esRIongfeIIowIumber.cnrn It is the responsibility of the installer (builder, buildlnp particular roof or floor. These recommendations are contractor, licensed contractor, erector or erection based upon the collective experience of leading contractorl to properly receive, unload, store, handle. technical personnel in the wood truss Indu but must, install and brace metal plate connected wood trusses I 'i� due to the nature of responsibilities involved,' lt�; protect Ilia and proNIZ The Installer must exercise the presented as a guide for the use of a qualified building same high degree of safety awareness as with any other designer or Installer. Thus, the Truss Plate Institute, Inc. Truss Plate Institute structural material. TPI does not Intend these expressly disclaims any responsibility for damages recommendations to'be-Interprated-as-superior W the -aiising'fr6m"the'uso;-applidaUori-dr-rellarice76ri-ttfeF —5837D'Orf0frici Cit.-, Suite project Architect's or Engineer's design specification for recommendations and information contained herein by Madison, Wisconsin 53719 handling, installing and bradng wood trusses for a s. building designers, Installers, and others. (608) 833-5900 Building Interio't Building Exterio.r 71 I PLUMB RT -1-2.3E, (Rev. 3103) Olkeg Truss 12" 114" 1. Depth 3- 60" 1-1/4' ETM II–SI-71m, D(in) 84- 1-3/4" a mm r 108- 2- I Lesser of v D/50 or 2* Maximum ± V. —H Plumb Misplacement Line RT -1-2.3E, (Rev. 3103) Olkeg Jb(ftJ1A 12" 114" 1. 3- 60" 1-1/4' ETM II–SI-71m, 5' '" r�tat 84- 1-3/4" a mm r 108- 2- I 94 U, L/20.1 u 0 or 2" L (in) f L (in) ..............t...:........ + T Lesser o—f—'Up Y4 U200 or 2" F'm(mo! )U200 Ettm 50" 1/4" , 4.2' 150". 3/4" 12.5' 4200° e 11" NR 250" .1/4* 20.8' :300:+11:=:1/`-2" —25—WRO? 1� 6 Continuous Toj1 Clio rd Lateral Brace Required 10"or.Greater Attachment Required Span Mmtmumr It Top Chord TopChord;r 4/12 pitch r }4 i ,'t Lateral Brace, Blagpnal Bracey.V,k �s..., S e e a_ re'9 lffference„ Spacing(LBS ? r Note: Bottom chord & web `4 1 K ISyp�acing(DBJ sSBSIt�'* member temporary bracing also -•: - '- - -�' '.�. " ��fllre : 1 Sz! n� For 5 J required - refer to Frame 4. ?+ — — All lateralbrac'es lapped et least Cononuousrop Chord d trusses. Laterai0rece Required — 2.5 7' 17 12 4.WojG,e8ta�r 6'i'�.; '2i Over 42'- 60' 3.0 5' S 3 Over 60" Required Jq Continuous Toj1 Clio rd Lateral Brace Required 10"or.Greater Attachment Required Span Mmtmumr It Top Chord TopChord;r pitch r }4 i ,'t Lateral Brace, Blagpnal Bracey.V,k lffference„ Spacing(LBS ? r `4 1 K ISyp�acing(DBJ sSBSIt�'* I 5 dt %:.'. ��fllre : 1 Sz! n� For 5 J fi r " 1� �riW �F rryh! n, M'.'! k} SP/DFS SPFIP, Up to 28' 2.5 7' 17 12 Over 28'=42'' 3:0-' 6'i'�.; '2i Over 42'- 60' 3.0 5' S 3 Over 60" Se.e'a.registe're_d prote-s'sional';iarhoineen-c Note: Bottom chord & web DF = Douglas Fir -Larch member temporary bracing also HF = Hem -Fir required - refer to Frame 4. SP = Southern Pine SPF = Spruce -Pine -Fir rl RT -1.2-3E (Rev. 3/03) �i All lateral braces lapped at least 2 trusses. 8 5' DF = Douglas Fir -Larch HF = Hem -Fir SP = Southern Pine SPF = Spruce -Pine -Fir Top Chords that are laterally braced can buckle together and cause collapse if there is no diagonal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. 12 sr_ ryp`o/0?®M1oy. Top Chords that are laterally braced can buckle together and cause collapse if there is no diagonal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. 12- 14 or greater repeated at each end of the building and at same spacing as top chord diagonal bracing. �1 RT- 1.2.3E(Rev.3/03) e� — Permanent. ®?, continuous. °O: lateral bracing as specified by -the . truss engineering. Temporary cross bracing at each end of the building 1 and repeated at 20' intervals.— � `"?�+ a�c�a� olaGG'.: Spacing (LB�I YU7a YIU71 �rilLu . Spacing (DB�� � IpttUSSeSI �Fy %. g'' '+'� ice` SP/D,F„„yew I ISP,FLHF,,�? Up to 32' 4/12 15' 20 115 Over 3g .=4B' 4/12 .>;a_ .. ;15':':'.: 10 ve Or 46' — 60 4/12 15' 6 14 'Over 60 See_;a;.regi'ste,red prof:essiona.lengfnee'r: DF = Douglas Fir -Larch HF = Hem -Fir SP = Southern Pine SPF = Spruce -Pine -Fir All lateral braces lapped at least 2 trusses. 4s, repeated at each end of the building and at same spacing as top chord diagonal bracing. �1 RT- 1.2.3E(Rev.3/03) e� — Permanent. ®?, continuous. °O: lateral bracing as specified by -the . truss engineering. Temporary cross bracing at each end of the building 1 and repeated at 20' intervals.— CDF FIRE SAFE REQUIREMENTS AP# PERMIT # I vlvbf-4- NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. [X] 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued availability, access and utilization of the defensible space provide for in these standards, annual maintenance must be provided for by the land owner. Driveway Standards [X] .1273.02 Surface. All driveway surfaces and structures (bridges, culverts and other appurtenant structures which supplement the roadway bed or shoulders) shall provide unobstructed access to conventional drive vehicles. Including sedans and fire apparatus weighing up to 40,000 pounds. [X] 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius [X] 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of�feet shall be added to curves of 50-100 feet radius; 2 feet to Aose from 100- 200 feet. IN 2. The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. [X] 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [X] 1273.06 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. [X] 1273.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of 3 k Sa' AP# PERMIT# a�-�t 1 1 111,11C.164Jv- NAME [X] 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. [X] 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the building. 1273.11 Gates IN 1. Gate entrances shall be at least two feet wider than the roadway it serves. IN 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. [X] 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space [ ] 1. All parcels 1 acre and larger shall provide a minimum 30 foot setback for buildings and accessory buildings from all property lines and/or the center of the road. 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See other requirements on page 3. 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction or final inspection of a building permit. Page 2 of 3 AN PERMIT # NAME Other Requirements [ If Building Setback is 15 to 30 Feet: Class A or B roof and Enclosed Eaves If Building Setback is Less Than 15 Feet- Class A or B Roof with Enclosed Eaves and: Choose any 2 of the following: - Metal or no doors on the side toward property line with insufficient setback - Interior automatic fire sprinkler system per NFPA 13D - Glass area not to exceed 10 % of wall area toward property line with insufficient setback - Siding from the following list: Stucco — 3 coat Hardi- Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials Date Signature Page 3 of 3 a roula e- ceril f ica�tz Pr I/ OT -61P :..� � �.:�= a � -=nom � _ Sol y p - QA A10 ae�� L/ 7 f f')(14 VW PAPACeg DdDr WIA L40 jeg�W roula e- ceril f ica�tz Pr I/ OT -61P :..� � �.:�= a � -=nom � _ Sol 7j� BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) ( J School District G ` Vw t� Building Department No. A.P. Number UL . a(JU 'U 3� Jurisdiction: City County Property Owner Property Location/A Subdivision Residential Development Commercial/Industrial 0 Q New Addition .......................... ... ................................:...................................... 0 0 Sq. Footagea— Addition/ 'Supplemental to (Group R) Conversion Permit # *(No foundation inspection) Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Di rict Identification No. ,( School District certifies that (Street Address) % i�Y ice✓ / �l �. _ _ ',3 (City) ° has complied with the requireements of Resolution No. ,r representing / square feet. t School District Representative Paid by Check #FOS; . Remarks: (State) Sq. Footage (Including Exterior Roofed Areas) Date (Applicant) (Phone Number) (Zip Code) by payment of 2926 $ FULL MmGATION $ 4-4 Date Node e: You may protest the Imposition of the has Identified above by submitting a written protest o the District, In compllanu with Government Code Section 66020(m), wMdn 90 days from the date hes are paid. 