Loading...
HomeMy WebLinkAbout063-310-029O i-3 I 0-029 02-045 _ \ SLA -11-IOMAS `�'�� 4a zwrnNl It., Fours r CON"I': EXECUT -10 NEW MH ON PCRM I. 063-310-029 0�-0432 SLA THOMAS�� 4�o?�ZINFA R. P CONT: EXECUTIVE H 20 X 20 GARAGE 063-310-029 05-0134 SLATTFRY, TOM '1725 ZINFANDEL DR., FOREST RANCH Cont -OWNER AG BUILDING BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 -TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT PERMIT NO. - O-4 Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO. 063-310 O23 % ZONING /./ OWNER / TITef PHONE O. �-- � � �%-3-11®o C�%%/�1 15/ OWNER'S ADDRE49S y7� 5 / I'l �► LOCATION OF BUILDING f' � n USE OF BUILDING l SIZE OF STRUCTURE 2qaLr � { 6 SO. FT. TYPE OF CONSTRUCTION: WOOD FRAME STEEL CONCRETE OTHER (Specify) TYPE OF,SIDeINLrnr4 N� I' ral' ,� ROOF COxERVNG FLOOR�YheVY� ESTIMATgCOST OFCONSTRUCTION 5Z20, $ AG Buildings shall comply with the minimum front, side, and rea and setback requirements of the applicable County /Ordinances as follows: /1 z7Q 3D, ph,; tiew% Rqi/ 13-,4 0G 7 fi f'd }� L r�er7� 6 •'A e,S. / t✓1r � s J FRONT SIDES REAR AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. I declare under penalty of perjury that the building will be used as stated about, and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. Date If - a Signature of Owner. 'g �v Permit Fe �T- \ The above described AG Building is exempt from a building permit. /F •D PAR P.D. ROOF NG ISSUE Receipt No �610� Fs'-w—W _ ca�z��/q Manager Building White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant Date O NOTES PERMIT NO. RESIDENTIAL SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) Signature CHECKED BY i �4 U i� f� F i- i• �I j t i I; ((t tl r. s 1 k� �I PERMIT NO. RESIDENTIAL SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) Signature CHECKED BY 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 PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or 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 Date 33. Equip. Clearances Panels-Motors-Mech. Equip. 47. 34. Clothes Closet Light -Shower Light -Spa Light 48. 35. Smoke Detector 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance Date Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles Card B-1 Date Card B-1 Date Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 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 58. Card B-1 Date Card B-1 Date 59. Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Shear Walls; Nailing -Bolts 41. Sills Proper Materials & Anchors Brace Interior/Exterior Wall Panels 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound Insulation -Walls -Ceilings 43. Bearing Walls over Girders & Floor Nailing Infiltration -Walls -Windows 44. Draft Stop in Walls (rat proof) Card B-1 Date Card B-1 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs Card B-1 Date Card B-1 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 O Yes 83. Following Instld./Drive 0 Yes 0 No/Walks O Yes 0 No/Planters O Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: J=OK 0 = Not OK . = Not Readyable DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Sbils; 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 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date 12. Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Card B-1 Date Card B-1 1. Zoning Requirements -Setbacks -Easements Card B-1 Date Card B-1 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 3. 5. Drain; MH Test -Fall -Flex Connector 4. Elec.; Receptacles and Lighting, Distance-GFI 6. Water; MH Test -Regulator -Connector Elec.; Pool Lighting; 15 Volts-GFI 7. Water and Sewer Connected -C/O to Grade -HD Approval Elec.; Enclosures; Conduit Entries -Terminals -Listed 8. Gas and Electricity Tagged Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 9. Tie Downs -Type -Installation Cert. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main Conduit 10. Exits; Insp.-Sketch Health Department Approval 11. Cert. of Occupancy Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 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 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card 8-1 Date Card B-1 Date Card B-1 NOTES I t f RESIDENTIAL (063-310-029 02-0415 SLATTERY, THOMASof W2s7-1NFANDL'-L DIt..-r m CONT: EXECUTIVE HOMES NEW MH ON PERM FND.' THE HCD FORM 433A FOR THIS M14 CANNOT BE RECORDED UNTIL ONE OF THE FOLLOWING HAS BEEN TURNED IN TO THE BUILDING DIVISION: (1) LICENSE PLATE(S) OR DECAL (THE ; INSPECTOR MUST RETREIVE). ' (2) STATEMENT OF FACTS (ONLY ON NEW MH'S). + INSPECTOR TO VERIFY SERIAL & LABEL #'.S. � 11 SPECIAL CONDITIONS 11 CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER ' ppe�dv� a.F�{eaeyt; c s ysft�m. � PFS -75-106y - 7�5►003 39- S Q 3 JOB FINALED (Date) Signature 0 �� V= OK 0 = Not OK - = Not Applicable MOBILE HOMES = Nat Ready Date MOBI HOME UTILITIES (Plans) OK except N's 1. . Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Sewer; Location -Test -Fall -C/O -Concrete 3. 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ PLPG 5. 7. Well Clearance 8 Disconnect 8. Utility Clearance Carports; Windows -Doors 7. Electric Date Card B-1 Date Card B-1 Date Card 1 Date Card B-1 Date MOBILEy6r4E INSTALLATION (Plans) OK except #'s Z i g Requirements -Setbacks -Easements F o' gs; Size -Spacing -Marriage Line Roof; Shthg-Roofing s; MH Test-Demand-Vatve-Connector 11. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; H Test -Fall -Flex Connector Braced Wall Panels 6. W er; MH Test -Regulator -Connector ater and Sewer Connected -C/O to Gra Ce -HD Approval Date 8. as and Electricity Tagged Card B-1 Date Card B-1 V Tie Downs -Type -Installation Cert. , 10. Exits; Insp.-Sketch Date 11. Cert. of Occupancy FINAL (Plans) OK except #'s 12. Permanent Foundation Only; License Decal 1. Setbacks -Easements Dat , - Card B-1 Date Card B-1 Dae Card B-1 Date Card B-1 FFSC)�SIC03 4- q 5C�k3 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except ft'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 FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 V= OK 0 = Not OK - = Not Applicable = Not Readv 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.-/ P' Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ P' Ftg. Depth 5. Stemwalls, Main; Ste el-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 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 69. Stairs & Rails Date 70. Card B-1 Date Card B-1 Date 71. Card B-1 Date Card B-1 Date 72. ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral O Yes O No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector 84. A.C. Unit Disconnect, Electrical -Plumbing Date 85. Card B-1 Date Card B-1 Date 86. Card B-1 Date Card B-1 Date 87. MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Date 40. Sills Proper Materials & Anchors Comments at Final: 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-Roff Brace-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor U Yes 82. Following Instld./Drive J Yes J No/Walks D Yes J No/Planters J Yes J No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Pibg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 COPY of Document Recorded 23 -Apr -2002 2002-0020883 Has not been compared with original BUTTE COUNTY RECORDER SPACE ABOVE THIS LIVE 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. THOMAS E. SLATTERY REAL PROPERTY OWNER/LESSOR PO BOX 3441 MAILING ADDP ESS CHICO BUTTE CA 95927 CITY COUNTY STATE ZIP 4725 ZINFANDEL DR. INSTALLATION MAILING ADDRESS, IF DIFFERENT CHICO BUTTE CA 95926 CITY COUNTY STATE ZIP SAME UNIT OWNER (if also property owner, write "SAME") MAILING ADDRESS CITY COUNTY STATE ZIP 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 02-0415 (530)538-7541 wBUILD I G ERMIT O TELEPHONE NUMBER t.10-19 4-23-02 SIGNATURE OF LOCAL AG OFFICIAL DATE EXECUTIVE HOMES DEALER NAME (if not a dealer sale, write "NONE") 92081 DEALER LICENSE NO. UNIT DESCRIPTION FLEETWOOD 2002 SUNCREST 3523U MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL CAFL217A/1325539-SC 13 56 X 24 PFS0751003/4 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNIAILABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION ASSESSOR'S PARCEL NUMBER A.P. # 063-310-029 SEE ATTACHED HCD FORM 433(A) REV. 8/91 WHITE -County Recorder CANARY - HCD PINK -Applicant GOLDENROD -Building Dept. J � F '�t 1�' .q +1.: Tn F •s,e � �. y ., i7 �ti• .7 r' yy 3 ,C .� +icz .n._ 51.7t ATpION ,$SY-S TS s y....ar er ixA7'S'x f r 4 r. #r A -J� ♦ - .�{J Y{`J,p D Jr.Y i- wh}i+M �...y M.'...+4 FJ4��.r .�.• �, :ws_ CERTIF{IY��AlT�E= F`:r��`1�� �'PyLANC��`_ _�." BUILDING PERMIT NUMBER: 02-0415 Address or location of unit: 4725 ZINFANDEL DR., CHICO, CA. 95926 Legal Description of Real Property: A.P. #063-310-029 SEE ATTACHED (x) Mobilehome/Manufactured Home () Commercial Coach Has been affixed to the real property above by installation on a foundation system pursuant to Health and Safety Code Section 18551. Owner's name: THOMAS E. SLATTERY Owner's address: PO BOX 3441, CHICO, CA. 95927 INSIGNIA OR HUD NUMBER: PFS0751003/4 SERIAL NUMBER OR V.I.N.: CAFL217A/B25539-SC13 MANUFACTURER'S NAME: FLEETWOOD YEAR: 2002 OFFICIAL APPROVING INSTALLATION: Ad/xv DATE: 4-23-02 PHONE: (530) 538-7541 H.C.D. 513C ORDER NO. BU -175688-3 DESCRIPTION: THE LAND REFERRED TO IN TRIS REPORT IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY Or• BUTTE, AND IS DESCRIBBD AS FOLLOWS. PARCEL I: LOT 29, AS SHOWN ON THAT CERTAIN MAP ENTITLED,"SIERRA � SUBDIVISION NO. 211, WHICH MAP WAS RECORDBD IN THE OFFICE OTHILLS RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA,F THE 5, 1986, IN BOOK 100 OF MAPS, AT PAGE(S) 83 AND 84.ON FEBRUARY RESERVING THEREFROM A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITIES PURPOSES, OVER AND ACROSS ZINFANDEL DRIVE. _CEL II A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITIES PURPOSES OVER AND ACROSS WILDER DRIVE, AND ZINFANDEL DRIVE, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "SIERRA FOOTHILLS SUBDIVISION", WHICH MAT WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF , STATE OF CALIFORNIA, 0, IN BOOK 80 OF MAPS, BUTTE, ON OCTOBER 30, 198 PAGE($) 10 AND 11. AT EXCEPTING THEREFROM THAT PORTION LYING WITHIN LOT 11, AS SHOWN ON SAID MAP. 9ARCEi Yrz- AN EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES ACROSS A PORTION OF PARCEL 2, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECOED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATEOF CALIIFORNIA, ON JANUARY 11, 1978, IN BOOK 63 OF MAPS, AT PAGE S) 74, SAID PARCEL 2 BEXNG A PORTION OF SECTION 12, TOWNSHIP 22 NORTH, RANGE 2 EAST, M.D.B. & M., AND A PORTION OF SECTION 7, TOWNSHIP 22 NORTH 3 EAST, M.D.B. & M., SAID EASEMENT BEING MORE NORTH, AS FOLLOWS: PARTICULARLY COMMENCING AT THE SOUTHEAST CORNER OF SAID PARCEL 2 AND THENCE NORTH 01 DEG. 50' S2" WEST, A DISTANCE OF x.040.68 FEET ITO THE POINT OF BEGINNING FOR THE EASE 35 DEG. 50 08n WEST MENT HEREIN DESCRIBED; THENCE NORTH , SOUTHWESTERLY OF , PARALLEL TO AND 60 FEET DISTANT DISTANCE OF 295.69 � T TO EASTERLY LINE OF SAID PARCEL 2, A EAST, A DISTANCE OF 30.00 FEET POINT T0511 FROM THE NORTHERLY THAT BEARS SOUTH3LINE OF / SAID PARCEL 2; THENCE PARALLEL TO AND 30 FEET bISTANT SOUTHERLY AND SOUTHWESTERLY FROM THE NORTHERLY AND NORTHEASTERLY LIES OF SAID PARCEL 2 FOR THE FOLLOWING THREE COURSES: SOUTH 86 DEG. 04' 55" WEST, A DISTANCE OF 283.29 FEET; SOUTH 81 DEG. 53'11 WEST, A DISTANCE OF 367.97 FEET; AND NORTH -42 DEG. 58! 