'Failure to submit a timely written protest wlll'prohibit you from challenging the IosNlon of the fees in any court action. K, subsegment to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School Dlstrid Is notified by the applicable Local Planning Agency that this project b being rsvNwed urder tit Califonta Environmental Quality Ad (CEQA), this project may be subject to, additional school hes to fully mitigate. its Impact on the school distridb schools. White (applicant), Yellow (building department), Pink (school district) feeform.xb 00/03)dmm 0 � No of Living Mo lie Home Units L-1Installation Commercial/Industrial 0 Q New Addition .......................... ... ................................:...................................... 0 0 Sq. Footagea— Addition/ 'Supplemental to (Group R) Conversion Permit # *(No foundation inspection) Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Di rict Identification No. ,( School District certifies that (Street Address) % i�Y ice✓ / �l �. _ _ ',3 (City) ° has complied with the requireements of Resolution No. ,r representing / square feet. t School District Representative Paid by Check #FOS; . Remarks: (State) Sq. Footage (Including Exterior Roofed Areas) Date (Applicant) (Phone Number) (Zip Code) by payment of 2926 $ FULL MmGATION $ 4-4 Date Node e: You may protest the Imposition of the has Identified above by submitting a written protest o the District, In compllanu with Government Code Section 66020(m), wMdn 90 days from the date hes are paid. 'Failure to submit a timely written protest wlll'prohibit you from challenging the IosNlon of the fees in any court action. K, subsegment to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School Dlstrid Is notified by the applicable Local Planning Agency that this project b being rsvNwed urder tit Califonta Environmental Quality Ad (CEQA), this project may be subject to, additional school hes to fully mitigate. its Impact on the school distridb schools. White (applicant), Yellow (building department), Pink (school district) feeform.xb 00/03)dmm AND'WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DMSION 7 COUNTY CENTER DRIVE OROVILLE, CA 95%5 COPY of Document Recorded 10 -Feb -2004 2004-0007632 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 property described herein is adjacent to land or included within an area zoned fora cultural permitsidents . The f this property may be subject to inconveniences or discomfort from the use of agricultural chemicals,i purposes, 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: Date � PROPERTY OWNERS: State of California ) County of 1?w ) On before personally appeared a [4 4 ersonally known to me (or proved to we on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS hand and ofcial se /jal Signature /�(� Seal: TERRI A. RUSTIN Commission #1442021 n CL • Notary Public-.CatilgmiaButte CountyQ) A.P. # My Comm. Exp. OCT. 24, 2007 '- - 02/J-1-1/2004 12:01 FAX Order No. 3.188356 SCHEDULE C THE LANs RSFERAM TO HEREIN IS 0PSdtx83A A5 FOLLOWS,' ALL TRAT CERTAIN RM PROPERTY SITUATE IN TEM COUNTY OF HUTTB, STAT)] OF CALIFORNYA, OESCRZSSO AS FOLLOWS: PARCRL x Q005 TAT 191, AS SnowN ON THAT CERTAIN )%p ENTITLED. "PARADISE PINES UNIT 14^, RECOMM IN THE OFFICg OF ?HE RECORDER OF TFM COUNTY OF BUTTS, STATE OF CALIFORNIA, ON JMY 15, 1971- xN BOOK 3e OF M85, AT imarr. 37, 36, 39, 40 AND 41, INCLUSIVE, EXCL?TrM TREREPROM ALL, MINERALS, OIL, OAS, ASPHALTU14 AND OTHER HYDROCARBON SUBSTANCES, WITH P&OVISION THAT ANY Alb ALL MINING OP&RATZONS SRALL BB DONE FROM ORYPICES 0 SIDS THS SMFACE ARBA OF THU LAND DSSCRIBUD HEREIN, AND THAT NO DAMAGE SHALL BE DONE TO THE SURFACE OF SAID LAND. AP NO. 064-200-035 PARCEL ZZ; A NON-EXCLUSIVE FASLT'1WT OVZR LATS A, S, AND C (TRZ COMMON AREAS) OF SAID PARADZSB PINES UNITCI&AR 14 AND TAM LOTSTIM DRSTGNATSD FOR CM0= AND RSCREATIONAL AREAS AS DESCR2$ED rN AND XXV. RATION OF ANNEXATION FOR PARADISE PINES UNITS TV, VI, Viii, X, ZZ, XIS, XIII AND XTV. Description: Butte, CA Document Year Doc1A 9999,39626 Page: 3 of Order. molly Comment Description: Butte,CA Document-Year.DoclD 2003.78363 Page: 2 of 2 Order: green Comment: Date 1/07/04 Job Number: Job Name: Assessor Parcel No. Analysis: 2001 CBC Dead Loads Roof Comp 1/2" O.S.B. Framing Insulation 1/2" Gyp Wall Siding Framing 1/2 gyp Insulation Floor JIM PURSELL CIVIL ENGINEER RCE 60924 104-01-04 Casali Residence 064-200-035 6.0 1.5 5.0 1.0 2.5 16 psf. 2.5 3.0 2.5 1.0 9.0 psf. Flooring 3.0 Subfloor 4.0 Insulation 1.0 Steel frame 4_0 12.0 psf. Live loads 16 psf. 40 psf. Page 1 Lateral loads Wind P = Ce Cq q I where Exposure B Ce = 0.62 @ 15 feet Cq = 0.3 in/ 0.9 out windward roof q = 14.5 psf @ 75 mph 0.67 @ 20 feet 0.7 out leeward roof I = 1 0.72 @ 25 feet 0.8 in windward wall 0.76 @ 30 feet 0.5 out leeward wall Seismic V = 2.5 Ca I W / 1.4 R Ca=0.36, I=1, R=5.5/4.5 Soil Bearing Lateral Sliding Lateral bearing 1500 psf Coeff.=0.25 150 psf/ft. © 61 <Do ll PS.i = l�Rsrs 0 0 1-01 24 G2' EQ 0 0 .S�/3M tom. �•C� R F Po, wit L,(. Z- Page 3 Seismic Roof Weight: Pitch = Rise:Run Pitch Factor 3 : 12 = 1.03 (Pitch factor)x(Area)x(Wt.(psf)) = Wt.(Ib) 1.03 x 984 x 16 = 16229 Wall: Casali Leeward Lateral Analysis I P Wall Weight: (Coef.) (Coef.x A + Improtance Factor I = 1 Wall O= WallO P(30)= 0.76 0.8 0 0.5 0 Wind 1 = 0 747 x 9 = 6723 Roof: Windward Leeward q I P (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) P(30)= 0.76 0.3 0 0.7 0 14.5 1 = 0 P(25)= 0.72 0.3 0 0.7 0 14.5 1 = 0 P(20)= 0.67 0.3 0 0.7 0 14.5 1 = 0 P(15)= 0.62 0.3 120 0.7 120 14.5 1 = 1079 Page 3 Seismic Roof Weight: Pitch = Rise:Run Pitch Factor 3 : 12 = 1.03 (Pitch factor)x(Area)x(Wt.(psf)) = Wt.(Ib) 1.03 x 984 x 16 = 16229 Wall: Windward Leeward q I P Wall Weight: (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) (Area)x(Wt.(psf)) = Wt.(Ib) P(30)= 0.76 0.8 0 0.5 0 14.5 1 = 0 747 x 9 = 6723 P(25)= 0.72 0.8 0 0.5 0 14.5 1 = 0 Floor Weight: P(20)= 0.67 0.8 0 0.5 0 14.5 1 = 0 (Area)x(Wt.(psf)) = Wt.(Ib) P(15)= 0.62 0.8 267 0.5 267 14.5 1 = 3120 889 x 12 = 10668 P (Total) = 4199 SEISMIC GOVERNS Wall O1 = Wall Wind Ca = 0.36 Total Wt.(Ib) R = 4.5 W = 33620 Base Shear Ib) V=(2.5xCaxIxM/(1.4xR)=4_!803 _ 4803/ Seismic Roof: Windward Leeward q I P Roof Weight: (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) P(30)= 0.76 0.3 0 0.7 0 14.5 1 = 0 Pitch = Rise:Run Pitch Factor P(25)= 0.72 0.3 0 0.7 0 14.5 1 = 0 3 : 12 = 1.03 P(20)= 0.67 0.3 0 0.7 0 14.5 1 = 0 P(15)= 0.62 0.3 0 0.7 0 14.5 1 = 0 (Pitch factor)x(Area)x(Wt.(psf)) = Wt.(Ib) 1.03 x 984 x 16 = 16229 Wall: Windward Leeward q I P Wall Weight: (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) (Area)x(Wt.(psf)) = Wt.(Ib) P(30)= 0.76 0.8 0 0.5 0 14.5 1 = 0 747 x 9 = 6723 P(25)= 0.72 0.8 0 0.5 0 14.5 1 = 0 Floor Weight: P(20)= 0.67 0.8 0 0.5 0 14.5 1 = 0 (Area)x(Wt.(psf)) = Wt.(Ib) P(15)= 0.62 0.8 140 0.5 140 14.5 1 = 1636 889 x 12 = 10668 P (Total) = 1636 SEISMIC GOVERNS Ca = 0.36 Total Wt.(Ib) R = 4.5 W = 33620 Base Shear Ib V= (2.5 x Ca x I x W)/(1.4 x R) = 4803 �At�� D.:::. glt . (:�) Lv/ 6'3 .S PAq S/S 6-7-1.4 . S/S- /b) L(j PAA -E -L- vim- s)vc -l%, = � ° 3 7q -e. /57 3 , /JZF,-Zlds� G -TR qs �► 5 ,e r 10'-8" f20 o o nTo PORCH FAMILY ROOM REFER 1 U 201.5 Soar. 1 I ADT ,.. 11 �PT. RETREAT 99.4 SQ.FT. WA WE -11WEat DINING AREA BFOROOAf 131A SQ.FT. 1235 SQ.FT. 5 + 1 5 ununr 5 1 HALL 6 II RI 1H z v W i'��� (�! `'�►�'1 7 % 7 pT 8 C� BA .. ... _OPT �V LMNG ROOM d BEDROOM i 232.5 50.Fr. BATH 6EDROOM E 8 a 6 175.6 SQ.fT. 123.5 SOFT. 8 11'-3' 11 ECR7ESS 11 O 7 13'-10 .-0" 20'-3" O p -7" 24'_8.. 98' ShearwaD 18'-10" g_8" APPROVED PF3 Corporation ' J Joists do 2 La9s 3 112". Shearwotl Joists tit Z Lags Madim � 4 � w/ G—strop 94AW Thi. flOcr *m amy be built as an exact HUO IfRmufazttued ° irncQe above tnHome .e lenoO and/or .