08" WEST, A DISTANCE CONTINUED ORDER NO. BU-1756gg-3 ARCHL X11: CONTINUED OF 475.07 FEET TO THE NORTHWESTERLY LINE OF SAID PARCEL 2 NORTH.62 DEG. 10' 44" EAST, ALONG SAID NORTHWESTERLY LINE, AHENCE DISTANCE OF 31.00 FEET TO THE MOST NORTHERLY CNE 2; THENCE ALONG THE BOUNDARY OF SAID PARCER OF SAID PARCEL ORNE FOLLOWING FIVE COURSES: SOUTH 42 DEG. 58' 08" EAST', A DIL 2 NORTH 81 DEG. S3 23" EA8'I', A DISTANCE DI STANCE OF FOLLOWING 24 FEET; 353.4 DEG. 04' 55" EAST, A DISTANCE OF 436.39 FEET; SOUTH 35 DECNORTH 86 il EAST, A DISTANCE OF 204.67 FEET; AND SOUTH 01 DEG. 50 52 SO O8 EASI DISTANCE OF 107.33 FEET TO THE POINT OF BEGINNING, "T' A PARCEL IV: A SIXTY (60') FOOT WIDG NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES OVER A PORTION OF PARCEL 3 AS SAID PARCEL IS SHOWN ON THAT CERTAIN PARCEL MAP FOR ANTHONY SANTOS, WHICH MAP WAS COUNTY, OF BUTTE TY, RECORDED jANUCOUN R, 11, 1978, IN BOOK 63 OF MAPS, AT PAGE 74, RECORDS CALIFORNIA, BEING ALSO A PORTION OF SECTION 12, TOWNSHIP 22 NORTH, RANGE 2 EAST, M.D.B. & M., LYING THIRTY (30) FEET ON EACH SIDE OF TETE FOLLOWING DESCRIBED CENTERLINE: BEGINNING AT A POINT ON THE MOST EASTERLY, WESTERLY LINE OF PARCEL 3, AS SHOWN ON SAID MAP WHICH POINT BEARS SOUTH 00 DEG. 58' 23" EAST, A DISTANCE OF 984.51 FEET FROM THE MOST NORTHERLY NORTHWEST CORNER OF SAID PARCEL 3, SAID POINT HCING ALSO IN THE CENTERLINE OF THAT CERTAIN ROAD KNOWN AS WILDER DRIVE AND RUNNING THENCE ALONG SAID CENTERLINE THB FOLLOWING TWRLVE (12) COURSES: (1) (2) (11) (12) SOUTH 31 DEG. CENTRAL ANGLE L-331.90 FEET; NORTH 53 DEC. CENTRAL ANGLE L=157.47 FEET; SOUTH 81 DEG. CENTRAL ANGLE L-223.17 FEET; NORTH 63 DEG. CEMRAL ANGLE L=191.84 FEET; SOUTH 89 DEG. CENTRAL ANGLB L=148.57 FEET WHICH, AT THIS CENTRAL ANGLE FEET; NO 28' 04" EAST, 4.41 FEET; = 95 DEG. 04' 52" (TANGENT LEFT) R=200.00 FEET, 27' 04" EAST, 88.11 FEET; = 45 DEC. 06' 37" (TANGENT RIGHT) R=200.00 FEET, 26' 19" EAST, 183.15 FEET; = 35 DEG. 31' 09'1 (TANGENT LEFT) R=360.00 FEET, 02' 32" EAST, 38.78 FEET; = 27 DEG. 28' 46" (TANGENT RIGHT) R=400.00 FEET, 28' 42" EAST, 85.77 FEET; 17 DEC;. 01' 29" (TANGENT LEFT) R_500.00 FEET, TO A POINT OF REVERSE CURVATURE.THR TANGENT TO POINT, 13MMS NORTH 73 DEG. 29' 49" EAST; 10 DEG. 55' 39' (RIGHT) R=500.00 FEET, L=95.36 RTH 84 DEG. 25' 28" EAST, 176.17 FEET TO A EASTERLY LINE OF SAID PARCEL 3 WHICH POINT POINT ON THE 10' 4311 EAST, A DISTANCE OF 821.31 FEET_ FROM RS SOUTH NOR0 ADEG • ST CONTINUED ORDER NO. BU -175688-3 PA- CRL IV_ CONTINUED CORNER OF SAID PARCEL 3, SAID POINT BEING ALSO THE SOA CORNER OF LOT 1 IN TILE CENTERLINE OF WILDER DRIVE, AS SAID LOT AND ROAD ARE SHOWN ON THAT CERTAIN MAP ENTITLED, FOOTHILLS SUBDIVISION^, WJlICH MAP WAS 1980, IN HOOK QO OF RECORDED OCTOBER E3R0 COUNTY, CALIFORNIA. MAPS, AT PAGES 10 AND 11, RECORDS OF BUTTE PARCEL V: A SIXTY (60') FOOT WIDE NON-EXCLUSIVE EASEMENT FOR ROAD UTILITY PURPOSES OVER A PORTION OF PARCELS 1 AND 2, AS SAID ANpUBjjC D ARE SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED SEPTEMBER 21, 1979, IN BOOK 73 OF MAPS, AT PAGES 22, 23, 24 AND 25, RECORDS OF BUTTE COUNTY, CALIFORNIA, BEING ALSO A PORTION OF SECTIONS 1, 2, 11 AND 12, TOWNSHIP 22 NORTH, RANGE 2 EAST, M.D.B. & M., SAID EASEMENT BEING OVER AND ALONG COURSES 5 TEIROUGH 50 OF CANYON SFi11DOW$ ROAD AS SAID ROAD IS DELINEATED AND SAID COURSES ENUMERATED ON SAID HOWARD ISOM PARCEL MAP, m.CE- - Y!__vY_ A SIXTY (60') FOOT WIDE NON-EXCLUSIVE UTILITY PURPOSES OVER A PORTIOEASEMENT FOR ROAD AND PUBLIC PORTION OF PARCELS 2 AND 6, ROAD SAID PARCELS ARE SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED SEPTEMBER 21, 1979, IN BOOK 73 OF MAPS, AT PAGES 22, 23, 24 AND 25, ECOS COUNTY, CALIFORNIA, BEING ALSO A PORTION OF SECTRIONS�110ANDv12E TOWNSHIP 22 NORTH, RANGE 2 EAST, M.D.B. & M. (301) FEET ON EACH SIDE OF THE FOLLOWING DESCRI, AND LYING TIRTY BED CENTERLINE: COMMENCING AT THE NORTHWESTERLY TERMINUS OF A COURSE ALONG THE BOUNDARY OF SAID PARCEL 2 SHOWN AS BEARING SOUTH 29 DEG. 26' 45" FJ%-gT, AND HAVING A DISTANCE OF 1731.61 FEET ON SAID HOWA11 Rp ISOM PARCEL MAP, AND RUNNING THENCE NORTH 62 DEG. 33' DISTANCE OF 52.41 FEET TO A POINT IN COURSE NUMBER 248 WENT THE CENTERLIxE OF CANYON SHADOWS ROAD AS SHOWN ON SAID MAP CE SOUTH 27 DEG. 26' 18" WEST ALONG SAID CENTERLINE, A DISTANCE OF 109.04 FEET; THENCE CONTINUING ALONG SAID CENTERLINE SOUTH 20 DEG. 22' 47" WEST, A DISTANCE OF 124.14 FEET AND SOUTH 29 DEG. 42 23 HE TRUE POINT OF BEGINNING'�'OR TT DISTANCE OF 24.56 FEET TO THE HEREIN DESCRIBED EASEMENT; THENCE LEAVING SAID CENTERLINE OF' CANYON SHADOWS ROAD, AND RUNNING THENCE ALONG THE CENTERLINE OF SAID SIXTY (60') FOOT WIDE EASEMENT, BEING ALSO THE CENTERLINE OF THAT CERTAIN ROAD HEREINAFTER REFERRED TO WILDER DRIVE THE FOLLOWING THIR'rY- SEVEN (3 7) COURSES: (1) SOUTH 04 DEG. 11' 04" EAST, 81.12 FEET; FEET, L-104.73 FEET; (2) CENTRAL ANGLE = 1S DEG. 00' 0611 (TANGENT RIGHT), R=400.00 F CONTINUED ORDER NO. BU -175688-3 P CEL V c CONTINUED (3) SOUTH 10 DEO. 49' 02" WEST, 335.17 FEET; (4) CENTRAL ANGLE = 60 DEG, 00' 21" FEET, L=209.46 FEET; (TANGENT LEFT), R-200.00 (5) (6SOUTH 49 DEG. 11' 19" EAST, 22.01 F ) CENTRAL ANGLE - 28 DEG. 49' 40" EST; L=50.32 FEET; (TANGENT LEFT) 1t=100.00 FEET, (7) SOUTH 78 DEG, 01'UCS" EAST, 122.81 FEET (8) CENTRAL ANGLE o 24 DEG. 03 23 L=83.97 FEET; " (TANGENT LEFT) R-200.00 FEET, (9) NORTH 77 DEG. 55' 31" EAST, 243.96 (10) CENTRAL ANGLE e 80 DEG. 0 5 " (TANGENT FEET; L=251.60 FEET; NGENT RIGHT) R=180.00 FEET, (11) SOUTH 21 DEG. 59' (12) 16" EAST, 372.55 FEET - CENTRAL ANGLE = 40 DEG. 17 1 18" L=140.63 FEET; (TANGENT RIGHT) R=200 , 00 FEET (13) SOUTH 18 DEG, 18' 02" WEST, 235,37 FEET; , (15 CENTRAL, ANGLE = 39 DEG. 11' 53" (TANGENT LEFT) R_300.00 FEET, L=205.24 FEET; (15) SOUTH 20 DEG. 53' 51" EAST, 217,49 FEET; (16) CENTRAL ANGLE = 04 DEG . 5 2 ' 11 ,l _ L=34.00 FEET TO A POINT ON THE (TANGENT MOST EA EASTERLY LINE COMMONETO PARCELS 2 AND 6 OF SAID XSOM PARCEL NORTH 11 DEG. 00' 00" EAST MAP WHICH POINT BEARS CORNER COMMON TO SAID P 19.05 FEET FROM THE MOST SOUTHERLY (17) CENTRAL ANGLE = ARCELS 2 AND 6. L-261.61 FEET CONTINUING ALONG SAID CURVEDEG. 28' 2211 )TORTHEO.00FEET, TANGENT TO WHICH,. AT THIS POINT, BEARS SOUTH 16 DEG, RIGHT THE EAST. 01" 40" (18) SOUTH 21 DEG. 26' 42" WEST, 294.$9 FEET; (19) CENTRAL ANGLE = 131 DEG. 24' L-126.14 FEET; 00 (TANGENT LEFT) R=55.00 FEET, (20) NORTH 70 DEG. 02' 42" EAST, 274,60 FEET; (21) CENTRAL ANGLE - 55 DEG. 08' 46" (TANGENT LEFT) R=120.00 FEET Lm115.50 FEET; (22) NORTH 14 DEG. 53' 55" r (23) CENTRAL'ANGLE a 79 DEG. E51T'46 4' S8 FEE'!'; L=278.77 FEET; �' (TANGENT RIGHT) R=200.00 FEET, (24) SOUTH 8.5 DEG. 14' 18" EAST, 57.49 FEET; (25) CENTRAL ANGLE = 54 DEG. 50'" L-95.72 FEET; 40 (TANGENT LEFT) R=100.00 FEET, (26) NORTH 39 DEG. 55' (27) CENTRAL ANGLE 01" EAST, 137.70 FEET; L-108.30 FEET; 41 DEG. 21' 56" (TANGENT LEFT) R=150.00 FEET, (28) NORTH 01 DEG. 26' 55" WEST, 267.19 FEET; (29) CENTRAL ANGLE = 47 DEG. 20' 18" L=330.48 FEET TO A POINT OF COMNDCURVATURE (T �RIGHT) R=400.00 FEET, WHICH, AT THIS POINT, BEARS NORTH 45 DEGTHE ANSTENT TO (30) CENTRAL ANGLE =BEARS DEG. 31� 37n 53 24E L=150.61 FEET; (RIGHT) R=150.00 FEET, CONTINUED ORDER NO. BU -175688-3 PARCEL VII CONTINUED (31) SOUTH 76 DEG. 35' 00" EAST, 491.33 FEET; (32) CENTRAL ANGLE - 38 DEQ. 58' 41" (TANGSNT LEFT) R=250.00 FEET, L=170.07 FEET; (33) NORTH 64 DEG. 26' 19" EAST, 107.27 FEET; (34) CENTRAL ANGLE - 61 DEG. 45' 43" (TANGENT RIGHT) R=410.00 FEET, L=441.96 FEET; (35) SOUTH 53 DEG. 47' 58" EAST, 115.80 FEET; (36) CfiNTRAL ANGLE o 22 DEG. 19' 54" (TANGENT RIGHT) R-350.00 FEET, L=136.42 FEET; (37) SOUTH 31 DEG. 28' 04" EAST, 80.39 FEET TO A POINT ON THE MOST EASTERLY LINE OF SAID PARCEL 6 WHICH LINE IS ALSO THE MOST EASTERLY, WESTERLY LINE OF PARCEL, 3, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED JANUARY 11, 1978, IN BOOK 63 OF MAPS, AT PACE 74, RECORDS OF BUTTE COUNTY, CALIFORNIA, SAID POINT BEARS SOUTH 00 DEG. 58' 23" EAST, 984.51 FEET FROM THE MOST NORTHEASTERLY CORNER OF SAID PARCEL 6 BEING ALSO THE MOST NORTHERLY NORTHWESTERLY CORNER OF SAID PARCEL 3. 02/26/02 13:42 BIDWELL TITLE CUSTOMER SERVICE 4 530 891 8753 RECORDING REQUEMYD BY MID VALLEY TITLE & ESCROW CO. /Q AND VILM RECOR13ED MAIL TO: THOMAS E. SLATTERY P.O. BOX 3441 CHICO, CA 95927 ORO -C NO.579 P003 1'99---3 1fb�3S Recorded Official Records County E f CANDACE J. GRUBBS Recorder ROSEMARY Ilium Assistant 09:08AI1 14 -Sep -1999 1 REC FEE 22.00 1 TAX 34,10 I I 1 1 1 Fay I Page 1 of 6 Above This Linc for Recorder's Usc Only A.P.N.: 063-310-029 Order No.: 175688 Escrow No.; 175688 GRANT DEED THE UNDERSIGNED GRANTOR(s) DECLARE(s) THAT DOCUMENTARY TRANSFER TAX IS: COUNTY $34.10 X j computed on full value of pmpecty conveyed, of �computed on full value less value of liens or encumbrances remaining at time of sale, ] unincorporated area; [ ') City of _, and FOR A VALUABLE CONSIDERATION, Receipt of which is hereby acknowledged, HENRY T. RUNGE, JR., TRUSTEE OF THE HENRY T. RUNGE, JR. AND CYNTHIA A. RUNGE LIVING TRUST hereby GRANT(S) to THOMAS E. SLATTERY, a single man the following described property in the unincorporated area of the County of Butte State of California; SEE ATTACHED LEGAL DESCRIPTION THE HENRY T. RUNGE, JR. AND CYNTHIA A. RUNGE LNING TRUST By: HENRY T. RUNGE, JR., TRUSTEE Document Date: August 12, 1999 STATE OP CALIFORNIA ).SS COUNTY OF Butte ) On September 13 a 1999 beforeme, Michelle A. Miller, Notary Rhib'lic Mumany appeared HennV T. Rungp., Tr- I Trttetee ns peonally known to me (or proved to me on the basis of udstactory evidence) to be the person(s) whose nama(s) islare subscribed to the within in itiumcnt and acknowlodeed to we that hrJshrJthey executed the same In his/herltheir audwrizcd capacity(les) and that by hisiberltheir signature(s) on the instrument the person(s) or the eatity upon behalf of which Um pwmon(s) acted, csccuted the Instrument. WITNESS my hand and official seal t AMU R S' taYoo 81170414 Mllr CPSt is area for official notarial seat. �I;blYlh►. Mail Tax 5tatcmcnta to: BAMS AS ABOv13 o- A.46"a Noted Belo... 1 S'1 Alf? OI; CAIAVORNIA 1JUSINP-5S. TRANSPORTATION AND IIQUSM; AI;I:N(,V yMTOf 1011ARTMENT (1f IIUUNINU ANI) ('(IMMUNITY DRVNt'OPMENT DIVISION Of (:UI)IIS AND NTANDARDS • a • ItI�(I)STRAI'ION ANI)'I'1'(I..IN(1 PROURAM It STATEMENTOF FACI'S +rtnat 111is tuba is a- a Mubilehome ❑ Corn merviul Coach ❑ L"Iwttin g 1-Itnne - b ❑ '1'nlck Candler Decul (L.icciise) Nu.(s) Trade Name - Seriul Nu.(s) F,t!4tt�wovd $tA r1c, -C t;Y- 3.Sr� 3u CAFc / y4/C3 -;LS-5--q.9 Sc /3 1/We, the undersigned, hereby state: Dealer Rcport of Sale N The Above Described Unit Has [leen Flared On An Approved Foundution System In Accordance With I1t5S I Of The I fet►hh And Salety (_(de:. I/We further agree to irldenmify Lind save hanniess the Dirufor of Housing and Community Ihvcloprneut, State of Calilumin, and suhscoluent purulumers of said unit, lin- any loss they may suffer resulting fivm registnttion of' the above-described writ in Caliti)mia, Lir NMI issuLillCe of u C:alifumin certilicate 01'title cowering the same. I/We certify under penulty of perjury that tile fouegoing its hue xllol c4)r=,. 1?xex rated Lir) 3 _ lit (UMC ((;its) .._ ..._. —., (State) Signuture(R) Printed nume(s) v e - Address 3o y�>o/aws►d� City kj* u--m- IRA) 476.6 (1U;V 12/I)0) ®rpo" STATE OF CALIFORNIANU . BUSINESS, F HOU INGA NDN OM HOUSING AGENCYADEPARTMENT OP HOUSING AND COMMUNITY DEVELOPMENT{v�OMBK)N OF CODES AND STANDARDS86717 MANUFACTURED HOUSING PROGRAM MANUFACTURER CERTIFICATE OF ORIGIN O 403.0 - SH/s 1 ORIGINAL (PUNK) FORWARD T T INVENTORY CREDITOR. UNLESS THERE IB NONE. THEN FORWARD TO THE PURCHASER (DEALER OR TRANSFEREE). COPY 1 (1MIITE) FORWARD IE DEPARTMENT AT P.O. BOX 1028. SACRAMENTO. CA 95012-1828. WITHIN FIVE IS) DAYS OF RELEASE. COPY 2 (YELLO" DELIVER TO THe TRANSPORTER TO ACCOMPANY'rHE UNIT TO ITB DESTINATION. COPY 3 (GOLDENROD) TO BE RETAINED BY THE MANUFACTURER. (7/97) ❑ CHECK IF THIS 18 A DUPLICATE MCO -ENTER ORIGINAL MCO NO. MANUFA OB WU.LTI-UNIT MANUFACTURED HOU91tM ��--��((y� [%D FAMILY ❑ NUMBER OF 2 TRANSPORTABLE (SINGLE DWELLING) MUMH (MULTI -UNIT MANUFACTURED HOUSING SECTIONS COMMERCUL COACH: OCCUPANCY GROUP MANUFACTURER NAME MANUFACT FIR LICENSE NUMBER. YLZnVOOD KOHNS OF MIYORNXJL, XKC. 9334 MA13j11 FACTU;�/jQDgj81J� 12BP�OX SUOOESTED RETAIL PRICE: 1Lc'77ii0a��8 WOODLU M CA 93776 Po •Bveet C State ZI MANUFACTUR TRAD NAM . MODEL NAME AND/OR NUMBER: DATE OF MANUFACTURE: BUNCR=8T 33230 2002 03/29/1002 NAME OF DEALS OR TRANSFEREE (OWN RSHIP TRANSFERRED TO):CALIF. DEALER NUMBER OR DATE OF TRANSFER: BsctmlTY H/s szoll/NORTH, INC. TRANSFEREEOESIGNATION: DBA) sXSCOTiVs BOURG 92081 03/29/2003 SEALER OR TRAM FE EEA DR BS: .SV442 HBFLANADS CHICO C,A 93973 CI Stela ZI NVENTORY CREDITOR NAME: DSOTACHI: X2H ��IAL BSRYIcsB n.cmvnT 1.n CU11VRAUUHCOD. ATTIN1 CFC BIIL O BOX 411997 BT LOOIB 140 63141 CI 51010 ZI SECTION td MANUFACTURER SERIAL NUMBER NCO INSIGNIA OR HUD LABEL NUMBER LENOTH WIDTH WEIONT INCHES INCHES POUNDS YY80731003 624 143, 23,04 656 141 19,46C TRANSPORTER NAME: b � 1Q T7!>•t7)iDOIIT RANSPORTER ADDRESS: By .O. BOX 179 Cq DQRRU>IS State C>► 2 95938 IESTINATION FOR UNIT DESCRIBED ABOVE: VAME) IBlreell CII Elate Z Car* under PMaay 01 Padury uneH the 1111" C1 the 5I410 01 Calwarnla Vw the ebm lane ere true ane cart". ' Aewged on 03/39/200$ a IPO DLAlaD YOLO CIL ( ale! U►) ( oumr) (State) WNATURE OF AUTHORIZED AGENT: Z3�Am -L O 403.0 - SH/s 1 ORIGINAL (PUNK) FORWARD T T INVENTORY CREDITOR. UNLESS THERE IB NONE. THEN FORWARD TO THE PURCHASER (DEALER OR TRANSFEREE). COPY 1 (1MIITE) FORWARD IE DEPARTMENT AT P.O. BOX 1028. SACRAMENTO. CA 95012-1828. WITHIN FIVE IS) DAYS OF RELEASE. COPY 2 (YELLO" DELIVER TO THe TRANSPORTER TO ACCOMPANY'rHE UNIT TO ITB DESTINATION. COPY 3 (GOLDENROD) TO BE RETAINED BY THE MANUFACTURER. (7/97) 02/26/02 13:42 BIDWELL TITLE CUSTOMER SERVICE.4 530 891 8753 RECORDING RMUEMD BY MID VALLEY TITLE & ESCROW CO. /p .AND Wt= RECORDED MAIL TO, THOMAS E. SLATTERY P.O. BOX 3441 CHICO, CA 95927 ORO -C A. P.N.: 063-310-029 Order No.: 175688 NO.579 P003 1 999—p,�m3909S Recorded Official Records County BUTTf E CANDACE J. 6RUM Recorder ROSEMARY UICKSON Assistant 89.O M 14 -Sep -1999 1 REC FM 22.80 1 TAX 34.10 I I t Fay 1 Page 1 of 6 Above This Linc for Recorder's Use Only GRANT DEED Escrow No.: 175688 THE UNDERSIGNED GRANTOR(s) DECLARE(s) THAT DOCUMENTARY TRANSFM TAX IS; COUNTY $34.10 X ] computed on full value of pm conveyed, or l computed on full valuc less value"of lieu or encumbrances remaining at time of sale, �C ] unincorporated area; [ ) City of—, and FOR A VALUABLE CONSIDERATION, Receipt of whicb is hereby acknowledged, HENRY T. RUNGE, JR., TRUSTEE OF THE HENRY T. RUNGE, JR. AND CYNTHIA A. RUNGE LIVING TRUST hereby GRANT(S) to THOMAS E. SLATTERY, a dngle man the following described property in the unincorporated area of the County of Butte State of California; SEE ATTACHED LEGAL DESCRIPTION THE HENRY T. RUNGE, JR. AND CYNTHIA A. RUNGE LIVING TRUST By: &, HE RY T. RUNGE, JR., TRUSTEE Document Date: August l_ 2_ 1999 STATE OP CALIFORNIA As COUNTY OF Butte ) on September 13, 1999 before=. Michelle A. Mi.11err, Notary attic personally appeared 1!2M T. Runde, Jr_ _P Tnici}e e personally known to me (or proved to me on the basis of satisfactory evidence) to be due peasan(s) whose murc(s) is/are subscribed o the within instrument and acknowledged to tm dtat ho/shelthey executed the same in his/her/thdr mahorized capatity(ies) and that by hlsAwltheir signamre(s) on the intoument the person(s) or the entity upon behalf of which the pereon(s) acted, executed the Instrumuu. WITNESS my hand and official sal. LQCWA.LQM famb" /11711414 MI1051hoffmft I RdtYCAttrw.Cdbnlb i wcals�llll�llbv►aoa.� moz area for official notarial seal. Msil TAX MMtemcnta tv: SAME AS A13OVE or Add— Noted Belo... Lq SECURITY MOBILE HOME SHOW/NORTH, INC. 19284 - EXECUTIVE HOMES 3042 ESPLANADE PH. 530-891-6992 CHICO, CA 95973 11 PAY DATE p2 �%— Q�_ 1210095 THE ORDER OF �o $, __7 Wells Fargo Bank NA. DOLLARS LJ California ' www.wellsfargo.com FOR u■0 19 28411° -1:1210426' 8 21:0 1 700 76 0411' vY, -- ORDER NO. SU -175688-3 DESCRIPTION: THE LAND REFERRED TO IN THIS PXPORT IS SITUATED IN THE STATI3 OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: PARCEL x: LOT 29, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "SIERRA FOOTHILLS SUBDIVISION NO. 2", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE -COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 5, 1986, IN BOOK 100 OF MAPS, AT PAGES) 83 AND 84. RESERVING THEREFROM A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITIES PURPOSES, OVER AND ACROSS ZINFANDEL DRIVE. PAR9EL II A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITIES PURVOSES, OVER AND ACROSS WILDER DRIVE, AND ZINFANDEL DRIVE, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "SIERRA FOOTHILLS SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 30, 1980, IN BOOK 80 OF MAPS, AT PAGE(S) 10 AND 11. EXCEPTING THEREFROM THAT PORTION LYING WITHIN LOT 11, AS SHOWN ON SAID MAP, 9999x. Yrx AN EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES ACROSS A PORTION OF PARCEL 2, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JANUARY 11, 1978, IN BOOK 63 OF MAPS, AT PAGES) 74, SAID PARCEL 2 BLXNG A PORTION OF SECTION 12, TOWNSHIP 22 NORTH, RANGE 2 EAST, M.D.B. & M., AND A PORTION OF SECTION 7, TOWNSHIP 22 NORTH, RANGE 3 EAST, M.D.B. & M., SAID EASEMENT BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID PARCEL 2 AND RUNNING THENCE•NORTH 01 DEG. 50' 52" WEST, A DISTANCE OF :.040.68 FEET TO THE POINT OF BEGINNING FOF2.THE EASEMENT HEREIN DESCRIBED; THENCE NORTH 35 DEG. 50, 0811 WEST, PARALLEL TO AND 60 FEET DISTANT SOUTHWESTERLY OF THE NORTHEASTERLY LINE OF SAID PARCEL 2, A DISTANCE OF 295.69 FEET TO A POINT THAT BEARS SOUTH 03 DEG. 55' 05" EAST, A DISTANCE OF 30.00 FEET FROM THE NORTHERLY LINE OF SAID PARCEL 2; THENCE PARALLEL TO AND 30 FEET nISTANT SOUTHERLY AND SOUTHWESTERLY FROM THE NORTHERLY AND NORTHEASTERLY LINES PARCEL 2 FOR THE FOLLOWING THREE COUROF SAID 'SES. 66 DEG. 04' S5" WEST, A DISTANCE OF 283.29 FEET; SOUTH 81 DEG. 53' 23" WEST, A DISTANCE OF 367.97 FEET; AND NORTH.42 DEG. 58= 08" WEST, A DISTANCE CONTINUED ORDER NO. BU -175688-3 k"WRL III: CONTINUED OF 475.07 FEET TO THE NORTHWESTERLY LINE OF SAID PARCEL 2; THENCE NORTH.62 DEG. 10' 44" EAST, ALONG SAID NORTHWESTERLY LINE, A DISTANCE OF 31.08 FEET TO THE MOST NORTHERLY CORNER OF SAID PARCEL 2; THENCE ALONG THE BOUNDARY OF SAID PARCEL 2 THE FOLLOWING FIVE COURSES: SOUTH 42 DEG. 58' 08" EAST, A DISTANCE OF 451.24 FEET; NORTH 81 DEG. 53' 23" FAST, A DISTANCE OF 353.40 FEST; NORTH 86 DEC. 04' 55" EAST, A DISTANCE OF 436.39 FEET; SOUTH 35 DEC. 50' 08', EAST, A DISTANCE OF 204.67 FEET; AND SOUTH 01 DEG. 50' 52" EAST, A DISTANCE OF 107.33 FEET TO THE POINT OF BEGINNING. PAROL IV: A SIXTY (60') FOOT WIDE NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES OVER A, PORTION OF PARCEL 3 AS SAID PARCEL ZS SHOWN ON THAT CERTAIN PARCEL MAP FOR ANTHONY SANTOS, WHICH MAP WAS RECORDED JANUARY 11, 1978, IN BOOK 63 OF MAPS, AT PAGE 74, RECORDS OF BUTTE COUNTY, CALIFORNIA, BEING ALSO A PORTION OF SECTION 12, TOWNSHIP 22 NORTH, RANGE 2 EAST, M.D.B. & M., LYING THIRTY (30) FEET ON EACH SXDE OF THE FOLLOWING DESCRIBED CENTERLINE: BEGINNING AT A POINT ON THE MOST EASTERLY, WESTERLY LINE OF PARCEL, 3, AS SHOWN ON SAID MAP WHICH POINT BEARS SOUTH 00 DEG. 58' 23" EAST, A DISTANCE OF 984.51 FEET FROM THE MOST NORTHERLY NORTHWEST CORNER OF SAID PARCEL 3, SAID POINT BEING ALSO IN THE CENTERLINE OF THAT CERTAIN ROAD KNOWN AS WILDER DRIVE AND RUNNING THENCE ALONG SAID CEN'T'ERLINE THE FOLLOWING TWELVE (12) COURSES: (1) (2) (3) (4) (6) (7) (8) (9) (10) (11) (12) SOUTH 31 DEG_ CENTRAL ANGLE L-331.90 FEET NORTH 53 DEG. CENTRAL ANGLE L-157.47 FEET, SOUTH 81 DEG. CENTRAL ANGLE L-223.17 FEET; NORTH 63 DEG, CENTRAL ANGLE L=191.84 FEET; SOUTH 89 DEG. CENTRAL ANGLE L=148.57 FEET WHICH, AT THIS CENTRAL ANGLE FEET; 28' 04" EAST, 4.41 FEET; 95 DEG. 04' 52" (TANGENT LEFT) R=200.00 FEET, 27' 04" EAST, 88.11 FEET; = 45 DEG. 06' 37" (TANGENT RIGHT) R=200.00 FEET, 26' 19" EAST, 183.15 FEET; = 3.5 DEG. 31' 091, (TANGENT LEFT) R=360.00 FEET, 02' 321, EAST, 38.78 FEET; = 27 DEG. 28' 46" (TANGENT RIGHT) R=400.00 FEET, 28' 42" EAST, 85.77 FEET; - 17 DEQ. 01' 29" (TANGENT LEFT) R=500.00 FEET, TO A POINT OF REVERSE CURVATURE .THE TANGENT TO POINT, HEARS NORTH 73 DEG. 2'9' 49" EAST; 10 DEG. 55' 39' (RIGHT) R=500.00 FEET, L-95.36 NORTH 84 DEG. 25' 28" EAST, 176.17 FEET TO A POINT ON THE EASTERLY LINE OF SAID PARCEL 3 WHICH POINT SEARS SOUTH 02 DEG. 10' 43" EAST, A DISTANCE OF 821.31 FEET -FROM THE NORTHEAST CONTINUED ORDER NO. BU -175688-3 MCRL IV: CONTIMMD CORNER OF SAID PARCEL 3, SAID POINT BEING ALSO THE SOUTHWEST CORNER OF LOT 1 IN THE CENTERLINE OF WILDER DRIVE, AS SAID LOT AND ROAD ARE SHOWN ON THAT CERTAIN MAP ENTITLED, "SIERRA FOOTHILLS SUBDIVISION", WHICH MAP WAS RECORDED OCTOBER 30, 1980, IN BOOK 80 OF MAPS, AT PAGES 10 AND 11, RECORDS OF BUTTE COUNTY, CALIFORNIA. PARCEL V: A SIXTY (601) FOOT WIDE NON—EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES OVER A PORTION OF PARCELS 1 AND 2, AS SAID PARCELS ARE SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED SEPTEMBER 21, 1979, IN BOOK 73 OF MAPS, AT PAGES 22, 23, 24 AND 25, RECORDS OF BUTTE COUNTY, CALIFORNIA, BEING ALSO A PORTION OF SECTIONS 1, 2, 11 AND 12, TOWNSHIP 22 NORTH, RANGE 2 EAST, M.D.B. & M., SAID EASEMENT BEING OVER AND ALONG COURSES 5 THROUGH 50 OF CANYON SHADOWS ROAD AS SAID ROAD IS DELINEATED AND SAID COURSES ENUMERATED ON SAID HOWARD ISOM PARCEL MAP. RARCNL VY A SIXTY (601) FOOT WIDE NON—EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES OVER A PORTION OF PARCELS 2 AND 6, AS SAID PARCELS ARE SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED SEPTEMBER 21, 1979, IN BOOK 73 OF MAPS, AT PAGES 22, 23, 24 AND 25, RECORDS OF BUTTE COUNTY, CALIFORNIA, BEING ALSO A PORTION OF SECTIONS 11 AND, 12, TOWNSHIP 22 NORTH, RANGE 2 EAST, M.D.B. 6e M., AND LYING THIRTY (301) FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: COMMENCING AT THE NORTHWESTERLY TERMINUS OF A COURSE ALONG THE BOUNDARY OF SAID PARCEL 2 SHOWN AS BEARING SOUTH 29 DEG. 26' 451' PAST, AND HAVING A DISTANCE OF 1731.61 FEET ON SAID HOWARD ISOM PARCEL, MAP, AND RUNNING THENCE NORTH 62 DEG. 33' 42" WEST, A DISTANCE OF 52.41 FEET TO A POINT IN COURSE NUMBER 49 IN THE CENTERLINE OF CANYON SHADOWS ROAD AS SHOWN ON SAID MAP THENCE SOUTH 27 DEG. 26' 18" WEST ALONG SAID CENTERLINE, A DISTANCE OF 109,04 FEET; THENCE CONTINUING ALONG SAID CENTERLINE SOUTH 20 DEG. 22' 47" WEST, A DISTANCE OF 124.14 FEET AND SOUTH 29 DEG. 42' 23" WEST, A DISTANCE OF 24.56 FEET TO THE TRUE POINT OF BEGINNING FOR THE HEREIN DESCRIBED EASEMENT; THENCE LEAVING SAID CENTERLINE OF'CANYON SHADOWS ROAD, AND RUNNING THENCE ALONG THE CENTERLINE OF SAID SIXTY (60') FOOT WIDE EASEMENT, BEING ALSO THE CENTERLINE OF THAT CERTAIN ROAD HEREINAFTER REFERRED TO WILDER DRIVE THE FOLLOWING THIRTY— SEVEN (37) COURSES: (1) SOUTH 04 DEG. 11' 04" EAST, 81.12 FEET; (2) CENTRAL ANGLE = 15 DEG. 00' 06" (TANGENT RIGHT), R=400.00 FEET, L=104.73 FEET; CONTINUED ORDER NO. BU -175688-3 PAR CEL y ,- CONTINIIED (3) SOUTH 10 D03. 49' 02" WEST, 335.17 FEET; (4) CENTRAL ANGLE = 60 DEG. 00' 2111 (TANGENT LEFT), R-200.00 FEET, Lm209.46 FEET; (5) SOUTH 49 DEG, 11' 19" EAST, 22.01 FEET; (6) CENTRAL ANGLE - 28 DEG. 49' 48" (TANGENT LEFT) L=50.32 FEET; R=100.00 FEET, (7) SOUTH 78 DEG. 01' Of" EAST, 122.81 FEET; (8) CENTRAL ANGLE - 24 DEG. 03' 23" (TANGENT LEFT) R=200.00 FEET, L=83.97 FEET; (9) NORTH 77 DEG, 55' 31" EAST, 243.96 FEET; (10) CENTRAL ANGLE a 80 DEG. 05' 13" (TANGENT RIGHT) R=180.00 FEET, L=251.60 FEET; (11) SOUTH 21 DEG. 59' 1611 EAST, 372.55 FEET; (12) CENTRAL ANGLE = 40 DEG, 17' 18" (TANGENT RIGHT) R =200.00 FEET, L=140.63 FEET; (13) SOUTH 18 DEG, 18' 02" WEST, 235.37 FEET; (14) CENTRAL ANGLE = 39 DEG. 11' 53" (TANGENT LEFT) R=300.00 FEET, L=205.24 FEET; (15) SOUTH 20 DEC. 53' 51" EAST, 217.49 FEET; (16) CENTRAL ANGLE m 04 DEG. 52' 11" (TANGENT RIGHT) R=400.00 FEET, L=34.00 FEET TO A POINT ON THE MOST EASTERLY LINE COMMON TO PARCELS 2 AND 6 OF SAID ISOM PARCEL MAP WHICH PAINT $EARS NORTH 11 DEG. 00' 00" EAST,'19.05 FEET FROM THE MOST SOUTHERLX CORNER COMMON TO SAID PARCELS 2 AND 6. (17) CENTRAL ANGLE - 37 DEG. 28' 22" (RIGHT) R=400.00 FEET, La261.61 FEST CONTINUING ALONG SAID CURVE TO THE RIGHT THE TANGENT TO WHICH,. AT THIS POINT, HEARS SOUTH 16 DEG, 01' 90,E (18) SOUTH 21 DEG. 26' 42" WEST, 294.89 FEET; (19) CENTRAL ANGLE = 131 DEG. 24' 00' (TANGENT LEFT) R=55.00 FEET, L-126.14 FEET; (20) NORTH 70 DEG. 02' 42" EAST, 274.60 FEET; (21) CENTRAL ANGLE m 55 DEQ. 08' 46" (TANGENT LEFT) 9=120.00 FEET, Lm11S.50 FEET; (22) NORTH 14 DEG. 53' 55" EAST, 64.58 FEET; (23) CENTRAL'ANGLE - 79 DEG. 51' 46" (TANGENT RIGHT) R-200.00 FEET, L=278.77 FEET; (24) SOUTH 8.5 DEG. 14' 18" EAST, 57.49 FEET; (25) CENTRAL ANGLE = 54 DEG. 50' 40" (TANGENT LEFT) R=100.00 FEET, L-95.72 FEET; (26) NORTH 39 DEG. 55' 0111 EAST, 137.70 FEET; (27) CENTRAL, ANGLE = 41 DEG. 21' 56" (TANGENT LEFT) R=150.0.0 FEET, L-108.30 FEET; (28) NORTH 01 DEG. 26' 55" WEST, 267.19 FEET; (29) CENTRAL ANGLE = 47 DEG. 20' 181, (TANGENT RIGHT) R=400.00 FEET, L_330.48 FEET TO A POINT OF COMPOUND CURVATURE THIS TANGENT TO WHICH, AT THIS POINT, BEARS NORTH 45 DEG, 53' 241- EAST (30) CENTRAL ANGLE = 57 DEG. 31' 37" (RIGHT) R=3.50.00 FEET, L=150.61 FEET; CONTINUgD ORDER NO. BU -175688-3 PARgBL_VI: CONTINUED (31) SOUTH 76 DEG. 35' 00" EAST, 491.33 FEET; (32) CENTRAL ANGLE - 38 DEG, 518' 41" (TANGENT LEFT) R=250.00 FEET, L=170.07 FEET; (33) NORTH 64 DEG. 26' 19" EAST, 107.27 FEET; (34) CENTRAL ANGLE = 61 DEG. 45' 43" (TANGENT RIGHT) R=410.00 FEET, L-441.96 FEET; (35) SOUTH 53 DEG. 47' 58" EAST, 115.80 FEET; (36) CENTRAL ANGLE - 22 DEC. 19' 54" (TANGENT RIGHT) R=350.00 FEET, L=136.42 FEET; (37) SOUTH 31 DEG. 28.' 