+f, acts. gross windows) shown with sm than 5.4. fts vent Conatruttlon fr" b9r*"requirernents through Bosh refravcipe �. u rmnufocturteq irstruct cne, lobated on tale window, 8bntiard 6 58 V. SLIDER 15. y 8 A g 6 58 V. SLIDER 11. 5.8 2 DESCRIPTION Ic HOUSE - 0 FJWF (SEE taFcr.SPm&) aso alCT: PNS 6= BLANK �, 'uf° WOOOI.ANO 1 17 g H. u g 1O MEI) 2.0' .. -- O s � uaw 0 5xlo AR mac. 0 Ax SUPPLY FLOOR PLAN � W, W"Z1 1 .4 �f5a v suoE 9.4 4. m mums rr ® MAW it CMM rAM 0 COLIM RMISTS SHEVWU MQ A IT -40 It W -r Moow;i Ky, INIS11 - So= oETmTm ..13 . SUPPORT vosr- 9 /pi a ?rte• X W-8 SUNCREST ® o0oe KLL 7wx& 'aA-�`e u"" AM ` U t "P c - 4663G A • • • PLAN REVIEW Date: / <-- C 4 AP# APPLICATION Permit Number (if applicable) D4 -0V2 Bin Number APPLICANT INFORMATION Owners Name: Owners Address: Telephone No.: Situs Address: Proposed Use: Parcel Size: Mes pp �a r-e-cx `k i2 h L Qi -U ( l Residential New Single Family Residential ❑ Single Family Addition 'ELMobile Home Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel BUT1`E COiI JAN 01 DEVELOPIVIENO Other Septic ❑Well ❑ Agricultural Exempt Building ❑ Agri Buffer Form E:1 Applicable E] N/A ❑ . Other: v !�� Brief Explanation (if necessary): 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 Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: Snow Load Area: 2 TO Z S CSD ❑ 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) 9 SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: • Flood Panel No.: 0 L) Op Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ❑ Detached Building Use Form ❑ Encroachment Permit . ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement 17 Zoning: K " 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 L Side S' 30 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 Water Tender • ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Drainage Area ❑ Thermalito Urban Area ❑ Other L • 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: Deed of Reference: Legal Access Required Parcel Frontage on Publicly Maintained Road: ❑ No, ❑ Yes, Road Name! Complies with County Standards for Deed Creation -F-1 No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ No ❑ Yes ❑ No ❑ Yes ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 a Subdivision Map/Parcel Map: P rx p_4D (s C Map Date of Recording: -) — 15 — i Lot: 19 ❑ Use Permit/Minor Use Permit Permit Number: Book: Date of Approval: Page: 3 t� • Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Attached ❑ None ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Pla. 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. Page 4of5 • • 0 Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CALmTys\Building Permit Site Plan Reviewl.doc Page 5 of 5 MAIN BEAM WITH PERIMETER FOOTING CONFIGURATIONS AND SPACING 13 WIDE - MULTIPLE SECTIONS t❑ q ❑ A ❑ ❑ ❑ ❑ ❑ ❑ ❑, ❑ ❑ ❑; CONFIGURATION AND SPACING Main Beam Size Main Beam Size 8- 10' 12' 8' 10' 12' c y ? FOOTING CONFIGURATIONS SECTION 8' 10' 12' 8' 10' 12' I cc 0 mN U ' •A 8' 10' 12' _SPA VARIES ' ' 2 x 12 x 24' SEE o 0 8' 10' 12' 8' 10' 12' Wood Pad 4000 cc SECTION 1 8' 10' 12' rn B'-•.-B- 1000 SINGLE DOUBLE ..................... ............ .............---- ------------- ,--•---■------ ------------ ■ ....:_.if TRIPLE DOUBLE 20 1500 - --- +----- ■----- +----- ---- SINGLE 8'-0' SECTION C. ------------- :0■ :: ■; These tables determine the footing pad spacing and footing configuration along the main beams and perimeter of the section(s). Refer to pages 13 and 14 for footing pad configuration details. Review the tables that indicate the footing type you are going to use for main beams and perimeter piers. Refer to page 17 for the procedure on using the tables below. Main beam footing spacing tables acceptable for roof live load 40 psf maximum. ■ MAIN BEAM FOOTINGS MAIN BEAM FOOTING CONFIGURATION ❑ PERIMETER FOOTINGS AND SPACING PERIMETER FOOTING CONFIGURATION AND SPACING PROCEDURE: 1. Determine the design roof live load of the home. 2. Determine the soil bearing capacity. 3. Follow that line across the table to determine the type of footing configuration and spacing. 4. Footing placement to start at no more than one foot (1'-0" to edge of pier) from each corner of the home. 8" X 16" X 4" CONCRETE FOOTINGS PERIMETER FOOTING MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Dbl. Pad Footing Triple Pad Footing Two Dbl Pad Ftng. U g tR CONFIGURATION AND SPACING Main Beam Size Main Beam Size 8- 10' 12' 8' 10' 12' c y ? FOOTING CONFIGURATIONS 8' 9' 9' 8' 10' 12' 8' 10' 12' (D CL J x cc 0 mN U cv �' 16' x 16' 8' x 16' 8' 10' 12' ` oncrete Pad ncrete Pad 2 x 12 x 24' 4000 o 0 8' 10' 12' 8' 10' 12' Wood Pad 4000 cc 8' 10' 12' 1 8' 10' 12' rn 20 1000 SINGLE DOUBLE SINGLE 6'-0' 1000 DOUBLE TRIPLE DOUBLE 20 1500 SINGLE DOUBLE SINGLE 8'-0' 2040000to SINGLE DOUBLE SINGLE 1000 DOUBLE TRIPLE DOUBLE 30 1500 SINGLE DOUBLE SINGLE 8'-0' 4000 SINGLE DOUBLE SINGLE 1000 DOUBLEN/A DOUBLE 40 1500 DOUBLE TRIPLE DOUBLE 8'-0' 24050 SINGLE DOUBLE SINGLE PROCEDURE: 1. Determine the design roof live load of the home. 2. Determine the soil bearing capacity. 3. Follow that line across the table to determine the type of footing configuration and spacing. 4. Footing placement to start at no more than one foot (1'-0" to edge of pier) from each corner of the home. 5. The spacing for any footing may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. Multiple Section Installation Manual for WZ-1 tom, Page 23 FLEETWGbD• Ar000 b� Fleetwood Enterp ' M ®2000 b Fleetwood Ente rises Inc. 8" X 16" X 4" CONCRETE FOOTINGS ?' y MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Dbl. Pad Footing Triple Pad Footing Two Dbl Pad Ftng. U g tR Main Beam Size 8'10' 12' Main Beam Size Main Beam Size 8- 10' 12' 8' 10' 12' 1000 6' 6 6' 8' 9' 9' 8' 10' 12' 1500 8' 9' 9' 8' 10' 12' 8' 10' 12' 2000 1 Er 10' 12' 8' 10' 12' 8' 10' 12' 3000 8' 10' 12' 8' 10'12' 8' 10' 12' 4000 8' 10' 12' 8' 10' 12' 1 8' 10' 12' 5. The spacing for any footing may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. Multiple Section Installation Manual for WZ-1 tom, Page 23 FLEETWGbD• Ar000 b� Fleetwood Enterp ' M ®2000 b Fleetwood Ente rises Inc. 16" X 16" X 4" CONCRETE FOOTINGS ? ? y MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Sgl. Pad Footing Dbl. Pad Footing Two Dbl Pad Ftng. v n Main Beam Size Main Beam Size Main Beam Size tpj 8- 10' 12' 8- 10- 12- 8- 10' 12- 1000 6' 6' 6' 8' 10' 12' 1500 8' 9' 9' 8' 10' 12' 8' 10' 12' 2000 1 8' 10' 12' 8' 10' 12' 8' 10' 12' 3000 8' 10' 12' 8' 10' 12' 8' 10' 12' 4000 8' 10' 12' 1 8' 10' 12' 8' 10' 12' 5. The spacing for any footing may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. Multiple Section Installation Manual for WZ-1 tom, Page 23 FLEETWGbD• Ar000 b� Fleetwood Enterp ' M ®2000 b Fleetwood Ente rises Inc. 2 X 12 X 24" WOOD FOOTINGS A' y MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Sgl. Pad Footing Dbl. Pad Footing Triple Pad Footing U a Main Beam Size Main Beam Size Main Beam Size 8 8' `10'T12' 8- 10' 12' 8- 10- 12' 1000 6' 1 6' 1 6' 8' 10' 12' 8' 10. 1Z 1500 8' 9'-6'9'-6' 8' 10' 12' 8' 10' 12' 2000 8' 10' 12' 8' 10' 12' 8' 10' 12' 3000 8' 10' 12' 8' 10' 12' 8' 10' 12' 4000 8' 10' 12' 8' 10' 12' 1 8' 10' 12' 5. The spacing for any footing may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. Multiple Section Installation Manual for WZ-1 tom, Page 23 FLEETWGbD• Ar000 b� Fleetwood Enterp ' M ®2000 b Fleetwood Ente rises Inc. ENVIRONMENTAL HEALTH, Suncrest rSeries Model 4663G DEC 3' 12003 3 Bedrooms • 2 Baths .'1,692 Square Feet ,rniiNrYrt~NTFRnRIVF P'.0F Z j PLANT Z I f SHELF I ABOVE I d WED- ounty. dal Health . 4:2� BEDROOM #2 10'40" X 12'-f0" ` T r y L - "OEDROOM #3 10'-10" X 12'-10" J I SU/17/JUL01 i-- o --- _I 0❑ � OPT. DAY , PORCH -- 10'-B"- ' z - - - DINING N FAMILY ROOM I 1 KITCHEN9 AREA 15'-B" X 12'-10" I m I ,� � - - 9'-T' X 12'-f0" • - . OPf. DOOR -- OP .._FIREPLACE _ ENTERTAINMENTS RETREAT CER I `---� - CiUEST % 6ABLE DORMER \\ �\ k CLOSET BEDROOM LIVING ROOM \\\ - M. 48°SHOWER' 13' 6"x 1z-fo° OATH MIRROR 00 --- '/ a ENTRANCE Env FLE 2243 FEATHER RIVER BLVD. OROVILLE, CA 95965 (530) 532-3301 / P'.0F Z j PLANT Z I f SHELF I ABOVE I d WED- ounty. dal Health . 4:2� BEDROOM #2 10'40" X 12'-f0" ` T r y L - "OEDROOM #3 10'-10" X 12'-10" J I SU/17/JUL01 Cxtenor • Fiber cement siding built to resist weather damage • 2" x 4" exterior wall construction provides a sturdy frame • Transverse floors with 2" x 6" floor_ joists for better support • Class "A' fire -rated, composition shingle roof for long- lasting, low maintenance performance • Vented roof cavity allows hot air and condensation to exhaust for improved. energy efficiency • Inswing front entry door with deadbolt, peephole and brass knocker for your family's safety • Inswing rear door with deadbolt and window add natural light • Low -E coated dual paned vinyl framed windows for better energy efficiency • Porch lights at front and rear entries for your safety Interior • %" drywall tape and texture in all areas (excluding closets) adds style to your interior Standard 17 oz. carpet in all living and bedroom - - areas for high performance and low maintenance - 100% nylon to prevent fuzzing and shedding - Multi -colored dye technique minimizes tracking and spotting - Treated with StainTech- for easy cleaning • Glass ceiling fixtures brighten your home's interior • Vaulted ceiling throughout provides an open look and feel White lined overhead cabinets for easy maintenance • Arched top wood cabinet doors add quality and natural beauty to your kitchen and bathrooms • Metal mini ,blinds in living and bedroom areas for your privacy • • Hollow core closet doors are durable and provide convenient access Baths • Easy -care laminate countertop with hand laid, 4" ceramic tile backsplash provides attractive color accent • Recessed medicine cabinet provides cpnvenient storage space in each bath IVFO LCI UMUI IIQ = la 9c V1 IG-NICOC VV01 WV/Sr 1VWCr for a relaxing bath or convenient shower • Guest bath has a one-piece 60" fiberglass tub/shower comfortable molded design and easy maintenance • Ceiling exhaust fan provides extra ventilation in each bath • Bank of three drawers in the master bath for handy storage • Extra large vanity mirrors with Hollywood lights in both bathrooms provide an expansive viewing area Single lever sink faucets Kitchen • Brand name appliances provide confidence and hassle -free service - 30 -free-standing gas range - 14 cubic foot frost -free refrigerator • Single lever faucet with sprayer • Bank of 4 drawers provides convenient storage for your utensils • Double cell porcelain sink adds flexibility in kitchen activities • Congoleum® no -wax, -vinyl flooring for easy care • Elegant crown molding provides a finishing touch to overhead cabinets • Choice selection of 4" ceramic tile backsplash provides attractive color accent • Wood self -edge provides a finished look • Two pull-out pot and pan drawers provide easy roll out storage convenience Utility, Safety and Energy Features • Smoke detector(s) and built-in interior 100 AMP panel box for your safety and easy access • Shut-off valves at all plumbing fixtures for your convenience • Overhead utility shelf for added storage space Fleetwood Homes reserves ,the -right to -change, colors, prices, specifications, models, dimensions and materials without notice. Rendering and- - diagrams are meant to be representative and, in keeping with Fleetwood's policy of constant updating and improvement, may vary from the actual home. All dimensions are nominal and approximated.,, S_ quare footage is. measured from exterior wall to exterior wall, and is an approximate figure. Length indicated in floorplans is floor length only. The length of the hitch is not included. (Add four feet to arrive at transportable length.) Ask your retailer for specifics. PRICES AND SPECIFICATIONS SUBJECT TO CHANGE WITHOUT NOTICE OR OBLIGATION. ® 01996 Lur 1C 11 IF15u1aourl pacKa9e rur, ertirgy t:MQIHr1Gy, includes: white vinyl framed, dual -paned windows, R-22 ceiling, R-11 wall, R-11 floor • 30 gallon gas water heater is efficient and'requires low maintenance • Gas furnace provides name brand confidence' and hassle -free service • Plumb/wire for washer and dryer provides convenient hook up Optional Features • Dishwasher and garbage disposal for quick and easy kitchen clean-up • Skylights of various sizes brighten any room • Refrigerator and range upgrades meet your culinary needs • Deluxe carpet selections for increased performance and beauty • h" rebond carpet pad extends the life of your carpet • Ceiling fan circulates air for a "spring breeze" feeling all year long • Rounded sheet rock comers in living areas soften your decor • Beautiful ash cabinet system with recessed panel arched top doors, ash face frames and adjustable overhead shelving add value and quality • Overhead utility cabinets expand your storage space • Recessed fluorescent lights give your kitchen a contemporary look • Sliding glass exterior door welcomes more natural light into your home • 40 gallon gas water heaters provide more hot water for your family's needs • Zone III insulation package to meet the needs -of the climate where you live', includes: 2" z 6 exterior walls with R-33 ceiling, R-19 wall, R-22 floor insulation FLEE MIM0, FLEETWOOD HOMES of CALIFORNIA, INC. a subsidiary of Fleetwood Enterprises, Inc. 16 N. Pioneer Avenue Woodland, CA 95776 (530) 662-3223 SU/17/APRo3 i 01/09/04 FRI 16:47 FAX 530 532 3304 FLEETWOOD OROVILLE CA. 21. �f I �o a 4& 0003/003 ! 11k _O • O � o � FAX 530 532 3304 FLEETWOOD OROVILLE CA. 21. �f I �o a 4& 0003/003 ! 11k z I� 'fJP. !LUDED IS /6�'�6 f 01 �a fJ(ZT1Y�1�4�L FdR._..��EI Q�II�✓ _ 8 IE MSD) I "M)C. 7-Y—e cigagSt'CTiaALAYN- + lt� . ENVIRONMENTAL HEALTH JAN 0 9 2004 CHICO, CALIFORNIA 5eQ1or %" Date 1/07/04 Job Number: Job Name: Assessor Parcel No. Analysis: 2001 CBC Dead Loads Roof Comp 1/2" O.S.B. Framing Insulation 1/2" Gyp Wall Siding Framing 1/2 gyp Insulation JIM PURSELL CIVIL ENGINEER RCE 60924 104-01-04 Casali Residence 064-200-035 6.0 1.5 5.0 1.0 2_5 16 psf. 2.5 3.0 2.5 1_0 9.0 psf. Live loads 16 psf. Page 1 V" I' NO 60924 Floor Flooring 3.0 Subfloor 4.0 Insulation 1.0 Steel frame 4_0 12.0 psf: 40 psf. Lateral loads Wind P = Ce Cq q I where Exposure B Q = 0.62 @ 15 feet Cq = 0.3 in/ 0.9 out windward roof q = 14.5 psf @ 75 mph 0.67 @ 20 feet 0.7 out leeward roof I = 1 0.72 @ 25 feet 0.8 in windward wall 0.76 @ 30 feet 0.5 out leeward wall Seismic V = 2.5Ca I W/1.4R Ca=0.36, I=1, R=5.5/4.5 Soil Bearing Lateral Sliding Lateral bearing 1500 psf Coeff. = 0.25 150 psf/ft. �+� 9 BUTTE COUNT YOILDING DEPA. RTdee E' -'N -i P v Nis-1-��� Ps -S� -:� (C:�� Rs.- ' RAc- 30?. C. ; r ,®fes � AIJA' 0 O R F A"LA RO,O-AW- 0 -JO O X66. z6_4 27 VvA LL_ Page 3 Seismic Roof Weight: Pitch = Rise:Run Pitch Factor 3 : 12 = 1.03 (Pitch factor)x(Area)x(Wt.(psf)) = Wt.(Ib) 1.03 x 984 x 16 = 16229 Wall: Windward Casali Leeward Lateral Analysis I P Wall Weight: Coef. x A) Improtance Factor I = 1 Wall O= Wall O 0.76 0.3 0 (lbs) (Area)x(Wt.(psf)) = Wt.(Ib) P(30)= Wind 0.8 0 0.5 0 Roof: Windward Leeward q I P (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) P(30)= 0.76 0.3 0 0.7 0 14.5 1 = 0 P(25)= 0.72 0.3 0 0.7 0 14.5 1 = 0 P(20)= 0.67 0.3 0 0.7 0 14.5 1 = 0 P(15)= 0.62 0.3 120 0.7 120 14.5 1 = 1079 Page 3 Seismic Roof Weight: Pitch = Rise:Run Pitch Factor 3 : 12 = 1.03 (Pitch factor)x(Area)x(Wt.(psf)) = Wt.(Ib) 1.03 x 984 x 16 = 16229 Wall: Windward Windward Leeward q I P Wall Weight: Coef. x A) (Coef.) (Coef.x A + Coef. x A) (@75) 0.76 0.3 0 (lbs) (Area)x(Wt.(psf)) = Wt.(Ib) P(30)= 0.76 0.8 0 0.5 0 14.5 1 = 0 747 x 9 = 6723 P(25)= 0.72 0.8 0 0.5 0 14.5 1 = 0 Floor Weight: P(20)= 0.67 0.8 0 0.5 0 14.5 1 = 0 (Area)x(Wt.(psf)) = Wt.(Ib) P(15)= 0.62 0.8 267 0.5 267 14.5 1 = 3120 889 x 12 = 10668 P (Total) = 4199 SEISMIC GOVERNS Wall O= Wall9 Wind Roof: Windward Leeward q I P (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) P(30)= 0.76 0.3 0 0.7 0 14.5 1 = 0 P(25)= 0.72 0.3 0 0.7 0 14.5 1 = 0 P(20)= 0.67 0.3 0 0.7 0 14.5 1 = 0 P(15)= 0.62 0.3 0 0.7 0 14.5 1 = 0 Wall: Windward Leeward q I P (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) P(30)= 0.76 0.8 0 0.5 0 14.5 1 = 0 P(25)= 0.72 0.8 0 0.5 0 14.5 1 = 0 P(20)= 0.67 0.8 0 0.5 0 14.5 1 = 0 P(15)= 0.62 0.8 140 0.5 140 14.5 1 = 1636 P (Total) = 1636 SEISMIC GOVERNS Ca = 0.36 Total Wt.