04" EAST, 80.39 FEET TO A POINT ON THE MOST - EASTERLY LINE OF SAID PARCEL 6 WHICH LINE IS ALSO THE MOST EASTERLY, WESTERLY LINE OF PARCEL 3, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED JANUARY 11., 1978, IN BOOK 63 OF MAPS, AT PAGE 74, RECORDS OF BUTTE COUNTY, CALIFORNIA, SAID POINT BEARS SOUTH 00 DEG. 58' 23" EAST, 984.51 FEET FROM THE MOST NORTHEASTERLY CORNER OF SAID PARCEL 6 BEING ALSO THE MOST NORTHERLY NORTHWESTERLY CORNER OF SAID PARCEL 3. INTER -DEPARTMENTAL MEMORANDUM TO: BUILDING DI VISION OROVILLE FROM: DATE: ENVIR. HEALTH, CHICO RELEASE ENV. HEALTH HOLD ON BUILDING FINAL. FOR: OWNER NAME: Viz! SEPTIC: ✓ WELL: AP#: fi(0?>- 34)- (7a ADDRESS/LOCATION: 'i s C , Comments: GUmemos/releasehold COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • `Oroville, California 95965 • Telephone (530) 538-7541 P RMIT NO. (Rev. 12/96) APPLICATION AND PERMIT 0:/r AS S_$QRP JZNUMp 9 bbJ2 -U2 ZONING U BUILDING PERMIT OWNER THOMAS SLA=Y TELEPHONE 5AL-5062 SO. FT. OCC. BUILDING VALUATION 1301 R 70,254.00 OWNERS MAILING ADDRESS P.O. BOX 3441 CHICO CONTRACTOR'S NAME EXECiP= HOMES TELEPHONE 1891-6992 CONTRACTORS MAIUNG ADDRESS 3042 ESPLANADE CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 70 254.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee 509.00/2 $ 254.50 ARCHITECT OR ENGINEERS MAILING ADDRESS ` Plan Checking Fee $ 23.00 BUILD ZINEANDEL Energy Plan Checking Fee $ PERMIT FEE $ 297.50 LOT NO. SUBDMISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome IX Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New IN Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe work: NEW MH ON PERM END, Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ 65.00 ELECTRICAL PERMIT Fling Fee 20.00 "OOVOR UE Main Service zo.A OR LESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. L^� License Class t✓ - LN-) Lic. No. V 4 -D i 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 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. �( 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier STATS t--'% S 'A --k d merit, Policy Number - (The above sections need not be completed 'rf the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall (.,orthwith comply with those provisions. -Z - Z'Z O'L X �SDate _ Signature of Applicant - ❑ Owner _A Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200. TO 46.00so CCU000A NEW CONST. DWEWNG OCCUP. SO OR ADDNS. ( 8 ACC. S.3.50FT, T. NCO" N.pESID. ANCHOU CIJT 97,50 POWER APPARATUS a SINGLE OUTLET CIR. 2091.00 Ex. Occup. ounET OR FIXTURES SAL @ .50 Ex. Occup. OFIx�E�oTSA A� ) E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 43.00 MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 405.5 - D F IMP cDF PARC PD HD ISsu This permit is hereby issued under of 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. 3 �Q O� D 'te p 25 �O �HITE-D.D.S.-B.D. peTe rReceiptNo. '% CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT FM TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE ONLY Rat Pian AnscMd Floor Ran Ans had to Owner Location AP# Plan Approved for: Sewage Disposal/ Water Supply: Public Private Well Clearance for dwelling. Other - _ - Hold final fo`r:� - - - Final clearance O.K. for: NOTE: Environmental Health Specialist Date 8/96 1 i COUNTY OF BUTTE-DE9ARTMENT 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: ASSESSOR PARCEL NUMB ��✓ +�v J Proposed Building Use: Counter Technici : Date: Items required in order to apply f r a permit. All boxes MUST be check d O marked NA in order to apply. Plot 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. . 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! 0 Energy compliance des gn and; supporting documentation in duplica Manufactured homesKa"ata sheets and installation instructions, arriage line information, (C) Floor Plan, ie down or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan freuie�lihe-up when required items are received. f' _ - Date Received By ❑ 8. Flood Elevation Certificate, -wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plari'and business license approval from the City 6f Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................... ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form ............................w................................................. ❑ 13. Other Rem aining items needed to issue the permit. (May require additional plan review upon receipt of the foklowing items.) Fees as shown on the attached Schedule of Fees Due Sheet ..................................... ' ❑ 5. Statement of Intent for Non -heated and A/C Buildings .................................. r16. Sanitation and plot plan approval from the Environmental Health Depart ent in City of Chico Plumbing permit ...................... ..�. 18. alifornia Department of Forestry plan approval ?`paid. Sent by:. .... V.�........... 3� Plannin approval for A Use: B Parkin : C arcel Ch�ck: g PP ( ) () g ( ) A0. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... I. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... 26. Letter of Signature authorization.................................................................... t" Recorded copy of Agricultural Acknowledgment Statement ................................... ❑ 28. Ma ufactured home utility clearance............:............................................... *3'1. . ing violation nd/or expired permits ........................................... ........Grant Deed, ' M.H. Title/SL4WmenLof Facts ❑ Letter from Legal Owner, Check to H.C.D. $ Other: When issued Telephone and hold for pickup. I have been informed bove items an equirements for obtaining a building permit. o� -7 Applicant: Date: 22 1. Index permit application for the above items numbered: J0 Plan Check Letter ' 2. Additional items required 1/1 Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ count b Date: Plans reviewed by: C/ Date: �'p�7•�� Plans approved by: K� Date: — Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division 1 � A�7EII4nn rr n^•�t.lnl•�!-1 Ob '3 701'1117 , �.�__._.. ... ....._.. ... __ PEWIT T�1 irlgr —�N -me >� R SQ. FT. • %. DUILUING VA1 1-1/01011�A� 5'� o - Svb"L -- f7Vf?f:Jjl M'.41!f!M /DTT"`!n11 p o , 13v -,C Corrt MClOnR rwM r71 rr1ru•r------------'----�---._...__...------'-------. .._._. _.__... .... _.. Ex >< � %,,-r1 o ►.., .� s $°� t - b`i9'L -- --- --------- - o •L- ig S L. Ar ---- — - _ _ ----- --- LEfforns 11NlAM /•DOr!1f! _ritapinc0 -------.._._.-------------_-..- Tolnl ValUntlon t � ---------- McuntctOn//q!rf-.Eit 1r,.r1•eE uo, ..._.___.—...........----' --....._--'•---- ...... _... ----- Flllflq •-." ._. 20.00 w.1 MCHIIECT On OIMIFE71� .IN.l —__.--- In DfK!- 1'Ofllll( I A9 1/ F Z _-----'------- -- --- --------- - -'-- -- - ---- -Plan Cheddli fee b .. ruttr..fn rnnr.Rss TJ ------... ----- -� - �Zt Energy Non Cllecicing Foe � S o 1 U -Fairib S 3 :v --- -- -- - ... ' '-- - -- - -' 2 - --' ..._ _. rEr1n�I"r FEE, 1 t :...._ .. I.DTrIo II'•nolvnmrrv'�r•, r+nr.Fl. f+•r - -- - - !j C`x' 10,11T - e`3 `L� b-fj �p _T'l_UF:4111TTG PE10,11T I"r � _,�.,.�._..__.__.__.._._._.___.--_.-_.-._.___ ...-�-•-----•—•---_. __.____..__.__...-____ ' Each Ti a � - - - �--------^-- --' -- " 7.00I1SFC)FS1nU(:"IUI1F 12'Z,a�1...-'--'------._...._.. _3olnr or hentyy nj venter Renter 23.00 SF CI Uuplor, U.) Mobil-hom9,K OIIIrr - _---- _.__-.._.•- -- ---- rarEcrr�_ -•-------•----- Each pas wnlor hent0r cr vent 15 00 —_-'--------- -- - --'-- _Gaa ping nyslenl i UAi Nmv :5 oulleLl 1 5.00 U Additton U Ilgmodrl Ll rHon CI Flsr�p,tkyl 0111-r U.1 --------_-- -©wilding sa1•rer _ ---__ _ - - 1 5.00 1 1.lobil9 I lone S G l W Cu'zU.UcI UOecriba Worir: `(\`E-..JPEnmvr FEE _......_... A Fo Y -,ELECTRICAL PETIMIT _ rill119 real 2n.,)v Main Service eoov on'Ess toaAon.Ess l — .23,00 �J SN ®W j��17 • ) S 8� ,-� -2,&trD T'^�- rviniu SDrvlc9 20M If) Innen 46 OU 1 _w c0'LSl. D:fFL17K1 occur. I. 5,t on /UDIIS• 1 LCC. mm s. ) - 11. NUULOVILF.T r (�OII.nES1D. _JHkLlCItLACVIt� ..__ _...`Cil%•541 lrcm Fn WFAMTV9 S71OLE OUILEI _C1R_� — __ _ -_ — OVILEI On rmlun- EX..000UI). (-_. _ _ ILCEO L.1'rVI'1, On EX. 0ce"p. (OU ILETs 5.00 _____�'.E91D.) EA .. Tem _ornfy Servlce - -- --- - 23.00 Mobile I1ome facilities 2.0.00 lutist. Wirinq 23.UU "TERMa.-1- EEE.- PAJJ) S I t A SHERIFF v -rt tct� AMOVI'41" RECEIVE--() »tiEc:w: 1.t�•r NUAIRCIZ _ T'Ellldll" FEE --IAECIIAI�IICAL rEmAll"-- -1 tenting --- - ._..._.-- Cooling-_... . I IOOd venUlntion f E111,11T FEt _Mobile 1101119 Inslnllntion Foe Enafgy h1sp_9_c_tion Fee ---' _—O^1• "—".I--!'11115 f- lYl i—li----� Y OYAI_ FEE $ 'Ihie permit IR hereby Innund md0r 4114 nppll-:,4119 11fnvl4inw, of 1110 SkIlle Counly Coda and/or Ilnaolntionn to rto work I11.hcntad nt:,ave for V1111ch I9AfI hnvp barn rnl(f. Ely 11EI11A1T F)(I'Inre UN Ont. .71 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE. CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER. �i&lt PROPOSED BUILDING US /A/ 1. BUILDING PERMIT FEES Z_ --Balance Due ........................................................ $ --Additional Fees Due ............................................ $ --Additional Fees Due ............................................ $ --Revised Plan Checking Fee.17 ........... �1$ a2. SCHOOL DISTRICTiatuilding (paid at District Office _Z3. SHERIFF FEES (paiDivision) Residential .................................... x $360.00 Units Commercial (sq. ft.) ...................... x $0.03 = $ No= 4. URBAN AREA FEES Residential ............................ x =$ # Units Amt. Commercial (Sq. ft.) ............. x = $ Sq. ft. Amt. 5. RECREATION DISTRICT FEES 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK V� $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A.P. DATE RECEIPT # DATE REC. 4 nj y VLre` U. At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plAchecking process. APPLICANT DATE 2 _2_775�27- Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 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 Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) AND WHEN RECORDED MAIL TO: ALTTECOUNTY BUILDING DIVISION ` 7 COUNTY CENTER DRIVE OROVfLLF„ CA 95965 COPY of Document Recorded 27 -Feb -2002 2002-0009737 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 pennit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, Slate of California, described as follows: HVA): 0 63 - 3 "0 - 0 X5' LUT 29, AS SHOWN ON THAT. CERTAIN MAP ENTITLED, 1161) RRA FOOTHILLS SUBDIVISION NO. 211, WHICH MAP WAS R13CORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY or BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 5, 1986, IN BOOK 100 OF DAPS, AT PAGES) 83 AND 84. RESERVING THRICt-FROM A NON-9XCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITIES PURPOSES, OVER AND ACROSS ZINFANDEL DRIVE. Date State of California County of PROPERTY OWNERS: i' On /_1Z_' before me, personally appeared r0 V'n personally known to me (or proved to me on the basis of satisfactory evidence) o 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 my;hand and official seal. Signature S a�: WENDY M. AUER ` PW Comm A 1118379 v! NOTARY PUBLIC -CALIFORNIA YI A.P. # d63 -bio — 6 �.9 Butte County .. M Comm. Ez ires. April 3, 2002 "� 16:4,2 b 1 llWELL '1" I 1"LE CUSTOMER SERVICE 4 530 891 8753 NO.579 P004 ORDER NO. SU -175688-3 DESCRIPTION: THE LAND REFERRED TO IN THIS REPORT IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: PARCEL X: LOT 29, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "SIERRA FOOTHILLS SUBDIVISION NO. 211, WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 5, 1986, IN BOOK 100 OF MAPS, AT PAGES) 83 AND 84. RESERVING THEREFROM A NON-EXCLUSIVE EASEMENT FOR ROAD AND PU13LIC UTILITIES PURPOSES, OVER AND ACROSS ZINFANDEL DRIVE. PARCEL_ _II A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITIES PURPOSES, OVER AND ACROSS WILDER DRIVE, AND ZINFANDEL DRIVE, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "SIERRA FOOTHILLS SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 30, 1980, IN BOOK 80 OF MAPS, AT PAGE(S) 10 AND 11. EXCEPTXNG THEREFROM THAT PORTION LYING WITHIN LOT 11, AS SHOWN ON SAID MAP. PARCEL XXX - AN EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES ACROSS A PORTION OF PARCEL 2, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALYFORNIA, ON JANUARY 11, 1978, IN BOOK 63 OF MAPS, AT PAGES) 74, SAID PARCEL 2 BEING A PORTION OF SECTION 12, TOWNSHIP 22 NORTH, RANGE 2 EAST, M.D.B. & M., AND A PORTION OF SECTION 7, TOWNSHIP 22 NORTH, RANGE 3 EAST, M.D.B. & M., SAID EASEMENT BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID PARCEL 2 AND RUNNING THENCE'NORTH 01 DEG. 50' 52" WEST, A DISTANCE OF 1040.68 FEET TO THE POINT OF BEGINNING FOR THE EASEMENT HEREIN DESCRIBED; THENCE NORTH 35 DEG. 50' 08" WEST, PARALLEL TO AND 60 FEET DISTANT SOUTHWESTERLY OF THE NORTHEASTERLY LINE OF SAID PARCEL Z, A DISTANCE OF 295.69 FEET TO A POINT THAT BEARS SOUTH 03 DEG. 55' 05" EAST, A DISTANCE OF 30.00 FEET FROM THE NORTHERLY LINE OF SAID PARCEL 2; THENCE PARALLEL TO AND 30 FEET DISTANT SOUTHERLX AND SOUTHWESTERLY FROM THE NORTHERLY AND NORTHEASTERLY LINES OF SAID PARCEL 2 FOR THE. FOLLOWING THREE COURSES: SOUTH 86 DEG. 04' 55" WEST, A DISTANCE- OF 283.29 FEET; SOUTH 81 DEG. 53' 23" WEST, A DISTANCE OF 367.97 FEET; AND NORTH.42 DEG. 58'- OB" WEST, A DISTANCE CONTINUED 02/fib/02 13:42 BIDWELL TITLE CUSTOMER SERVICE 4 530 891 8753 NO.579 P005 ORDER NO. BU -175688-3 PARCgI, III • CONTINUED OF 475.07 FEET TO THE NORTHWESTERLY LINE OF SAID PARCEL 2; THENCE NORTH.62 DEG. 10' 44" EAST, ALONG SAID NORTHWESTERLY LINE, A DISTANCE OF 31.08 FEET TO THE MOST NORTHERLY CORNER OF SAID PARCEL 2; THENCE ALONG THE BOUNDARY OF SAID PARCEL 2 THE FOLLOWING FIVE COURSES: SOUTH 42 DEG. 58' 08" EAST, A DISTANCE OF 451.24 FEET; NORTH 81 DEG. 53' 23" PAST, A DISTANCE OF 353.40 FEET; NORTH 86 DEG. 04' 55" EAST, A DISTANCE OF 436.39 FEET; SOUTH 35 DEG. 50' 08" EAST, A DISTANCE OF 204.67 FEET; AM SOUTH 01 DEG. 50' 52" EAST, A DISTANCE OF 107.33 FEET TO THE POINT OF BEGINNING. PARCEL IV: A SIXTY (601) FOOT WIDE NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES OVER A PORTION OF PARCEL 3 AS SAID PARCEL IS SHOWN ON THAT CERTAIN PARCEL MAP FOR ANTHONY SANTOS, WHICH MAP WAS RECORDED JANUARX 11, 1978, IN BOOK 63 OF MAPS, AT PAGE 74, RECORDS OF BUTTE COUNTY, CALIFORNIA, BEING ALSO A PORTION OF SECTION 12, TOWNSHIP 22 NORTH, RANGE 2 EAST, M.D.B. & M., LYING THIRTY (30) FEET ON EACH SXDE OF THE FOLLOWING DESCRIBED CENTERLINE: BEGINNING AT A POINT ON THE MOST EASTERLY, WESTERLY LINE OF PARCEL 3, AS SHOWN ON SAID MAP WHICH POINT BEARS SOUTH 00 DEG. 58' 23" EAST, A DISTANCE OF 984.51 FEET FROM THE MOST NORTHERLY NORTHWEST CORNER OF SAID PARCEL 3, SAID POINT BEING ALSO IN THE CENTERLINE OF THAT CERTAIN ROAD KNOWN AS WILDER DRIVE AND RUNNING THENCE ALONG SAID CENTERLINE THE FOLLOWING TWELVE (12) COURSES: (1) SOUTH 31 DEG. 28' 04" EAST, 4.41 FEET; (2) CENTRAL ANGLE - 95 DEG. 04' 52" (TANGENT LEFT) R=200.00 FEET, L-331.90 FEET; (3) (4) NORTH 53 DEG. CENTRAL 271 04" EAST, 88.11 FEET; ANGLE = 45 DEG. 06' 37" (TANGENT RIGHT) R=200.00 FEET, L=157.47 FEET; (S) SOUTH 81 DEG. 26' 19" EAST, 183.15 FEET; (6) CENTRAL ANGLE = 35 DEG. 31' 0911 (TANGENT LEFT) R=360.00 FEET, L-223.17 FEET; (7) NORTH 63 DEG, 02' 32" EAST, 38.78 FEET; (8) CENTRAL ANGLE = 27 DEG. 28' 46" (TANGENT RIGHT) R=400.00 FEET, L=191.84 FEET; (9) SOUTH B9 DEG. 28' 42" EAST, 85.77 FEET; (10) CENTRAL ANGLE - 17 DEG. 01' 29" (TANGENT LEFT) R=S00.00 FEET, L=148.57 FEET TO A POINT OF REVERSE CURVATURE M TANGENT TO (11) WHICH, AT THIS CENTRAL POINT, BRARS NORTH 73 DEG. 29' 49" EAST; ANGLE - 10 DEG. 551 39' (RIGHT) R=500.00 FEET, L=95.36 FEET; (12) NORTH 84 DEG. 25' 28" EAST, 176.17 FEET TO A POINT ON THE EASTERLY LINE OF SAID PARCEL 3 WHICH POINT BEARS SOUTH 02 DEG. 10' 43" EAST, A DISTANCE OF 821.31 FEET_FROM THE NORTHEAST CONTINUED ORDER NO. BU -175688-3 PARCEL_IV: CONTINUED CORNER OF SAID PARCEL 3, SAID POINT BEING ALSO THE SOUTHWEST CORNER OF LOT 1 IN THE CENTERLINE OF WILDER DRIVE, AS SAID LOT AND ROAD ARE SHOWN ON THAT CERTAIN MAP ENTITLED, "SIERRA FOOTHILLS SUBDIVISION", WHICH MAP WAS RECORDED OCTOBER 30, 1980, IN BOOK 80 OF MAPS, AT PAGES 10 ANIS 11, RECORDS OF BUTTE COUNTY, CALIFORNIA. PARCEL V• A SIXTY (60') FOOT WIDE NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES OVER A PORTION OF PARCELS 1 AND 2, AS SAID PARCELS ARE SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED SEPTEMBER 21, 1979, IN BOOK 73 OF MAPS, AT PAGES 22, 23, 24 AND 25, RECORDS OF BUTTE COUN'T'Y, CALIFORNIA, BEING ALSO A PORTION OF SECTIONS 1, 2, 11 AND 12, TOWNSHIP 22 NORTH, RANGE 2 EAST, M.D.B. & M., SAID EASEMENT BEING OVER AND ALONG COURSES 5 THROUGH 50 OF CANYON SHADOWS ROAD AS SAID ROAD IS DELINEATED AND SAID COURSES ENUMERATED ON SAID HOWARD ISOM PARCEL MAP. PARCr, VY A SIXTY (601) FOOT WIDE NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES OVER A PORTION OF PARCELS 2 AND 6, AS SAID PARCELS ARE SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED SEPTEMBER 21, 1979, IN BOOK 73 OF MAPS, AT PAGES 22, 23, 24 AND 25, RECORDS OF BUTTE COUNTY, CALIFORNIA, BEING ALSO A PORTION OF SECTIONS 11 AND, 12, TOWNSHIP 22 NORTH, RANGE 2 EAST, M.D.B. & M., AND LYING THIRTY (301) FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: COMMENCING AT THE NORTHWESTERLY TERMINUS OF A COURSE ALONG THE BOUNDARY OF SAID PARCEL 2 SHOWN AS BEARING SOUTH 29 DEG. 26' 45" EAST, AND HAVING A DISTANCE OF 1731.61 FEET ON SAID HOWARD xSOM PARCEL MAP, AND RUNNING THENCE NORTH 62 DEG. 33' 42" WEST, A DISTANCE OF 52.41 FEET TO A POINT IN COURSE NUMBER 49 IN THE CENTERLINE OF CANYON SHADOWS ROAD AS SHOWN ON SAID MAP THENCE SOUTH 27 DEG. 26' 18" WEST ALONG SAID CENTERLINE, A DISTANCE OF 109.04 FEET; THENCE CONTINUING ALONG SAID CENTERLINE SOUTH 20 DEG. 22' 47" WEST, A DISTANCE OF 124.14 FEET AND SOUTH 29 DEG. 42' 231- WEST, A DISTANCE OF 24.56 FEET TO THE TRUE POINT OF BEGINNING FOR THE HEREYN DESCRIBED EASEMENT; THENCE LEAVING SAID CENTERLINE OF CANYON SHADOWS ROAD, AND RUNNING THENCE ALONG THE CENTERLINE OF SAID SIXTY (60') FOOT WIDE EASEMENT, BEING ALSO THE CENTERLINE OF THAT CERTAIN ROAD HEREINAFTER REFERRED TO WILDER DRIVE THE FOLLOWING THIRTY- SEVEN (3 7 ) COURSES: (1) SOUTH 04 DEG. 11' 04" EAST, 81.12 FEET; (2) CENTRAL ANGLE = 1S DEG. 00' 06" (TANGENT RIGHT), R=400.00 FEET, L=104.73 FEET; CONTINUED VJci e-bi We 16: 4,5 131 UWELL 1'1 -1 -LE CUSTOh1ER SERVICE 530 891 8753 NO. 579 P007 ORDER NO. BU --175688-3 PARCEL Y -, CONTINUED (3) SOUTH 10 DEG. 49' 02" WEST, 335.17 FEET; (4) CENTRAL ANGLE = 60 DEG, 00' 2111 (TANGENT LEFT), R-200.00 FEET, L=209.46 FEET; (5) SOUTH 49 DEG, 11' 19" EAST, 22.01 FEET; (6) CENTRAL ANGLE - 28 DEG. 49' 48" (TANGENT LEFT) R=100.00 FEET, L=50.32 FEET; (7) SOUTH 78 DEG. 01* Of" EAST, 122.81 FEET; (8) CENTRAL ANGLE - 24 DEG. 03' 23" (TANGENT LEFT) R=200.00 FEET, L=83.97 FEET; (9) NORTH 77 DEG, 55' 31" EAST, 243.96 FEET; (10) CENTRAL ANGLE - 80 DEC. 05' 13" (TANGENT RIGHT) R=180. 00 FEET, L=251.60 FEET; (11) SOUTH 21 DEG. 59' 16" EAST, 372.55 FEET; (12) CEN'T'RAL ANGLE, = 40 DEG, 171 18" (TANGENT RIGHT) R=200.00 FEET, L=140.63 FEET; (13) SOUTH 18 DEG, 18' 02" WEST, 235.37 FEET; (14) CENTRAL ANGLE = 39 DEG. 11' 53" (TANGENT LEFT) R_300.00 FEET, L=205.24 FEET; (15) SOUTH 20 DEG. 53' 51" EAST, 217.49 FEET; (16) CENTRAL ANGLE = 04 DEG. 52' 11" (TANGENT RIGHT) R=400.00 FEET, L=34.00 FEET TO A POINT ON THE MOST EASTERLY LINE COMMON TO PARCELS 2 ANA 6 OF SAID ISOM PARCEL MAP WHICH POINT SEARS NORTH 11 DEG. 00' 00" EAST, 19.05 FEET FROM THE MOST SOUTHEltrjy CORNER COMMON TO SAID PARCELS 2 AND 6. (17) CENTRAL ANGLE - 37 DEG. 28' 2211 (RIGHT) R=400.00 FEET, L-261.61 FEET CONTINUING ALONG SAID CURVE TO THE RIGHT THE TANGENT TO WHICH,. AT THIS POINT, BEARS SOUTH 16 DEG, 01" 40" RAST. (18) SOUTH 21 DEG. 26, 42" WEST, 294.89 FEET; (19) CENTRAL ANGLE = 131 DEG. 24' Do-'E(TANGENT LEFT) R-55.00 FET, L-126.14 FEET; (20) NORTH 70 DEG. 02' 42" EAST, 274.60 FEET; (21) CENTRAL ANGLE - 55 DEQ. 08' 46" (TANGENT LEFT) R_120.00 FEET, Lm115.50 FEET; (22) NORTH 14 DEG. 53' 55" EAST, 64.58 FEET; (23 ) CENTML- ANGLE - 79 DEG. 51' 4611 - (TANGENT RIGHT) R-200.00 FEET, L=278.77 FEET; (24) SOUTH 85 DEG. 14'.--180 EAST, 57.49 FEET; (25) CENTRAL ANGLE = 54 DEG. 50' 40" (TANGENT LEFT) R�-100.00 FEET, L-95.72 FEET; (26) NORTH 39 DEG. 55' 01" EAST, 137.70 FEET; (2 7) CENTRAL ANGLE = 41 DEG . 21' 56" ( TANGENT LEFT) R=150.00 FEET, L=108.30 FEET; (28) NORTH 01 DEG.. 26' 55" WEST, 267.19 FEET; (29) CENTRAL ANGLE = 47 DEG. 20' 18" (TANGENT RIGHT) R=400.00 FEET, L_330.48 FEET TO A POINT OF COMPOUND CURVATURE THE TANGENT TO WHICH, AT THIS POYNT, BEARS NORTH 45 DEG. 53' 2411 EAST (30) CENTRAL ANGLE = 57 DEG. 31' 3711 (RIGHT) R=150.00 FEET, L=150.61 FEET; CONTINUED 0�I cb/vie 1-6:4,5 131 UWELL l-1 TLE CU5 l-ONER SERVICE 530 891 8753 NO.579 P008 ORDER NO. BU -175688-3 PAR48L_VI: CONTINUED (31) SOUTH 76 DEG. 35' 00" EAST, 491.33 FEET; (92) CENTRAL ANGLE = 38 DEG. 58' 41" (TANpENT LEFT) R=250.00 FEET, L=170.07 FEET; (33) NORTH 64 DEG. 26' 19" LAST, 107.27 FEET; (34) CENTRAL ANGLE - 61 DEG. 45' 43" (TANGENT RIGHT) R=410.00 FEET, L-441.96 FEET; (35) SOUTH 53 DEG. 47' 58" EAST, 115.80 FEET; (36) CENTRAL ANGLE - 22 DEG. 19' 54" (TANGENT RIGHT) R=350.00 FEET, L=136.42 FEET.; (37) SOUTH 31 DEG. 28' 04" EAST, 90.39 FEET TO A POINT ON THE MOST EASTERLY LINE OF SAID PARCEL 6 WHICH LINE IS ALSO THE MOST EASTERLY, WESTERLY LINE OF PARCEL, 3, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED JANUARY 11, 1978, IN BOOK 63 OF MAPS, AT PAGE 74, RECORDS OF BUTTE COUNTY, CALIFORNIA, SAID POINT BEARS SOUTH 00 DEG. 58' 23" EAST, 984.51 FEET FROM THE MOST NORTHEASTERLY CORNER OF SAID PARCEL 6 BEING ALSO THE MOST NORTHERLY NORTHWESTERLY CORNER OF SAID PARCEL 3. Building Permit Nymber: Qa' LTi J� Owner Name: 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 1998 California Building Code (1997 U.B.C), 1998 California Plumbing.Code ( 1997 U.P.C.), 1998 California Mechanical Code (1997 U.M.C.) and the 1998 California Electrical Code (1996 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 1 of 2 in Building.Permit Number: Q� 0 j Owner Name: C' Parcel lies within the State Responsibility Area (SRA). Comply with attached requirements. 0 Fire sprinklers are required in this structure. ❑ The following parcel map requirements shall be met: All structures and equipment including overhangs shall be clear of all easements. A setback of5251) feet from the side and —,n feet from the rear property lines and 20 feet (25 feet if Federal Aid Route) from the edge of the right of way shall be clear of structures and equipment except for a 2 foot overhang. VZ- 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. Page 2 of 2 I w� , :. � � j , � . fix'_-•_ �.,�' �,� • -'� �� "� u:!�� �.'._.� ��.� �.•� .moi': ' i .i' - 7, Y•... . . ' .�^�G•-,�.�i,�.-�,/y/�. '4ji• ♦.! ,� ^ .