(Ib) R = 4.5 W = 33620 Base Shear (lb) V= (2.5 x Ca x I x W)/(1.4 x R) = 4803 Seismic Roof Weight: Pitch = Rise:Run Pitch Factor 3 : 12 = 1.03 (Pitch factor)x(Area)x(Wt.(psf)) = Wt.(Ib) 1.03 x 984 x 16 = 16229 Wall Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 747 x 9 = 6723 Floor Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 889 x 12 = 10668 Ca = 0.36 Total Wt.(Ib) R = 4.5 W = 33620 Base Shear V= (2.5 x Ca x I x W)/(1.4 x R) = 4803 SILL ygrvc�„QG 7 z ZA'r- A, g.S � 4' 8 a (2> -c, l6) z-�-Rys Grp = y _ '7 (a �o - I AW- C% % ���► ��� �.,�� .� ��s � � 'c�_c.e ��G�� ��`t cam, c . ���..r b1 MAY-_ �S'P-c�G 6-3 C>F. f 0'-8" 12'-9* ucaoi UP ex 1 20 0 fW��N 44 2 0 O O 5 © MKW OF no0a a► -a► d-ar loo r -r POP1 ' Ir Ir -o- 1 n/ - PORCH FAMILY ROOM REF 4 J DINING AREAa-1r xt-�r Ir- a ,-, 201.5 So.FT. SINN BEDROOM 111r.�r � r !»oo � y► 1 v 131.4 SG.Ff. 1235 SC.Ff. 5 err sr -e see r -r x PT OPT 4 4 5 O " e 4 1 o KITCHEN tmUTY 1 / 0 • � \` 2 RETREAT + 4 c� F/S P % 99.E SQ.FT, - ' E 60PT � ��� 2 5 �, e 4 ii RYIC HALL s 1f W C i�� O O L � e 7 —0OPT e � oar i LMNG ROOM i BEDROOM Z52.5 SOST. BATH BEDROOM a 6 4 e 175.6 SQ.FT. B 123.5 50.fT. Q O 2 E!= ZO —3 —0" f I'-4• —7" APPROVED 18 —10t " PFS Co 011 SheaL 1 t 2". 8 —8 dlm 4 3 Jofsb &ags Joists & 2 Lap Nags 912m W/ G—strop Lap 3 7149 floor plan may be but as an =ad HUD IAmufatgttedHOME ' irnag* about the length and/air w;ft OW. HOW 19� *kW ria) sho+m, with leas than SA. ft2 vent cons Sedc" a w40 DWI" v ma requwsmenb through sash nlnlovd par rlrq inebuctt le. located ort 9% mind. �8 58 V. SUOER ASRE OESCRIPMN 6 se v suoER t 1.$ I�ousE — p (�) e.o �� �� enc �,,&XW.-e OLANO 17 B H. U 2 BIANK — Q sxlo wa nec, R PLAN W. 10 FIXED 2.0 P � 0 ae 51lPKY WZ1 1 .4 0 MUNG RMI an 5& V, SUDS 9.* 4. ® WNW hkrcmm IAN p SHEAF WAM MEL wmu PDX i� m+ — $MORs ocro: le p SUPaoar Farr9 /b2 aSUNCREST to WN ML. 7.vm ��"AaR coat t �1, 4663G A National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement !LESS THAN 1 ACREI Project Title: r CL - By signing below, I, the project owner/owner's agent, certify that I am aware that a construction project that disturbs 1 acre or more 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 Plari (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 1 acre or more of land. I, further, certify that this project will not disturb 1 acre or more of land. I am aw that submitting false and/or inaccurate information may result in revocation of grading aiW r other permits or other sanctions provided by law. Signed: 1 Title: Date: 1 — Assessors Parcel Number. Scale: 1" = l�� MQ e� T TFFOR OFFICE USE ONLY Owner Name Cc�.-SGLut oo Zoning: Address / Phone No. O 75 QLka Rare-,o Ct �.L d'*'- .�i h oo General Plan Desig: Site Location -��� c� � e°.,, ✓Zc� it n(eQ -;200 • C919,� ovN�Size, Acres Contact: Name- Phone p- , ; a.aor PROVIDE FOR ALL ADJACENT PARCELS SIZE (AC): ZONING: GEN PLAN: USES: c 4 SITE PLAN r` -Aci+ CQsQl RMEWED BY* -BUTTE CC 0 CALIF. DEPT. Of �Cv S �R . Q,V� z �5 ...... . e DINIZ i�lelo M17/4 LU ENT i i 01dF���� 1P'L• � ,L Lcv.wi. / � . Other .. ... y if i; �; t'/,�,1 =� ,.� s�uc�u��CLEAR or - SHALL ALL. Er��n�I19T . ,n L.PII , 7eil. OVERHANGS � ,���-���Sacs �►ND -A SI9T`, BAbGt of Gv - -N LIMESFP,ow `TF�?Pl�o �vS aLlr� E{�P ,/+Tq W�R S :llE�li 135 OEM 'L�� '�1JJ�.�" CORA ESV E O E�thl�+ - --- — — - -- -- PLANNING DIVISION i P�°+ NG DTVI - BUILDING PLAN APPROViAI + - use. 1< Date: 2— �-- o (� Pa ng: Landscaping; - -� - - �- � •- - - �.,�r � � Signature. • �� it�'t�\��' yi :. :. �, Assessors Parcel Number. Fd © 0 — V I fji — ❑p ®t Scale: 1" Owner Name C.0—.sa_ � Address / Phone No. v -w L_ f 0ac� cL I A..0- Site Location C t tc LC Contact: Name Phone FOR OFFICE USE ONLY PROVIDE IeOR ALL Zoning: General Plan Desig Size, Acres ADJACENT PARCELS SIZE (AC): ZONING: GEN PLAN: 4.00" USES: t L Building Permit Number: 0--01 a Owner Name: Oa j0-1) Residential Construction Requirements IMPORTANT This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or alterations on same without written permission from the Building Division, County of Butte. All materials and workmanship shall be in accordance with recognized good practices y, 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- D 12 Owner Name: G► Q -5 ql; Parcel lies within the State Responsibility Area (SRA). Comply with attached requirements. , Fire sprinklers are required in this structure. MMThe following parcel map requirements shall be met: All structures and equipment including overh s shall be clear of all easements. A setback of tQ ee om the side ander 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� PORCH N lot FAMILYROOM 15'-8"X 12'-10" OPT. DOOR --�� OPT. FIREPLACE ENfERTA1NMENTj _-� 7-_ CENTER RETREAT 1 10'-2"X9'-6" =II <�I .1 MASTER BEDROOM 13'-6"X 12'-10" 2243 FEATHER RIVER BLVD. 030VILLE, CA 95965 (530) 532-3301 \\ P, \\ ■■■■■■ �■ n, ul --------- rI \\ �■■■■ ■ Iil % GABLEDORMER \\ mummi CLOBET rROOM 4 r0 #2 r �5 ' -m; BEDROOM #3 19'-11" X 12'-10" \\ MASTER BEDROOM 13'-6"X 12'-10" 2243 FEATHER RIVER BLVD. 030VILLE, CA 95965 (530) 532-3301 SU/17/JUL01 \\ P, \\ PILANT w j -F SiHELF --------- rI \\ j 1 AIBOVE Iil % GABLEDORMER \\ mummi CLOBET rROOM 4 r0 #2 LIVING ROOM \\\ ' -m; BEDROOM #3 19'-11" X 12'-10" \\ �■lu■o �♦ On 10'-10" X 12'-10" SU/17/JUL01 \\ 1 \\ PILANT w j -F SiHELF --------- \\ j 1 AIBOVE G_U_E5T__ % GABLEDORMER \\ I CLOBET �� \\ 4 LIVING ROOM \\\ ' -m; BEDROOM #3 19'-11" X 12'-10" \\ -PLANT - 10'-10" X 12'-10" O SHELF ABSOVE I JL ENTRANCE IWO SU/17/JUL01 ^' R.L i' 1. Owner's Name: 2. Assessor's Parcel Number: - /---, S` — ` 3. Installer's Name: 4, is the site currently under permit? Yesk, ] N01ermit No. 5. Is the site an existing site? Yes[ ) No (If Yes, furnish two plot gtarls). 6. What is the electrical rating of the mobilehome?I. LAmperes. 7. What is the mobilehome site circuit breaker razing?Amperes. S. What is the electrical rating of the mobilehome site? Q Amperes. 9. Is the main service remote from the mobilehome site? Yes[ } NOf If it is, what is the rating? Amperes. 10. Is there any other electric toad to be served by the mobilehome site electric service (i.e. well, garage etc.)? Yes[ ) X01 j Ifyes, please id=t4 the toad and size: a) The mobile home site: Load- 0 Amperes - b) The main service: �� Load- Amperes- 6 11. Type of gas service at mobilehome site: Naturair- ] Propane None[ l 12. Size as pipe at the mobilehome site from the meter or tank: inches. 13. What is the gas pipe length from the meter or tank to the mobilehome? A� ) ft. 14. What is the mobilehome'gas demand? "(This information is not rewired if the pipe length is less than 6 feet on natural gas or less than 50 feet on propane). Tl3E OTHER SIDE OF TMS FORM MU T IRE COMPLETED IN ORDER TO PR CE S THIS PERIL T APPLICA-TrON ri May 1995 t�3 �. t F• ; -8.5 a Z00/Z0001 Ala OD 311aq 31IIAONO (100 ,L33'I3 WC US ACS Xt'd WVT a3A 60/9Z/TO Mbbilehome Manufacturer. F If other than single wide, fu�r_nishh setup Mode! Number. Manufacture Year. d Width:`(t},) Length. �l(ft.) Tagalong orand ' °Size 3 On all rzobilehomes manufactured slier October 7, Y973, furnish manufacturer's installation manual and structu al setup sheets. 'OOTII�TGS: Wood pressure treated or foundation grade[Oth ' Concrete blocky Other: Provide Tie Down Specifications for all Mobileholnes: snvcL$ wtna Pier Footings Sizes and Location 4 MJLTI-WM$ . I ........... ............................... ..>......... .................... ........ Ua*2 UN ............ ............................ .... ..........` line l --- 2 Line 3 ......... .............. M.in ................... ................. Lice 2 ................................... ............., Line2 I ................................ .I 0.0 Line I Piers: elt,z •Q LI-Ik^CC4I Line I Openings ,Size minimum: =t• x Z Size minimum: Spacing rn mum: `s' �' ' Each side ofopenings t 1 x ]. From ends-maidmum with width over: Zine Z Piers: Size minimum: 42. x z 4 . Spacing maximum: ,c, From ends -maxima Line 3 Roof Loads: A 9 Size mitum:tm hFk 3c air —x3 c Location (from front): 0,0–It", `,. Line 5 Roof Loads: Size minimum: Location (from front): Line 4 Piers: Size minimum: x Spacing mwamusn: From ends -maximum Gx 30 34x 3 : 4�x3t� 3�,c3o d yx3e OVER 6�m t 1_ _..,,.Li10D ,Ld.RB �` ` 3'PIIAOitO QO OML33I3 DO££ US 0£S XFJ3 rTWtT Q3Ati fi VTO �'� 0!$ MAIN BEAM WITH PERIMETER FOOTING CONFIGURATIONS AND SPACING 13 WIDE - MULTIPLE SECTIONS ;❑ o ❑ P ❑ ❑ ❑ ❑ ❑ , ❑ ❑, ❑ ❑ ❑; #� } �.. .._,_.. • These tables determine the footing adspacingand footingt-----■..... r ..... ■..... ...... ■----- -:: -• I SECTION �SPACING� .. , configuration along the main beams and erimeter of the Section(s). ' "A• ' VAPoE9 ' 3EETAeLE ` t a F i + ----- ------ ; Refer to pages 13 and 14 for footingad configuration details. 41 Review the tables that indicate the footing type you aregoing ---•----•-------------�-----�-- i ------r to use for main beams and perimeter piers. SECTION i Refer to page 17 for the procedure on using the tables below. }F ' = ❑ Main beam footing spacing tables acceptable for roof live ❑ ❑ o ❑' ❑ ❑ o, load 40 psf maximum. SECTION ■ MAIN BEAM FOOTINGS MAIN BEAM FOOTING CONFIGURATION ' C. ,-- `' ❑ PERIMETER FOOTINGS AND SPACING ;❑ ❑ ' ❑ ❑' ❑ 6 ❑! PERIMETER FOOTING CONFIGURATION AND SPACING PROCEDURE: 1. Determine the design roof live load of the home. 2. Determine the soil bearing capacity. 3. Follow that line across the table to determine the type of footing configuration and spacing. 4. Footing placement to start at no more than one foot (1'-0" to edge of pier) from each corner of the home. 8" X 16" X 4" PERIMETER FOOTING 0 S c MAXIMUM MAIN BEAM FOOTING SPACING (in Feet) Dbl. Pad Footing Triple Pad Footing Two Dbl Pad Ftng. CONFIGURATION AND SPACING Main Beam Size CU 41 FOOTING CONFIGURATIONS 8" 10" 12" 8" 10" 12" J H m a Z m a 8' 9' 9' 8' 10' 12- 1500 8' 9' 9' c 16x16" 8"x16" 8' 10' 12' V ` oncrete Pad ncrete Pad 2 x 12 x 24' Wood Pad g 8' 10' 12' 8' 10' 12 1 8' 10' 12' 8' 10' 12' 8' 10' 12' 20 1000 SINGLE DOUBLE SINGLE 1000 DOUBLE TRIPLE DOUBLE 20 1500 SINGLE DOUBLE SINGLE 8'-0" 24000 SINGLE DOUBLE SINGLE 1000 DOUBLE TRIPLE DOUBLE 0SINGLE DOUBLE SINGLE 301500 v-0" 4000 SINGLE DOUBLE SINGLE 1000 DOUBLE N/A DOUBLE 40 1 1500 DOUBLE TRIPLE DOUBLE 2288? 1 SINGLE DOUBLE SINGLE 1 PROCEDURE: 1. Determine the design roof live load of the home. 2. Determine the soil bearing capacity. 3. Follow that line across the table to determine the type of footing configuration and spacing. 4. Footing placement to start at no more than one foot (1'-0" to edge of pier) from each corner of the home. 5. The spacing for any footing may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. A Multiple Section Installation Manual for WZ-1 FLEETWOOD. Page23 Am..,o.: u,o. t N -bWld"r CoovdohtC2ODObvFleewioodEnterodses Inc t's'�4Fis 8" X 16" X 4" CONCRETE FOOTINGS 0 S c MAXIMUM MAIN BEAM FOOTING SPACING (in Feet) Dbl. Pad Footing Triple Pad Footing Two Dbl Pad Ftng. Main Beam Size 8" 1 10" 1 i2" Main Beam Size Main Beam Size Main Beam Size tR 8'10* 12' 8" 10" 12" 8" 10" 12" 1000 6' 6' 8' 9' 9' 8' 10' 12- 1500 8' 9' 9' 8' 10' 12' 8' 10' 12' 2000 8' 10' 12' 8' 10' 12' 8 10' 12' 3000 8' 10' 1 8' 10 12' 8' 10' 12' 4000 8' 10' 12' 8' 10' 12 1 8' 10' 12' 5. The spacing for any footing may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. A Multiple Section Installation Manual for WZ-1 FLEETWOOD. Page23 Am..,o.: u,o. t N -bWld"r CoovdohtC2ODObvFleewioodEnterodses Inc t's'�4Fis 16" X 16" X 4" CONCRETE FOOTINGS HSgi. MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Pad Footing Dbl. Pad Footing Two Dbl Pad Ftng. n U) Main Beam Size 8" 1 10" 1 i2" Main Beam Size Main Beam Size 8" 10' 1 12" 8" 10" 12" 1000M12' 1000 10' 12' 1500 8' 10' 12' 8' 10' 12' 2000 8' 10' 12' 8' 10' 12' 3000 8' 1 o' 12 8' 10' 12' 4000 8' 8' 10' 12' 1 5. The spacing for any footing may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. A Multiple Section Installation Manual for WZ-1 FLEETWOOD. Page23 Am..,o.: u,o. t N -bWld"r CoovdohtC2ODObvFleewioodEnterodses Inc t's'�4Fis 2 X 12 X 24" WOOD FOOTINGS g MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Sgl. Pad Footing Dbl. Pad Footing Triple Pad Footing t� = Main Beam Size 10" 12" Main Beam Size 8' 10" 12" Main Beam Size 8" 10" 12" 1000 s' 6' 8 10' 12'8 10 12 1500 1 8' 9'-6" 9'-6" 8' 10' 12' 8' 0' 1 ' 20001 8' 10' 12' 1 8' 10'12' 1 8' 10' 12' 3000 8' 10' 12' 1 8' 1 or12' 8' 1 o' 12' 4000 8' 10' 12' 8' 10' 12' 8' 10' 12' 5. The spacing for any footing may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. A Multiple Section Installation Manual for WZ-1 FLEETWOOD. Page23 Am..,o.: u,o. t N -bWld"r CoovdohtC2ODObvFleewioodEnterodses Inc t's'�4Fis r,FI Isepsrs4awlsYi:'ii Y?bS9f `. M. rPr L E G E N p 9'-8 t/�• 6'•0 3/4' li-4' i RECEPTACLE. >f AT IAF-- F(C'4 -✓r srlTCH f Q TKAu3STAT vyis!QI , n>t arcs SMOKE ALAraA m , us" s a fel CFI A FAIAP Y ALCM 200• sg sola Js� — WT OYiING 1AJ :1 (yT 9EOROOA 3 7MENA-1 22.9s ul s OPT. GPT s t{TIUTY lir' i \\ KITOfN IF Jil i' PE1PfAT T I \ 0�1. , � -� — /Z V_ rRs r CPT 5 GR N $ EtFESi rri R.A.0 E tea -ii ', s ii .yti, iii f li V _ AaM •. s ii r COPT, p O PT \ =_Y HAIL $ S rt 11 — OK I -e , � L.� / Ji (PT r � e / f � � OATH1 EEOAOC!A t •�s.3r ! LR11NG ROOM t1E0A0pA 3 i BATH 1 SMOKE 4LAru rvnasl wrap LIGHT FUTURE EXOMST FAN %DCP VIDEO DIGIT& CAPLE PANEL 60) VIDEO DIGI FAL �@a �jC46LE OD+LET L! FAN FAN W/LIOsT IPANEL SOX RAG I�TLRH AIR A y ^,MLLE O FLOOR rn REGISTER z CROSS-OVER LOCATION i AIR ILIPPLY SLPPCRT POST 1 SWAB ALL U IN .66--8- 160 66 --is' ® 160 r 66'-i3- fl a FLE�7VIAaJl7 WOODLAND !7 Pamrrr nauf SUNCREST A 21 H 9 WMEL RD 4663G HAGIVW. rim APPROVED PFS COMM94n FLOOR PLAN Madisorc-S WIM3 HUD Manufadured "KNI 6T- tfama Aivar K. Conshmctlont& OxrE SaietYStandard OVDS/03 Sir VEV FPI $ I��ST OAA: DESCRI°TION GLAL VENT V VALVE 'VINO ZONE 1 SGO - SAFEE-'v 35 53 11.70 0 7R LABEL UNIT WALL FA -h ELIrYP:i LENGTH NOTE LITE LO -0 ' %� B 6 1 2SG 15 i PERIMETER PERIMETER FIERtNG RE 1 ISG . E LABEL CCAf:ty UNITIF,-,i- LOAD HE•GHt 8EARIA, POST PIER LOAD 8E AM A. 32'-6' - V -1' I A I BSO I19 1/2 1 is i 11 3100 1JI a SF' -2' 59'-3' 1 t3 BSO 119 1/2' 1 15 32 7.1 8 1 b -S 1//* Nome 244r 119 1/2' 1 15 5 4400 181 8/S' 32'-6' 41'-1' g 3 2117 119 1/2' 1 i5 - 5 53-10' 3412 119 1/2" 1.15 1 1 6800 Ttl C j 11 -i 1/4' 6 3412 119 I/2' I i5 f TIT D 30.-9 ?/S' A 3366 119 1/2' 1 i5 I t 6600 TJI . 0 7 30"-9 i/S' 6 3366 119 1/2' 1 15 i I TJI i E 42 -i 7/S' A 3162 119 I/?' 1 i5 : 6 8100 Til E 42"-5 7/6' 6 3192 119 1/2' 1 i5 6 Til A _ 3659 119 112' 1 Is 1 1100 Til F 5S'-6 1/4' 6 3859 119 1/2' 1 i5 i Tit 7385 119 1/2' I.FS 1 32 4900 TJI 1395 119 1/2' 1.75 32 Til • EMPTY PIER LOAD IS C3M6 NED IN NUMBER ABOVE OU1R¢0 SHEAR WALL OATA DESCRI°TION GLAL VENT V VALVE 'VINO ZONE 1 SGO - SAFEE-'v 35 53 11.70 0 7R LABEL UNIT WALL FA -h ELIrYP:i LENGTH NOTE A 8 1 ISG E 13'-0' 3 1 26 go STRAP B 6 1 2SG 15 i 6"-6' 2 JOISTS i 3 LAGS 45 -7 1/4' y g 1 ISG . E R--6- 3 1 26 o STRAP 22'-6' IN NOTE FIELD RECO:R:S 4GGRESSIVE FASTENING PATTERN EMPTY TRtl F-ELO I"a i.:••1BINE0 IN HUMBER ABOVE Lwvn aoncVVLc SYMBOL - SIZE DESCRI°TION GLAL VENT V VALVE 6/016/8 6/0 i 6/a SGO - SAFEE-'v 35 53 11.70 0 7R 3278 32 136 a 73 SLANR-IN:AING IBLANA-4NSAING 0 19 -3679 1 79 0 0.19 A 6 1 SUNCREST SYMBOL I SIZE I DESCR:=:ION uL Al vcn, 113659SH 36 1 i9 SGL HUNG -?IDE LO a 11.62 6.07 11305991 30 . $9 SSL HUNG-e1OE LD 9.63 4 99 11469991 16 1 S9 SGL IUNG-SIDE LD ' IS.Ir i 8S V3040TfS 30 1 10 IH StioE-x t 6.01 3 20 V46OSH5 40 , 08 :H SLIDER I.SO 0.20 V464011S 46 r 40 H-aL1DEF I 9 96 S 2S 2B6 WALLS -- ALLONED IJ! SPL'CE LOCATION DIMENSIONS ARE FROM HITCH END LtvE LOAD 30 LBS WOODLAND FROM rC UNsT MATE 0 S" -ID' A 6 PASS IIB.66 18?- SUNCREST 8F 99.6 19 -21 - 21'-S' A B 26"-10' - 29.-5- A B 32'-6' - V -1' A a 43"-10' - IS" -6' A 5 SO -11' - 53"-I41' A a SF' -2' 59'-3' A 8 65-7' - 6E"-31 A 8 UUV'M7By- Aiva11C. HUD REa9ufnWre6 Nome DATE' 05/05/03 A f 4 _ A 32'-6' 41'-1' g A +3"-10' 46-3' B A SO" -11' - 53-10' A i ___—_ .CMASS S FNFD M -R ,PACIaG 39 !