� _; .. „� ^� • ::.., �Q to �,�1:' 1'.7 `•� �^ +1�.�•�.t�' •f � � � �• to !•`�Z"� ��83�•�-Z����'�<_, '.=y':-•`••{;� '..:�t!�. ,1f .I�'._.� _I,?j{,�.. ,�,`�: I ov L N• REVIEWEDa;Y,� E- BUTTE CO. FIRE DEP f CALIF. DEPT. of FORESTRY 0 approved as submitted approved with Cone\ er atte sheet. (� st aaturer NOTE: �N noe the attached , ic,n• . I 0 rcr, ReQuirements Q�,.ppo5 E•I> . / n ' Pa 23 e x Sb " (/ es g .r•�•A t..Mt^A GTwR-� '� A NQ.r•.� Fv,,.r��ATiv-� , 3SD /CL__ 1 ALL STRUCTURES AND OVERHANGS SHALL BE CLEAR S F:. FROM - � P ' € CK OF 3 O ' (� dam• � �-- � n , a� l f 71T.* 6 A SET BA 'Sa FT. FROM THE REAR PROPEI FT. FROM THE ROAD CENTEF CLEAR R A-.2 FT STRUCTURES OVERHANG. EQUiI pR n 'PR ,,� obi - 3 � � - 02� � (���`.••• 1 _j INCLUDING I tiSEMENTS• I AND •'�.tNES AND , 1 C ^'� T��f�• /� � I m P #LC CDF FIRE SAFE REQUIREMENTS 3-31-Z5 0 fL,�� A -s AP# PERMIT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made apart 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. ] 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the land owner. Driveway Standards 1273.02 Surface. All driveway surfaces and structures (bridges, 1273.07 culverts and other app--rteaant structures which supple- ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. [�] 1273.03 Grade.. Not to exceed 16 percent unless paved.. 1273.04 Driveway Radius [�} 1. No roadway shall havea horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet radius; 2 feet to those from 100-200 feet. LP 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. ] 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [` 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 ! feet long with a minimum 25 foot taper on each end. 1270.10 Width. All driveways shall provide a minimum 10 foot traf f is lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 oaf - 3.-. ��5�-� ��003 -� � �O(�'�-310-oaf C._�'.� �" V..�:r�e..e.Q AN EQUAL. OPPORTUNITY EMPLOYER WOMEN, MINORITIES, AND HANDICAPPED ARE ENCOURAGED TO APPLY �;L.• li. AP # PERMIT # NAME [ 1273.10 Turnouts. Driveways exceeding 150 feet in length, but I 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 [�fl 1: Gate entrances shall be at least two feet wider than the roadway it serves. [�Q 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. 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 aid larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from 411 property lines and/or the center of the road. 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. [ 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 )r fi:ial inspection of a building permit. Page 2 of 3 AP # PERMIT # N E Other Requirements [ ] If Building Setback is 15 to 30 Feet: - Class A or B roof Enclosed eaves [ ] If Building Setback is Less Than 15 Feet Choose any 1:of the following: - Metal or no doors on side toward property line with insuffi- cient setback Class A or B roof with enclosed eaves - Interior automatic sprinkler system per NFPA 13D Glass area not to exceed 10% of wall area toward property line with insufficient setback - Siding from the following list: Stucco - 3 coat Hardi-Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials S -S -D 2- Q�0,1&f Date Signature Page 3 of 3 �'✓ . L/ Jam, \)� ,' �1.+ • ,"Il `• !'�� a u i �,. PLANNING DIVISION-BUILDING PLAN APPROVAL Use: Date: -�, " Ll— O 2 Parking: Landscaping: Other: ` Signature: `� 1 iMu PUddlov d FLE SuncreSt Series Model 3523U Alt 1 • 3 Bedrooms • 2 Baths • 1,301 Square Feet I MASTER BEDROOM 1640, x Mj9 CORNER BAY nCNY-ffrR� ENTRY BEDROOM 10.•X fr-3- BEDROOM IV -bin -9 ALT. KrrCHEN OPT. RL SED ENTRY OPT. WALK-IN BAYS Sk.,l? Juini •m '..�'.� m }'I SEEM I MASTER BEDROOM 1640, x Mj9 CORNER BAY nCNY-ffrR� ENTRY BEDROOM 10.•X fr-3- BEDROOM IV -bin -9 ALT. KrrCHEN OPT. RL SED ENTRY OPT. WALK-IN BAYS Sk.,l? Juini 1. Owner's Name: — 110 �5' Is? - y 2. Assessor's Parcel Number: Oka 3 - 3 i O - O �- 3. Installer's Name: -X 4. Is the site currently under permit? Yes[ ] N-oN] Permit No. 5. Is the site an existing site? Yes[ ] Mo -N ] (If yes, furnish two plot plans). 6. What is the electrical rating of the mobilehome? WD Amperes. 7. What is the mobilehome site circuit breaker rating? VVU Amperes. 8. What is the electrical rating of the mobilehome site? Z- D;;) Amperes. 9. Is the main service remote from the mobilehome site? Yes[ ] Noj'J ] If it is, what is the rating? Amperes. 10. Is there any other electric load to be served by the mobilehome site electric service (i.e. well, garage etc.)? Yes[' ] No[ ] If yes, please identify the load and size: a) The mobile home site: Load- Amperes - b) The main service: Load- & a-�__& 6 4E Ahiperes- 3o 11. Type of gas service at mobilehorne site: Natural[ ] Propane'V ] None[ ] 12. Size of gas pipe at the mobilehome site from the meter- or tank: 3 " inches. ' 13. What is the gas pipe length from the meter or tank to the mobilehome? 14. What is the mobilehome gas demand? y-,] -A B.1'.U.* *(This information is not required if the pipe length is less than 6 feet on natural gas or less than 50 feet.on propane). :. AE OTHER SIDE OF THIS FORM MUST BE COMPLETED IN ORDER TO PROCESS THIS PERMIT APPLICATION V May 1995 8.5 a� Mobilehome Manufacturer: E'E-rw ool) Manufacture Year: "Z-oo2 If other thin single wide, furnish Setup Model Number: 352 3 v, Width:? --3 to" (ft.) Length: Sb' �L (ft) Tagalong or Expando Size —B• (ft.) x On all mobilehomes manufactured after October 7, 1973, furnish manufacturer's installation manual and structural setup sheets. FOOTINGS: Wood pressure treated or foundation grade[><] Other: SUPPORTS- Concrete block[k] Other: ` Provide Tie Down Specifications for all Mobilellomes: Pier Footings Sizes and Location SINGLE WIDE MULTI -WIDE Line I 4—Line 1 Line 2 Line 2 Main Beams Line 2 .............................................. ine 2 Line 1 Line 3 Line 2 .............•--................................................................................ Main Beano11 ................................................... Line 2 Line I .................................................,>I.ine S Tag or Triple .ine 4 ine I I Line 1 Piers: Size minimum: `') X z� Spacing maximum- From ends -maximum: I o ` Line 2 Piers: . Size minimum: [� z ] x [z`i ]. Spacing maximum: b O ` From ends -maximum: ( p ` �neitoof Loads: �enlum lx oc oion(Urom front): Line 5 IZoof Loads: w try � S �e mmunl: Lgocatidn (from front): g M Line 1 Openings Size minimum. - Each side of openings with width over- F7` Line 4 Piers: Size minimum- [ ] x Spacing maximum:` From ends -maximum: ` (t1 12•c'30 2y1L30 2yy�o 3bk3o Z`tw3o ZCC�„3o OVER N OQL: C3 -rEwT Twe6 �caor w Qor�j�), Q �02 L lo.- to I S -37R2' 0('`Is� i �x at„ �rIt'-4��i}it,p+' JN® c�trrf . !{14��="OF r.4U i ! ` O LIIA Q u...«et,• 6 survle�als"7 i1 u Atti r."'a. ••t... .G 1�.3 OOQII aBr.,R4 ..a R[Jt,p, .., a.z� =�.z�u — yyy�� ���,iQ i/.p� „ 71W., Ah`O�NM+- .. - < \5 F&W.rt, ��•,�<f':- �rl.iU-� Aid. l ' ofot/- ! Laid=- LGITL?lt�N I / rq-- _ _� °� -- I 101. ✓�J 58.• T.T. - C /T! - . 49 iter. i � CIA � s � �r� . . COMsiu� - Q MAX rt.. b_"X wvz7 LOAN , Ne,• (� Ra ,c.r wzt �\ ✓\/F+TQ ''1I\� L —i�.Y✓� �� _ _ 'ul �If �r \\ �` ai00 2B a+:x• �~ J2 ze arra' .. V 1"'L 8t+17�y_fi+.�.7 1=-- �1�•� el'ifo �� �Q!l yam. 3 8 ,aa 32 7 aw. w :ra � 192_i r- fj ` \ '- r�p� l�o�/gf Fi�� r Ii,CO ,, .µ T a a n� ysao � a El g 51 Q0 A I"•.r, rx-( 1(��{/(� ��1 Z ` Z 0\03 _ J 1ID .\•'1 .' Fis.c(ipCL \i SC I iZ4,Q P as a 5 a 1 • v T � 8 4 44M s w aa• I a B ' EC►4BSS 7 ^� A O ` - + y0p e 9 YC 1 ' 6�eaets 3 4W a 9 7v a2 , Z4r"J r ( 2' Ba:YT's ,,:m ' ne�asa� 2'• s � • Y � Jo= ot�ro wt-) 21tt Z AL`r k4fi� tf 5 _ 7 , �Z��P�IntarNe.4fChsfEsaeL7rtiRsr /� ^/a � .rciZr',L c�b bj _ylvprh s�yorivld;h ll�bl'10't �+. r•.� Hor c. YSTAV MyY, - I DA;ti � WINDOW/DCOH SCN»ULE i °�� ax ,err .aq 7r u v ya, °tSrr,rf't 0 I.Ea�o. � tom- u» ^-MTT01 cm '"rQtsnersr„0,,.c ` <tnr000 0 9�PLTYR tgrt�;K �L5.l•.lp- rii ur7.r,rrr,xQ at„ �rIt'-4��i}it,p+' .+Lf FLOOR PLAN r� ,,�=j SHT t t ` p (dn�a..atrwr 0UN . !{14��="OF r.4U i ! ` .c.►tlo,.tarac.•eLF L SR _7 52 a '-'-aJS7,mm"C ru-.2 . Q u...«et,• 6 survle�als"7 i1 u Atti r."'a. ••t... .G 1�.3 OOQII aBr.,R4 ..a R[Jt,p, .., a.z� =�.z�u — yyy�� ���,iQ i/.p� „ 71W., Ah`O�NM+- .. - - n -� 10 vvl -14 S' S L ad* ,r e K y Z F-Av% t>EL- � 'o W d IL U N W m m N u') m m m . Q Lr) CS) N CD M N Lo CD CD 2"x STEEL ANGLE DETAIL "A' CHASSIS FRAME 1114" GRIPPER PLATE (2) REQUIRED 1/4" GRIPPER, BASE 1/2-13UNC-A307 x 4" BOLT WITH NUTS (4) REQUIRED 01 1/2" SCH 40 PFPE RISER WITH - 01/2" ADJUSTER HOLES AND 3/8" THICK TOP PLATE 02" SCH 40 PIPE STAND WITH TWO - 01/2" ADJUSTER. HOLES ABESCO ABS PAD #503 STEEL FRAME -� SEE DETAIL "A" 3/E" CAD PLATED BOLT, NUT & WASHEP, COUNTER BORED FLUSH WITH BOTTOM AT 8" O.C. (8) REQUIRED - 114" STAND BASE + ,— ABESCO ASS PAD X503 36" MAX TO BOTTOM OF PAD Q � sil f2"x 3" C. R. LOCK PIN WITH 01/15" BRIDGE PIN i 37" 18 1/2" I 1( STAND —BASE TOP VIEW COACH "C" FRAME 2" CHANNEL 1/4"xI-1/4°- TEK STS (2) REQUIRED 1/4" GRIPPER BASE 1/2" A307 BOLT (2) REQUIRED 3/8"x 6"x fi" STEEL PLATE 1/2" A30' BOLT (2) REQUIRED 10.00 - i TUF-1 PERMANENT EOUNDA T ION SYSTEM I / COACH "J" FRAME 1/4" GRIPPER I� 1/4"x1 -i/4" PLATE TEK STS -f-1 ��� (4) REQUIRED 1/4" GRIPPER BASE 1/2" A307 BOLT (4) REQUIRED C—BEAM J—BEAN; ATTACHNI=NT ATTACHM NT 1/2" DIA. HOLE (8) PLACES 1 --- -- — — — 30" — --- - -- —� STEEL FRAME TOP VIEW STATE APPROVAL t V9 Ra r4 v� a Ocq z'= a s u Zo<,> < - L) Z" 0 E. fah o p > °O e gym z o a --"�za WAYNE T. POLVADC, PE -LISTING NO r O r) U7 W co Q (V 0 CV IL O CN m 1/2"r 3 1/2" - I 3/4" DIA. x 18" LG. EXPANSION ANCHOR ,\, 1/2 x S" EON{ (4) REQUIRED (4) REQUIRED ANCHOR BOLI �\ S (4) REOUIRED iI 3/8" CAD PLATED BOLT, NUT 8 WASHER, rI COUNTER BORED FLUSH WITH BOTTOM kT E" O.C. .. _ _ (8) REOUIRED CONCRETE PAD INSTALLATION CHASSIS FRAME 1/4" GRIPPER PLATE (2) REOUIRED 1/4" GRIPPER BASE 1/2-13UNC-A307 x 4" BOLT WITH NUTS (4) REQUIRED $1 1/2" SCH 40 PIPE RISER WITH 01/2" ADJUSTER HOLES AND 3/8" THICK TOP PLATE 02" SCH 40 PIPE STAND WITH TWO 01/2" ADJUSTER HOLES 'ABESM A03 P40 X503 STEEL FRAME POURED IN PLACE 16x16x12 CONCRETE � "OUNDATION INSTALLATIOA! tilli_ti,< 1y-'tt.:1 0 1- op LIGHT HEAVY—WEIGHT PLASTIC PAD INSTALLATION 36" MAX TO BOTTOM MULTI -WIDE UNITS (4 \ OF PAD _ SINGLE WIDE UNITS LENGTH OF WIDTH OF HDME LENGTH OF WIDTH OF HOME �• HOME 24 26 28 40 HOME 10 12 74 16 UP TO 44' 8 8 8 12 UP TO 44' 6 6 6 6- 0 1 /2'x 3" C.R. 44'-i' to 66' 12 12 12 LOCK PIN W17H OVER b6' 16 16 tb 18 44 _1 to 66' 8 8 8 E 01/8" BRIDGE 22 OVER 66' 10 10 10 10 PIN NUMBER OF TUF-1 REOUIREO NUMBER OF 7UF-1 REOUIRED NOTE: SINGLE WIDE UNITS REOUIRE (4) E -Z TIE PADS. GUS GUARD TUF-1 PIERS ARE I 10 BE PLACED AT APPROXIMATELY EQUAL INTERVALS ALONG EACH FRAME RAIL. i'k _ 37" 8 1/2'. w , IUF-1 PERMANENT FOUNDATION SYSTEM 01 STATE APPROV_A.L. 9 WAYNE T lz 0 I=lP" 1 if Z a H; .u-0 F ( o CG UNIY 0 1- oo p r�O LTJ �> i IEoCiFll i 1�1���'V'. yy, FWvE P� .7 POLVADO, PE—LISTING NO. F94249 SHEET+3 0f 3 0 V W CQ Q r• CD N m m m v Lr) r- m N 0 0 N LO CD N O GENERAL NOTES GUS GUARLI TUF-1 I. AES 1GIV LOADS: UVE LOAD - 30 L8. FLOOR, LIVE LOAD - 40 PSF WIND LOAD - 80 MPH EXPOSURE 'C" SEISMIC ZONE "4" SNOW' LOAD 100 PSF (SEE NOTE #15) 2. THIS FOUNDATION SYSTEM IS DESIGNED TO BE CONSTRUCTED ON A FAIRLY LEVEL SITE WITH NO EXISTING SOIL PROBLEMS. -• 3. CHASSIS BEAD SUPPOP,TS.SHALL BE LOCATED AND SIZED FOP, THE LOADS AS SHOWN IN THE "MOBILE HOSE INSTALLATION INSTRUCTIONS". 4. IN AREAS WHERE DIFFERENTIAL SETTLEMENT .(D.S.) CAN OCCUR, MANUFACTURED HOME SHALL BE READJUSTED WHEN OS EXCEEDS 1/4", OR WHEN IT WILL ADVERSELY AFFECT M0814.E HOME UNIT. 5. CARRY ALL FOOTINGS DOWN TO FIRM, UNDISTURBED SOIL. FOOTINGS ARE DESIGNED FOR 1,000 PSF TOTAL LOAD SOIL PRESSURE, AND SHALL BE COMPATIBLE WITH LOCAL SOIL CONDITIONS. COMPACTED SAND MAY BE USED 10 FILL LOCAL VOIDS UNDER PADS. 6. STRUCTURAL STEEL: FABRICATED ACCORDING TO A(SC SPECIFICATION, WELD ACCORDING TO AWS SPECIFICATIONS, ELECTRODES -370 PLATES -ASTM A35 BOLTS -SAE GP. 5=ASIA; A449=ASTM A3725. 