/2': I-OEAM SIZE 12' ORAW84LA LENGTH 39' OAAWSAR ANGLE 60 FLOOR INFO JOIST SIZ: 2.6 JOIST UATERIAL sp.- JOIST P%JOIST SPAC7HG IB WALL INFO SIOEWALL HGT.4C' EET WALL SIZE 2a4 EXT SIDING MAIL HARDIE CEMENT C 1 L 114G/R00F INFO RAFTER SPACING 21' CEILING THICKNESS 1/2 - CEILING MATERIAL US GTP I'AONT SAVE O'H; NG REAR SAVE 0-4ANG FAON1 GABLE 0'116 REAR GABLE O'H3 12' --7135 �r� I H E R M a L - C AL C U L A T 1 0 N A E S V L T S �+F.G1 f'Ywi/ VIA L,. FLOOR WINDOW V DJCT TYPE WOODLAND 2 1 22 17 VN -INS ILAT�O PASS 282.61 182. VA0DVCTNUF -- AL °tfF INSULATED PASS IIB.66 18?- SUNCREST 8F 99.6 84 235.65 MODEL No 4663G ,_ _ R4AxINa TI77E APPROVED SPEC OR14aG PFS Corporation MadMn-5 913M UUV'M7By- Aiva11C. HUD REa9ufnWre6 Nome DATE' 05/05/03 Construction 3 SaMyStandarcl 91f H:T SPEC1 I H E R M a L - C AL C U L A T 1 0 N A E S V L T S r WZ CEtL VIA L,. FLOOR WINDOW V DJCT TYPE RESULT MAX NON ACTV 2 1 22 11 11 0 38 VN -INS ILAT�O PASS 282.61 182. 3 T 33 19 22 3.38 INSULATED PASS IIB.66 18?- I , CDF FIRE SAFE REQUIREMENTS � L< t� t2- �� Ofa/ C'L.�-"" AP# PERMIT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. [X] 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued availability, access and utilization of the defensible space provide for in these standards, annual maintenance must be provided for by the land owner. Driveway Standards [X] 1273.02 Surface. All driveway surfaces and structures (bridges, culverts and other appurtenant structures which supplement the roadway bed or shoulders) shall provide unobstructed access to conventional drive vehicles. Including sedans and fire apparatus weighing up to 40,000 pounds. [Xj 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius IN 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100- 200 feet. IN 2. The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. [X] 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [X] 1273.06 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. [X] 1273.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of 3 6�s 4L AP# PERMIT# NAME [X] 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. [X] 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the building. 1273.11 Gates IN 1. Gate entrances shall be at least two feet wider than the roadway it serves. [X] 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. [X] 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space [ ] 1. All parcels 1 acre and larger shall provide a minimum 30 foot setback for buildings and accessory buildings from all property lines and/or the center of the road. 2. For parcels less than 1 acre, local jurisdiction shall provide for. the same practical effect. See other requirements on page 3. 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction or final inspection of a building permit. Page 2 of 3 414-:;?�0 ,3J, AN e!9 4C o r. -z- 7 C" 4 c i . 24 JC PERMIT # NAME Other Requirements [ ] If Building Setback is 15 to 30 Feet: - Class A or B roof and Enclosed Eaves [ If Building Setback is Less Than 15 Feet- Class A or B Roof with Enclosed Eaves and: Choose any 2 of the following: - Metal or no doors on the side toward property line with insufficient setback Interior automatic fire sprinkler system per NFPA 13D - Glass area not to exceed 10 % of wall area toward property line with insufficient setback - Siding from the following list: Stucco — 3 coat Hardi- Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials Date Signature Page 3 of 3 S I 1 1- Ns em' T ICAL , AND PLI ELECTF ICAL, r a s,: Proui�e, i nsfzc ((a �hor� rnc��-�- 5t�'G f r att fklSrions �SHALLCofAP�.1'° VI I�i OF iCC, um, .azoD U = �, A p4k is :. fiElAE11' % "EY ' i ;°�; #' E BUTTE CO FIFE DEPT. <. . .........:... ....,.. .. .... � � � CALIF.DEPT of FORESTAY*.. "rn- Itte'd approved as s k A a\ with'c t� mojn r roved aopattached Dare . Date. .. i i %r� ,�f� OtiENEEE�T ..: .. c ;7 !/-. � Err p� B LL a3TII UCT4lpES AN � g�a J0J s L BE CLE -1 r1 OF �U� �'5 �- I o�IER!-E EvO S . '� tuber?O T� S OF G�?' '� SEE; I A SET BACK ! !�-4�<C S �yg nPEPTY L$ ' ✓ !J1�� - RO ^[ p "t TE a'LPME 0`P FROM, _' M� EOUIP ....:...... .:. :.. � 'C� 0�= CTRUUTURE.�a �'�C et QST+ coli A,2 FT. EA : DIVISION -BUILDING PLAN APPROVAL U se.�'a k eats ` t 0 `t — O 12 7 MC, Landscaping: O� _ G C I iLOINO OE RTr�• .. ... .. .. .. .... .... .. .... _ fJpf.. .. .. .. .. -. .... .. .. . ......... .. ...... Y.. ,..E ��11III=l ° Assessor's Parcel Number. ® © ® t, ®®" [a ® Scale: It Owner Name Address / Phone No. '5 Q-rtA 11+0 Site Location C"' 1 rt t 2=0 0 - b.ontact: Name��Z. Phone -Fw�=rte 10 FOR OFFICE USE ONLY Zoning: General Plan Desig; Size, Acres i PROVIDE FOR ALL ADJACENT PARCELS SIZE (AC): ZONING: GEN PLAN:. _ USES: 1 8d NAILS ® 6" O.C. RIM JOIST OINT 8d NAILS 6 6" O.C. 2X FRAMING MIN. 14" LONG 5/16" HARDIPANEL OR 50LID BLOCKING REQ'D. 8d NAILS ® 6" O.C. EDGE, z 1/2 -?'DIA. ANCHOR BOLTS & 12" O.C. FIELD NAILED ®6' O.C., 5" MIN. EMBED. ON 2X FRAMING ® 16" O.C. a (1) WITHIN 12" OF EACH END 2X2X3/16" WASHER °,-° OF EACH PIECE/ SPLICE 8d NAILS ®6' O.C. 2X P.T.S. 6" STEMWALL_ ��• � —IIUIIIIIIII y, �'. N #4 REBAR CONTINUOUS =III 12" MOBILE HOME ANCHORAGE BEARING WALL CRIPPLE WALL APPLICATION _ 3/8" APA RATED SIDING 8d NAILS ® 4" O.C. RIM JOIST / OINT �8d NAILS 5/16" HARDIPANEL W/ 2X FRAMING MIN: 14" LONG ' OR SOLID BLOCKING REQ'D. 8d NAILS ® 6" O.C. z 12" DIA. ANCHOR BOLTS EDGE & FIELD I ON 2X FRAMING ® 16" O.C. ® 48" O.C. 5" MIN. EMBED. 00 (1 WITHIN SPLICE EUCE END 2X2X3/16" WASHER E 8d NAILS ® 6' O.C. 2X P.T.S.to ql 6" STEMWALL14 #4 REBAR CONTINUO" MOBILE HOME ANCHORAGE GABLE END CRIPPLE WALL APPLICATION /�— MOBILE HOME I-B7*AM WOOD SHIM 2X8 P.T. PLATE WOOD SPACER PLATE 8X8X16 STACKED BLOCK Y BETWEEN BLOCKS I& SPACING PER PLAN N zi o c AS REO'D. m� Id 4" MIN. UNDISTURBED SOIL II ' • , ,....,..�: =IIII IIII= d'~'..' �'.,._•.••: IIII= • x '•`•• r• =IIII .;► CLASS it AGG. BASE 2X12 P.T.S. OPTIONAL— BLOCK FOOTING , 2-16d NAILS a 1 2X6 TREATED PLATE OR REDWOOD 2X2X3/16" WASHEF TYPICAL FOUNDATION CRIPPLE WALL FRAMING OUTRIGGER 4 D.F.#2 o 16" O.C. 3/8" CDX/T-111 SIDING W/ 3/8" THICKNESS MIN. ® GROOVE W/ 8d ® 6" O.C. 1l2" DIA.X 10" A.B. 6 -0" O.C. IN SIDEWALLS & 3'-0" C,C. IN ENDWALLS. MIN. 2 BOLTS PER PIECE & 12" MAX. FROM CORNERS & SPLICES 3/8" APA RATED SIDING Sd NAILS 0 6" O.C. RIM JOIST SIMPSON LTP4's ® 60" O.C. MAX. 2X2X3/16" WASHER 2X P.T.S. 1/2" DIA. ANCHOR BOLTS ® 6' O.C. MAX. 5" MIN. EMBED. r. (1) WITHIN 12" OF EACH END z :! ' OF EACH PIECE/ SPLICE #4 REBAR CONTINUOUS 0o TOP & BOTTOM 6" STEMWALL UNDISTURBED SOIL N �:�,,.•�:� 1111-1111 it =1111= 1111=1111=1111= 12" MOBILE HOME ANCHORAGE BEARING WALL STEM WALL APPLICATION 3/8" APA RATED SIDING 8d NAILS ® 4" O.C. RIM JOIST SIMPSON LTP4's 0 30" O.C. `2X2X3/16" WASHER 2X P.T.S. 1/2" DIA. ANCHOR BOLTS ® 32" O.C. MAX., 5" MIN. EMBED. (1) .WITHIN 12" OF EACH_END OF EACH PIECE/ SPLICE #4 REBAR CONTINUOUS ' 00 TOP & BOTTOM 6" STEMWALL UNDISTURBED SOIL �, _ ;;�.:',•:IIII=1111=1111=1111= �'1111=1111=1111= 12" ,MOBILE HOME ANCHORAGE GABLE END STEM WALL APPLICATION EXTERIOR SIDING FOUNDATION WALL SHTG. ► -- SHALL LAP OVER FLOOR JOINT JOISTS 1 1/2- MIN. I -BEAM OR CHANNEL N 5/16" HARDIPANEL 1/2" DIA.X 10" ANCHOR BOLTS W/ 8d NAILS ® 4" O.C. W,/ 2X2X3/16" WASHER ® 50" O.C. 2X6 NAILER BOLTED TO`I-BEAM _z 2X P.T.S. W/ 3/8" DIA. MB. ® 24"r'O.C. 8d NAILS ® 4"O.C. TYP. # PROVIDE #4 BAR VERT. 4 REBAR CONTINUOUS TOP &BOTTOM 32" O.C. IF STEM HEIGHT 3" IIS GREATER THAN 18" TMP' I GRADE 1111=IIII=IIII=� I 11=IIII=11111111= ":i =1111=IIII-IIII= I � SII=IIII=1111= 12" ENDWALL SECTION (ALTERNATE) COACH SIDEWALL OR ENDWALL NOTES: SEE CONCRETE FOOTINGS FOR 8d NAILS ® 6" O.C. RIM JOIST OINT 8d NAILS 6 6" O.C. 2X FRAMING MIN. 14" LONG 5/16" HARDIPANEL OR 50LID BLOCKING REQ'D. 8d NAILS ® 6" O.C. EDGE, z 1/2 -?'DIA. ANCHOR BOLTS & 12" O.C. FIELD NAILED ®6' O.C., 5" MIN. EMBED. ON 2X FRAMING ® 16" O.C. a (1) WITHIN 12" OF EACH END 2X2X3/16" WASHER °,-° OF EACH PIECE/ SPLICE 8d NAILS ®6' O.C. 2X P.T.S. 6" STEMWALL_ ��• � —IIUIIIIIIII y, �'. N #4 REBAR CONTINUOUS =III 12" MOBILE HOME ANCHORAGE BEARING WALL CRIPPLE WALL APPLICATION _ 3/8" APA RATED SIDING 8d NAILS ® 4" O.C. RIM JOIST / OINT �8d NAILS 5/16" HARDIPANEL W/ 2X FRAMING MIN: 14" LONG ' OR SOLID BLOCKING REQ'D. 8d NAILS ® 6" O.C. z 12" DIA. ANCHOR BOLTS EDGE & FIELD I ON 2X FRAMING ® 16" O.C. ® 48" O.C. 5" MIN. EMBED. 00 (1 WITHIN SPLICE EUCE END 2X2X3/16" WASHER E 8d NAILS ® 6' O.C. 2X P.T.S.to ql 6" STEMWALL14 #4 REBAR CONTINUO" MOBILE HOME ANCHORAGE GABLE END CRIPPLE WALL APPLICATION /�— MOBILE HOME I-B7*AM WOOD SHIM 2X8 P.T. PLATE WOOD SPACER PLATE 8X8X16 STACKED BLOCK Y BETWEEN BLOCKS I& SPACING PER PLAN N zi o c AS REO'D. m� Id 4" MIN. UNDISTURBED SOIL II ' • , ,....,..�: =IIII IIII= d'~'..' �'.,._•.••: IIII= • x '•`•• r• =IIII .;► CLASS it AGG. BASE 2X12 P.T.S. OPTIONAL— BLOCK FOOTING , 2-16d NAILS a 1 2X6 TREATED PLATE OR REDWOOD 2X2X3/16" WASHEF TYPICAL FOUNDATION CRIPPLE WALL FRAMING OUTRIGGER 4 D.F.#2 o 16" O.C. 3/8" CDX/T-111 SIDING W/ 3/8" THICKNESS MIN. ® GROOVE W/ 8d ® 6" O.C. 1l2" DIA.X 10" A.B. 6 -0" O.C. IN SIDEWALLS & 3'-0" C,C. IN ENDWALLS. MIN. 2 BOLTS PER PIECE & 12" MAX. FROM CORNERS & SPLICES 3/8" APA RATED SIDING Sd NAILS 0 6" O.C. RIM JOIST SIMPSON LTP4's ® 60" O.C. MAX. 2X2X3/16" WASHER 2X P.T.S. 1/2" DIA. ANCHOR BOLTS ® 6' O.C. MAX. 5" MIN. EMBED. r. (1) WITHIN 12" OF EACH END z :! ' OF EACH PIECE/ SPLICE #4 REBAR CONTINUOUS 0o TOP & BOTTOM 6" STEMWALL UNDISTURBED SOIL N �:�,,.•�:� 1111-1111 it =1111= 1111=1111=1111= 12" MOBILE HOME ANCHORAGE BEARING WALL STEM WALL APPLICATION 3/8" APA RATED SIDING 8d NAILS ® 4" O.C. RIM JOIST SIMPSON LTP4's 0 30" O.C. `2X2X3/16" WASHER 2X P.T.S. 1/2" DIA. ANCHOR BOLTS ® 32" O.C. MAX., 5" MIN. EMBED. (1) .WITHIN 12" OF EACH_END OF EACH PIECE/ SPLICE #4 REBAR CONTINUOUS ' 00 TOP & BOTTOM 6" STEMWALL UNDISTURBED SOIL �, _ ;;�.:',•:IIII=1111=1111=1111= �'1111=1111=1111= 12" ,MOBILE HOME ANCHORAGE GABLE END STEM WALL APPLICATION EXTERIOR SIDING FOUNDATION WALL SHTG. ► -- SHALL LAP OVER FLOOR JOINT JOISTS 1 1/2- MIN. I -BEAM OR CHANNEL N 5/16" HARDIPANEL 1/2" DIA.X 10" ANCHOR BOLTS W/ 8d NAILS ® 4" O.C. W,/ 2X2X3/16" WASHER ® 50" O.C. 2X6 NAILER BOLTED TO`I-BEAM _z 2X P.T.S. W/ 3/8" DIA. MB. ® 24"r'O.C. 8d NAILS ® 4"O.C. TYP. # PROVIDE #4 BAR VERT. 4 REBAR CONTINUOUS TOP &BOTTOM 32" O.C. IF STEM HEIGHT 3" IIS GREATER THAN 18" TMP' I GRADE 1111=IIII=IIII=� I 11=IIII=11111111= ":i =1111=IIII-IIII= I � SII=IIII=1111= 12" ENDWALL SECTION (ALTERNATE) FOUNDATION PLAN amu m NOT TO SCALE COACH SIDEWALL OR ENDWALL NOTES: SEE CONCRETE FOOTINGS FOR TYPICAL CONSTRUCTION Q LAWS, AND LOCAL ORDINANCES. FLOOR FOUNDATION IF USED AS A RAISED FLOOR SYSTEM. THE FRENCH DRAIN IS NOT REQUIRED. (RAISED FLOOR SYSTEM MEANS THAT THE 2.) OVERALL MOBILE HOME FOUNDATION HEIGHT NOT TO EXCEED 15"-0" INTERIOR GRADE IS THE SAME AS THE EXTERIOR GRADE. #4 BAR 0 32" _ O.C. VERT. W/ ; . e Z z #4 BAR CONT. 0 TOP 0 3.) ALL CONCRETE F'c 2500 PSI ® 28 DAYS., 9.) VERIFY FROST LINE REQUIREMENTS, FOOTINGS SHALL EXTEND IL. 8X8X16.CMU SOLID GROUT ' 11 MASONRY. MAX. 5 BLOCKS = N HIGH 0 5.) WIND DESIGN = 75 MPH, EXPOSURE "B". SCHEDULE. _ 6.) S9IL PRESSURE = 1000 PSF ALLOWABLE 18" X 12," — — • ' CONT. FOOTING =1111 — a •- W/ #4 BAR CONT. FOR 25 PERCENT OF THE PERIMETER PROVIDED THAT THE VERTICAL ::) 0 STEEL IS PLACED ® 24" O.C. SPACING AND A #4 BAR HORIZONTAL p MASONRY BLOCK FOUNDATION PLAN amu m NOT TO SCALE Z PURLIN OUTRIGGER CONDITION W/ MH. FLOOR JOIST PARALLEL TO LENGTH OF COACH 2X6 FLOOR JOISTS TRIM BOARD PARALLEL CONDITION STEM FT ' G . (ALTERNATE) CONCRETE STEM FOOTING OR MASONRY BLOCK STEM FT'G. ALTERNATE STEEL I -BEAM SUDFRAME GRADE I N Q 1(11=IIII I 'Mg Ill Illi I _ IIII =IIII=1111 1111=11 = Ilii= #4 BAR VERT. 10 24" O.C. IF STEM IS OVER1-4 REBAR 18" ABOVE T & B CONT. GRADE AND ® 24" O.C. MAX. SPACING NOTE: 04 j—IIII jj—jj��jjIllijj—�'�IIII j—jj—jIIII�j—jj_�—j_ •;.} , �(j=�IIII jj-jjllll 1,111= 1111= 1111= IIII= II11= 1111 °�,•r' ,'.F' IIII= 1111= I I [---MATING LINE I I DBL. 2X8 I� I , ALL DETAILS FOR CONCRETE STEM LDOUBLE INTERLOCKED SX8X16 BLOCtK MATE FOOTINGS ARE APPLICABLE TO THE ER WF FOOTING ' FOOT MASONRY ALTERNATE, U.N.O. PAD AS LINE PIPERFOO ING TION PLAN ti SECTION A -A. q Z PURLIN OUTRIGGER CONDITION W/ MH. FLOOR JOIST PARALLEL TO LENGTH OF COACH 2X6 FLOOR JOIST PERPENDICULAR CONDITION ---2X8 P.T. PLATE- -UNDISTURBED SOIL =IIII =IIII =1 IIII -III III I ROVIDE 50' MIN. OF RFORATED DRAIN PE INTO TYPICAL _PTIC TYPE LEACH ,ENCH. VERIFY SOIL )NDITIONS. OPTION RAIN TO DATLIGHT /MIN. SLOPE OF /4" TO 12" _CESSED FOUNDATION )NDITION. ,UTLET TO BE 2" LOWER THAN OTTOM OF FRENCH RAIN TRENCH. 30"SQ. x 18"DP CONCRETE FOOTING TRIM BOARD 17" MIN. WITHOUT SOLID BLOCKING iii GRADE ..y III=IIII=IIII . �: II II 1-#4 REBAR —IIII —IIII T & B CONT. =IIII= it PER -- MAN U F.. 4" DIA. DRAIN PIPE 12"X12" TROUGH W/ 1" EACH ROCK & PERFORATED DRAIN (0 RECESSES FOUNDATION NOTE: THIS PLAN MAY BE USED FOR A RECESSED CONCRETE STEM, WOOD STEM, RAISED CON- CRETE STEM, OR ANY COMBINATION OF THE ABOVE. NOTES: 1.)'ALL WORK SHALL BE IN CONFORMANCE W/ALL APPLICABLE CODES 7•) THIS FOUNDATION SYSTEM MAY BE USED AS A CONVENTIONAL RAISED Q LAWS, AND LOCAL ORDINANCES. FLOOR FOUNDATION IF USED AS A RAISED FLOOR SYSTEM. THE FRENCH DRAIN IS NOT REQUIRED. (RAISED FLOOR SYSTEM MEANS THAT THE 2.) OVERALL MOBILE HOME FOUNDATION HEIGHT NOT TO EXCEED 15"-0" INTERIOR GRADE IS THE SAME AS THE EXTERIOR GRADE. ABOVE GRADE U.N.O. z 8.) GRADE 40 REBAR MIN. LAP SPLICES 20". 0 3.) ALL CONCRETE F'c 2500 PSI ® 28 DAYS., 9.) VERIFY FROST LINE REQUIREMENTS, FOOTINGS SHALL EXTEND GRADE 40 REBAR MIN. 12" BELOW UNDISTURBED SOIL. L.,J 4.) SEISMIC ZONE 1, 2, & 3. 10.) INSTALATION- PER MANUFACTURERES MATELINE PIER FOOTING 'Q 0 5.) WIND DESIGN = 75 MPH, EXPOSURE "B". SCHEDULE. _ 6.) S9IL PRESSURE = 1000 PSF ALLOWABLE C:)ZZ THE COACH WALL MAY EXTEND TO A MAXIMUM OF 48" ABOVE GRADE FOR 25 PERCENT OF THE PERIMETER PROVIDED THAT THE VERTICAL ::) 0 STEEL IS PLACED ® 24" O.C. SPACING AND A #4 BAR HORIZONTAL p 0 IS PLACED AT THE MID --HEIGHT OF THE WALL. THE INTERIOR PIER BLOCKS !-- p SHALL NOT EXCEED 36" IN THE HEIGHT ABOVE INTERIOR GRADE. Z PURLIN OUTRIGGER CONDITION W/ MH. FLOOR JOIST PARALLEL TO LENGTH OF COACH 2X6 FLOOR JOISTS TRIM BOARD PARALLEL CONDITION STEM FT ' G . (ALTERNATE) CONCRETE STEM FOOTING OR MASONRY BLOCK STEM FT'G. ALTERNATE STEEL I -BEAM SUDFRAME GRADE I N Q 1(11=IIII I 'Mg Ill Illi I _ IIII =IIII=1111 1111=11 = Ilii= #4 BAR VERT. 10 24" O.C. IF STEM IS OVER1-4 REBAR 18" ABOVE T & B CONT. GRADE AND ® 24" O.C. MAX. SPACING NOTE: 04 j—IIII jj—jj��jjIllijj—�'�IIII j—jj—jIIII�j—jj_�—j_ •;.} , �(j=�IIII jj-jjllll 1,111= 1111= 1111= IIII= II11= 1111 °�,•r' ,'.F' IIII= 1111= I I [---MATING LINE I I DBL. 2X8 I� I , ALL DETAILS FOR CONCRETE STEM LDOUBLE INTERLOCKED SX8X16 BLOCtK MATE FOOTINGS ARE APPLICABLE TO THE ER WF FOOTING ' FOOT MASONRY ALTERNATE, U.N.O. PAD AS LINE PIPERFOO ING TION PLAN ti SECTION A -A. q Z PURLIN OUTRIGGER CONDITION W/ MH. FLOOR JOIST PARALLEL TO LENGTH OF COACH 2X6 FLOOR JOIST PERPENDICULAR CONDITION ---2X8 P.T. PLATE- -UNDISTURBED SOIL =IIII =IIII =1 IIII -III III I ROVIDE 50' MIN. OF RFORATED DRAIN PE INTO TYPICAL _PTIC TYPE LEACH ,ENCH. VERIFY SOIL )NDITIONS. OPTION RAIN TO DATLIGHT /MIN. SLOPE OF /4" TO 12" _CESSED FOUNDATION )NDITION. ,UTLET TO BE 2" LOWER THAN OTTOM OF FRENCH RAIN TRENCH. 30"SQ. x 18"DP CONCRETE FOOTING TRIM BOARD 17" MIN. WITHOUT SOLID BLOCKING iii GRADE ..y III=IIII=IIII . �: II II 1-#4 REBAR —IIII —IIII T & B CONT. =IIII= it PER -- MAN U F.. 4" DIA. DRAIN PIPE 12"X12" TROUGH W/ 1" EACH ROCK & PERFORATED DRAIN (0 RECESSES FOUNDATION NOTE: THIS PLAN MAY BE USED FOR A RECESSED CONCRETE STEM, WOOD STEM, RAISED CON- CRETE STEM, OR ANY COMBINATION OF THE ABOVE. CHECKED! DATE: 1-08-04 SCALE: NO SCALE JOB: CASALI ®FES C 60924 z /x,. v \ " �0 BSC COIN! a p\1 Oq-0 12,7 fiL(l-, SHEET # 1 OF 1 Q CL z 0 L17 L.,J Lj 'Q 0 C:)ZZ ::) 0 p 0 N p L Lli CO 0 g 0 1— 10 • L,J Q = Z LLJ _I Q c D- LL V I Q 0 0 CHECKED! DATE: 1-08-04 SCALE: NO SCALE JOB: CASALI ®FES C 60924 z /x,. v \ " �0 BSC COIN! a p\1 Oq-0 12,7 fiL(l-, SHEET # 1 OF 1