7. THE GUS GUARD ASSEMBLIES SHOWN ON THIS PAGE SHALL BE LISTED AND LABELED BY BSK AND ASSOCIATES FOR THE FOLLOWING LOADS: ALLOWABLE LOADS: HORIZONTAL VERTICAL GUS GUARD TUF-1 22001 6000p GUS GUARD MGP PAD 2200# 6000# GUS GUARD E -Z TIE PAD 2200# 60001 S. DUPING PRELIMINARY INSPECTIOtZ, THE ESTIMATOR SHALL ENSURE THAT MOBILE HOME CHASSIS BEAMS ARE OF STANDARD SECTION. 9. EXISTING COACHES MAY BE RETROFITTED TO RESIST SEISMIC FORCES BY INSTALLING GUS GUARD •TUF-1 UNITS AS SHOWN ON THIS. PAGE OF TYPICAL fOUNDAT10N PLANS. 10. THE GUS GUARD TUF-I SYSTEMS ARE SAFE FOR INSTALLATION IN FLOOD PLAIN AREAS WHERE DEPTH OF FLOODING DOES NOT EXCEED THE HEIGHT OF THREE FEET. 11, MULTIPLE UNIT INSTALLATION IS ACCEPTABLE PROVIDED THE NUMBER OF TUF-1 UNITS UNDER EACH UNIT IS THE SAME AS SHOWN REQUIRED PER EACH UNIT. 12. SINGLE -WIDE UNITS REQUIRE ADDITIONAL RESTRAINT. ' (SEE SHEET #3) 13. ALL METAL COMPONENTS AND ATTACHUENTS ITEMS SHALL BE PROTECTIVE COATED. 14 WHEN CONCRETE SLAB 16. FDUNDATION BLOCKS 16"x 16"x12" POURED IN PLACE Ai GROUND LEVEL MAY BE USED AT INSTALLERS DISCRETION ALTERNATIVE TO PADS. SINGLE WIDE COACHES DOUBLE/MULTIPLE COACHES E= 2' MIN. / 8' MAX. E= 2' MIN. / 11' MAX. S= 6' MIN. /16' MAX. S= 6' MIN. / 22' MAX. �I' - VARIES 10'-70' (SEE TABLE ON SHEET e3) --•— i+� — S— .I S-- --5---- I i ❑ FI . RIDGE BEAM SUPPORT AS REQUIRED BY MANUFACTURER (TYPICAL) ❑ .. { .. V ❑ ❑ ❑ l-7 8' NOW. U z Row. E /I,,[] PADS IN ANY PAIR MAY BE STANDARD M.H. FOUNDATION ROTATED 90 DEGREES OR PIERS AS RECOMMENDED BY PVC SERIES OFFSET TO OTHER SIDE TO THE MANUFACTURER OR THE AVOID CLEARANCE PROBLEMS. ENGINEER.. TYPICAL THROUGHOUT SUPPORT PAD (TYP) 7 �S-i1 t. i .3 17918 �F c jo ``t+�� IS IA . EXISTANCE, . PAD IS NOT 0 REQUIRED. V ANCHOR STAND TO CONCRETE SLAB WITH TUF-1 PERMANENT. FOUR (4)- 1/2"x 3 1/2" EXPANSION ANCHORS. 15. GUS GUARD TUF-1 FOUNDATION SYSTEM PROVIDES FOUNDATION SYSTEM ALLOWABLE SNOW LOAD TO 100 PSF WHE1I INSTALLED ABESCO GUS GUARD COMPANI' WITH EXISTING STANDARDS REQUIRED BY COACH 5851 FLORIN-PUARDCo AD MANUFACTURER OR REPLACE THEM ON A ONE TO ONE BASIS. I SACRAMENTO. CA 95823 STATE APPROVAL �o6-1 A u ° lug o �? ._ U O t• _��c, u 1 p] LJ Fes. C7 m 0 .4 i y Q n OLLJ < U OA I, p m lis tL w F` > co O m p (i c GO OF - - --a >, WAYNE T. POLVADO, PE -LISTING NO. F94249 SHEET 2 of 3 SITE PLAN REVIEW APPLICATION Date: 2 -- 27— O 2 Permit Number (if applicable) p2_ 0bIf!� AN O 6S -.31 o-02 APPLICANT INFORMATION Parcel Size: 3 2 Z -e - Owners Name: Owners Address: Ct X 3�i Lj J4 1 C C L"xe c, v -T- i v F- W o'er -Is 5 Telephone No.: & `2 Situs Address: Proposed Use: Residential ❑ New Single Family Residential ❑ Single Family Addition 'n Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): [:] ❑ Single Family Remodel ❑ Commercial Remodel ' ❑ Industrial Remodel ❑ Well DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) ® Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved By V�� Date 'Z- Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: N Snow Load Area: --t-'O ` ,&VO -'�T-- ❑ 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) ® SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: X • Flood Panel No.: C33i S 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 Zoning: 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 Side 3 Side Street Rear 30 Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Applicable Development Fees: Standard Fees Amount ❑ Fire - ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area Road ❑ Thermalito Impact ❑ Other Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) Formula * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By Deeds: Date of Creation: Deed of Reference: Parcel Frontage on Publicly Maintained Road: Complies with County Standards for Deed Creation: Comments: Legal Access Provided: ❑ No Legal Access Required ❑ No ❑ No ❑ Yes, Road Name:_ ❑ No ❑ Yes ❑ Yes ❑ Yes ❑ Parcel Deemed to be legal ❑ 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 I Subdivision Map/Parcel Map: �1 En A ��i- t LAS SUS fqj p , Map Date of Recording: 2.- to - 8 lP Lot: 2-9 ❑ Use Permit/Minor Use Permit Permit Number: Book: ) 0 6 Date of Approval: ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 83/8V Page: ❑ 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 on slopes steeper than 30%. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ A plan prepared by a certified arborist, botanist or landscape architect that shows the existing on-site mature trees, located in any area proposed for buildings and vehicular access, and provides for methods to protect the trees identified to be preserved, shall be provided to and approved by the Planning Division prior to the issuance of building permits and/or prior to grading or vegetation removal. The removal of mature trees shall be minimized, where possible. A mature tree shall be defined as a tree with a trunk measuring 4 inches in diameter, 4 feet from ground level. Mature trees removed shall be replaced on a 3 -to -1 ratio, utilizing existing oak tree stock. Each tree to be preserved shall be surrounded by a circular zone (minimum 40 -foot radius) identified by an orange fence during construction activities. No vegetation removal, soil disturbance, or other development activities shall occur within the fenced area. ❑ 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. Page 4of5 N, x Summary of Specific Requirements: No.N This information provided in this summary is based on the application information and on the best available data at the time of review. CAMy Documents\Building Permit Site Plan Rcviewl.doc Page 5 of 5 School District A.P. Number Property Owner Property Location/ Subdivision rr e BUTTEANTY SCHOOLS IMPACT FEE CERTIFICATION4M LOT NO. .................................................................................................................. Residential Development ® Sq. Footage ` No of Living Mobile Home Addition/ 'Supplemental to (Group R) Units Installation Conversion Permit # .�� '(No foundation inspection); ndustrial Department Representative (moor mans reviewea pv ,cnooi UistnCt District Identifi/cabtion No. (fix/j / / / aa-lso School District certifies that Jd (Street Address) Sq. Footage (Including Exterior Ro • fed Areas) ; -7 7 D � Date (Applicant) (Phone Number) In (City). (State) (Zip Code) hascompliedwith the requirements of Resolution No.� �� by payment of $ p% representing / �. JD / square feet. AB 2926 $ FULL MITIGATION $ School District Representative Date Paid by Check # Remarks: Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.x(s (10/98)dmm R -P -P � '�,ACA 6ZA) -4 FLEETWOOD. 0 Suncrest Series Model 3523U Alt. 1 • -3 Bedrooms • 2 Baths • 1,301 Square Feet _ O - - 1 --1❑❑ L- — I 1-� aHD W/GLASS - OPT i ' i ' I i INSERTS ON �M DINT SIDE � I - - _UTILITY. M.:- - ITCH 1 —' SNACK . DINING BAR AREA r1 BATH I I' O BATH ® - -f- x tr-5^ BEDROOM la-4"X n'-s^ _ _ ---------- 0 WALK-IN LLO$ET._ r --- ----- PANTRY 2s' 6" MASTERi BEDROOM LING ROOM' I BEDROOM to-to^x tr-s^ " ENTRY NIS WIN OPT WALK-IN BAYS OPT J — — — — �❑ --- � CORNER BAY O , I - - I I� Ly t :.�t�n - APPAQ�tED - BButte iu OPT. DEN - - - - - - - 1 12'-10^Xtt'-s^ - - _ PANTRY • - P BOOK SHELF - - f 011 RECESSED ALT. KITCHEN o ,ENTRY SU/17/OCT01 a, F NRE .. Exterior • Fiber cement siding built to resist weather damage • 2" x 4" exterior wall construction provides a sturdy frame T�Yansverse 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 16 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 • Ash 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 • medicine cabinet provides convenient Recessed • Master bath has a large one-piece oval tub/shower 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 • Moen® metal single lever shower faucets - "Buy it for looks. Buy it for life"TM • Moen® 4" metal dual lever faucets - "Buy it for looks. Buy it for life." - 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 Kitchen • Whirlpool® appliances provide confidence and hassle -free service - 30" free-standing gas range - 14 cubic foot frost -free refrigerator • Moen® metal single -lever metal faucet - "Buy it for looks. Buy it for life' m • 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 storage space in each bath Note that square footage, is mmeasured from exterior wall to exterior wall, and is an approximate figure. Length indicated in floorplans is floor length only. Renderings 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. Ask your retailer TWEARfor specifics. (Add four feet to arrive at transportable length.) PRICES AND SPECIFICATIONS SUBJECT TO CHANGE WITHOUT NOTICE OR OBLIGATION. WARRAMY ® 01996 • Zone II insulation package for energy efficiency, 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 • Intertherm® 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 • W 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" x 6" exterior walls with R-33 ceiling, R-19 wall, R-22floor insulation AMkft FLEETWGOD. FLEETWOOD HOMES of CALIFORNIA, INC. a subsidiary of Fleetwood Enterprises, Inc. 18 N. Pioneer Avenue Woodland, CA 95776 (530) 662-3223 Sun7/JUL01 M & M Equipment 452. MaO Aolta Ridge Rd. Cohasset Ca. 95973 LIC #646049 (530) 34.3-6244 March 20, 2002 1"=70' N Tommy Slattery Zinfandel Dr.; Chico Ca. AP #063-310-029 1000 -Gallon Tank 300' Leach Field 6" Rock Under Pipe Zinfandel Dr. PG&E Service to be overhead Slope 6% lil Proposed Water Line NOTE Alternate Leach Fiedds will require an effl.uent pump system Proposed Propane f Tank HouseE - . 300' Alternate Garage • Fields Proposed Septic,Tank r 300' Proposed Leach Fields INTER -DEPARTMENTAL MEMORANDUM TO: BUILDING DI IISIO> OROVILLE FROM: DATE: ENVIR. HEALTH, CHICO RELEASE ENV. HEALTH HOLD ON BUILDING FINAL FOR: OWNER NAME:S���'� SEPTIC: WELL: AP#: 6&3^.3/a as,g ADDRESS/LOCATION: —2/44 kG:'-Z LJK� Comments: GL/memos/releasehold NOTES v3A 6 , - l, ►L 12 RESIDENTIAL 063-310-029 �~i+02-0432 SLATTERY, THOMAS q j,'tSZINFANDEL DR.H CONT: EXECUTIVE HOMES 20 X 20 GARAGE �F— ICE COP _ `gas Addressol ' GA W *l/ Meter By • B Date WL iMeter By Date SPECIAL CONDITIONS CHECKED - BY SRA FLOOD CERTIFICATE REQ. w FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB=STANDARD HOUSING LETTER I otd -pnaj Fey -rl nai (JQ . x2V,4 FS JOB FINALED (Date) I-/_ C)3 ca Signature �/ �� V= OK 0 = Not OK - = Not Applicable RESIDENTIAL (Single & Duplex) = Not Ready Date FRAMING (Continued) Underfloor (Plans) OK except #'s Hangers -Post Caps -Anchors -Connectors 1. Zoning -Setbacks -Easements -Flood -Slope 48. 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ P' Ftg. Depth 51. 4. Ftg., Porches & Decks; Soils -Steel-/ P' Ftg. Depth Property Line Firewall & Openings 5. Stemwalls, Main; Ste el-Blockouts- Wrapped 66. 6. Stemwalls, Garage; Steel-Blockouts-Wrapped G.F.I. & Bath Fixtures & Tub Access -Spa 6a. Hold Downs and Special Anchors 69. 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 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground Date 88. Card B-1 Date Card B-1 Date 89. Card B-1 Date Card B-1 Date 90. PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Battle 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 Date 22. Gas Pipe; Sixe & Anchors 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 ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subteed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral Q Yes Q No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 40. Sills Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-Rolf Brac.-Truss-Shting. -Ring. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. 4kCar Walls; Nailing -Bolts Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings - 62. Infiltration -Walls -Windows 71. Elec. Outlets at Wood Panel, Int. & Ext. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Ramex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor Q Yes 82. Following Insild./Drive J Yes J No/Walks J Yes J No/Planters :j Yes J No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clea rance to Openings 86. Water Well, Disconnect, Electrical, Plumbing: 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: J = OK 0 = Not OK - = Not Applicable ' MOBILE HOMES = Not Aeady _ Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or/ /"L"ft./ PLPG 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 Cent. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Onlv: License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-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 FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ?LEET'AOOD HOMES OF CALIFORNIA, INC. L8 N. PIONEER AVE. ?0 BOX 1308 gOODLAND, CA. 95776 MC# 17 )ate of Manufacture HUD label No.(s) PFS0751003 PFS0751004 Manufacturer's Serial Number(s) and Model Unit Designation SUNCREST 3523U ,AF'L217A25539—SC13 ZAFL•217B25539—SC13 )esign Approval by (D.A.P.I.A.) PFS CORP. This manufactured home is designed to comply with the federal manufactured home construction and safety standards In force at time of manufacture. (For additional information, consult owner's manual.) The factory installed equipment includes: Equipment Manufacturer Model Designation For Heating NORDYNE MlMB070 For Cooking WHIRLPOOL SP387L Refrigerator WHIRLPOOL EDSCH Water Heater RHEEM 21I40T Smoke Detector RIDDE 1275E Dishwasher WHIRLPOOL DU890S Garbage Disposal MONARCH 820XL HOME CONSTRUCTED FOR X ZONE I ZONE II ZONE III EXP. "D" This home has not been designed for the higher wind pressure and anchoring provisions required for ocean/ooastal areas and should not be located within 1500' of the coastline in Wind Zones II and III, unless the home and its anchoring and foundation system have been designed for the increased requirements specified for Exposure D in ANSI/ASCE 7 - 88. This home has ( ) has not (X) been equipped with storm shutters or other protective coverings for trindows and exterior door openings. For homes designed to be located in Wind Zones II and III. Nhich have not been provided with shutters or equivalent covering devices, it is strongly recommended that the home be made ready to be equipped with these devices in accordance with the method recommended in manufacturers printed instructions. III in Design roof load zone map: _ North 40 psf X South 20 psf X Middle 30 psf Other psf COMFORT HEATING This manufactured home has been thermally insulated to conform with the requirements of the federal manufactured home construction and safety standards for all locations vnthin Uo value Zone 1, 2 , 3 . (See map at bottom) Heating equipment manufacturer and model (See list at left). The listed heating equipment has the capacity to maintain an average 70 degrees Fahrenheit temperature in this home at outdoor temperatures of — 6 6 degrees Fahrenheit To maximize furnace operating economy, and to conserve energy, it is recommended that this home be installed where the outdoor winter design temperature (97 A%) is not higher than —25 degrees Fahrenheit. The above information has been calculated assuming a maximum wind velocity of 15 mph at standard atmospnenc pressure. COMFORT COOLING F1Air conditioner provided at factory (Alternate 1) Air conditioner manufacturer and model (see list at left). Certified capacity B.T.UJhour in accordance with the appropriate air conditioning and refrigeration institute standards. The central air conditioning system provided in this home has been sized assuring an orientation of the front (hitch end) of the home facing . On this basis the system is designed to Maintain an indoor temperature of 75°F when outdoor temperatures are 'F dry bulb and °F wet bulb. The temperature to which this home can be cooled will change depending upon the amount of exposure of the windows of this home to the sun's radiant heat. Therefore, the home's heat gains will vary dependent upon its orientation to the sun and any permanent shading provided. Information concerning the calculation of cooling loads at various locations, window exposures and shadings are provided in Chapter 22 of the 1989 edition of the ASHRAE Handbook of Fundamentals. Information necessary to calculate cooling loads at various locations and orientations is provided in the special comfort cooling information provided with this home. 1KAir conditioner not provided at factory (Alternate II) The air distribution system of this home is suitable for the installation of central air conditioning. The supply air distribution system installed in this home is sized for a manufactured home central air conditioning system of up to 6 3 , 5 O 0 B.T.U. /hr. rated capacity which are certified in accordance with the appropriate air conditioning and refrigeration institute standards. when the air circulators of such air conditioners are rated at 0.3 inch water column static pressure or greater for the cooling air delivered to the manufactured home supply air duct system. Information necessary to calculate coding loads at various locations and orientations is provided in the special comfort cooling information provided with this manufactured home. To determine the required capacity of equipment to cool a home efficiently and economically, a cooling load (heat gain) calculation is required. The cooling load is dependent on the orientation, location and the structure of the home. Central air conditioners operate most efficiently and provide the greatest comfort when Meir capacity closely approximates the calculated cooling load. Each home's air conditioner should be sized in accordance with Chapter 22 of the American Society of Heating, Refrigerating and Air Conditioning Engineers (ASHRAE) Handbook of Fundamentals 1989 edition, once the location and orientation are known. INFORMATION PROVIDED BY THE MANUFACTURER NECESSARY TO CALCULATE SENSIBLE HEAT GAIN Wats (without windows and doors) .................................... 'U' .06 Ceiling and roofs of light color ......................................... 'U' .03 Ceifntgs and roofs of dark color ....................................... 'U' .03 Floors........................................................................ •U' .05 Air ducts in floor........................................................... 'U' .05 Air ducts in ceiling......................................................... 'U' NA Air duds installed outside the home ................................. 'U' . 2 5 The following are the duct areas in this home: Air ducts in floor........................................................... 82 sq. ft. Air ducts in ceiling.......................................................... NA sq. ft. Air ducts outside the home ............................................... 56 .5 sq. ft. U/O VALUE ZONE MAP WA / NH ATT NO VT ME OR ID MN U f fr1A SD WI NY WY MI Rl NV NE IA IL IN PA CT OH NJ UT COVA DE Mo SC ZONES U -VALUES ` TX LA IMS AL 1 GA = 0.116 AK 2 !' L,� •� o= 1 \� 0.096 FL 3 H1 i 0.079 I A COUNTY OF BUTTE BUILDING DIVISION . . . . . . - DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico; CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER 3D - PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. �r i _ s w �v 1 ,�a �.L t �4 i Date Inspector REV 10/92 COUNTY OF BUTTE ; i ...' ........ . 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 R -D14 PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, (please contact this office immediately. _ Date ' 21' PZ— Inspector REV 10/92 d <yr State of Califomiai ... i a Business, Transportation, and Housing Agency �P` IGF r 110 • , Deportment of Housilig an8 Commurtky DevAlopjneiii ' d t ' r"'� ' �`• Division of Codes and Standards APPLICATION FOR: j , • '" �' ; '; �= ❑ Alteration/Co�version� p�Jvel to*RemanufactU`re ❑ Alternateff pprwal ❑Technical Sl rvj��s L1 Replacement Insignia Codif* Inspection , '.%J.' '�� r �t~. 1SEE REVERSE SIDE OF FORM FdR�"I"NSTRUCTIONS AND ADDITIO L IN1CORf�J1T104) i I CONTRA �'OR/0VV B61116R 6115CLARATIONS SECTIU 1 UNIT INFORMATION 1 f• - +Nor a IN d.� . eici PU Comnimial Coaches or #teciieatD Jeh le �'T I/We are requeitmg services for the following unit(s): 1 IC'ENSED C' rrt ti?AfRS DEC R_ TION,_' r (Check Appropiiate Box) > hereby affirunde alty.o , tHai l m . nsed under Ir ( k s r visions of,Chapter $c�c m on 7000) of Division 3 rManvLfacturld Home/Multi-Unit Meriufactured Housing f+xo Business and Profs onsC rilltny4icense is in full force and fbcturid Home/Multi-Urlit Mfg. $Isg. Component Structure �feffect. -'!f• / RecreationaiV,ehicle Commercial Coach (OccuparGrou� license Cla LiC No. Exp. Date i 4 Ar /may Special PurRose Com rcial Coach J Contractor %iV�-�Date: fav t"'- � Decal or License�tto. }' k 2. OWNER- I ER CLAW(ON I{iereby a r persalty ofaperjury that I am exempt from the Serial Number(+l r icense rfor the following reason (Sec. 7031.5), mass and Professions Code: Any city or county which requires a pefmit to con struct,'alter, improve, demolish, or repair any structure, +' ` prior to its isst�ce, also requires the applicant for such permit to file a sipnod sratemrnttbathe_or_she is_Iicensed pursuant to the rovis—ions of Manufacturer Name/ t STATE OF CALIFORNIA mac^ry` 14odelName J•+��%N ���v/ Department cf Hot:sing & Cominunily Deveiopment ° ' •SDG ` Divisiorl G`Co 1P' and SI U- ? � '1 - !ar of Manufacturer . r COL`NO. � .FEE RECD• �• r DATE RT TO % - RT BY a ar j, s % \�F. FINAL WON CERT!FICATiGI. '` `c lignia/HUD Label Nr mber(s) _Y7 (L7�d DO LATE: .(g ICTION 2 - W ER/APPLICANT NFORMATION tr' ---,M40.. et R�-tesenta'!•re} t,D 4o.) t ''''�,%�•*' (, d_S Jt �1 / lwesr7elephone No. `�O� LABOR 7'.?:;: A;1!•:A: I tlo-th ❑Sri -;ah County No: - lressr TRM;!.cS t�'ei i. 7 ,- ,.G�F//�+t .. -County `--� Zip _kation of Unit,if Different T!!JE: IN3F/F,CT _-L_ TRAVEL TIME _ ian Above iplicant - I~W � inSPEC?li?N DAr.i: Priv tte 'roperty ❑ MH PARK ' *50. ldress Ju rt HOM.�/(1NiT �_ Fi.r (kS _-iia- j c• �f /� %� y --- ------�_�._- - ty lir �(,� Zip % 5�� Telephone No. / CCJ / 7`� :OLATICN DATA; TOTAL CCRZECTIONS: FMPCi/O NP r CTION 3 - CONTRA TOR,,IARC/h!^7E�CTT ORENGINEER INFORMT�1b.N �— - ontractor's Name/( ��• �� r �C / / G�/«r� FEF CjL'.ECT!ON AND G1 HSR MFCRM.ATIGN: fr EES: DATE I ddress� ITEMS i SIJEO: HCD, 54 ❑ Gas ❑ Eiectric ,r] nS.I.A. rchitect/Engineer Name License No. P.?T'tC.iMENTS-❑ Tixdo•v_iCen_❑ CtS er __- _ _ �ddress fir.. I'Efcrrzlr e:o: F -!!-.E Q �rrirl_ E CLOSED iECTION 4 - DE$CRIPT19 OF WORK/ACTIVITY AND VALUATION 3 Policy Number / C Gf J J�� (This section need not a compete i the permit is or one undre dollars ($100) or•.essT: 1 1 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 worketg'compensation laws of California, and agree that if I should become subfeggt to worker' compensation provisions of Section 3700 of the Labo-rdd�e, I shat , f6 , rith comply with th se provisions. Applicant 4 r yDate WARNING:A L MPEN�TI�� • �' COV AGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRI AL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED .THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THELABOR CODE,, INTEREST, AND ATTORNEY'S FEES. *_ til �f�r . 4. CON9'tAU 1�N LENDING AGENCY i, I herl dy`rwc rider penalty of perjury that there is a construction fending egephe performance of the work for which this permit is , is6uedi(Sec.iv. C.). +Lender's Narl Lender's Address "5. FERTIF(CbTION r1� y * I Ce� y' Diat I have read;t4s, 8pplication!and state that the above < informatidn h correct. 1 egre6 to comply with'a4 city and county ordinancep anti statgdaws relating to building construction, and '. hereby authdnze representatives of. this county to enter upon the a e•m ventioned property�o speAon purposes. 1.- HCD 415, Side 1 (02/96) ' DISTF Describe the proposed work/activity in detail. Attach additional pages if necessary. If structural alterations /or remanufacturing are proposed, complete plans, specifications, details, and calculations must accompany this form. Check box ❑ if plans accompany this application. Provide the make and model of any appliance to be installed and provide complet%electrica( calculations for any electrical alterati" or additions. d Indicate the Total Cost of the Work to be Performed r " SECTION 5 - SIGNATURE AND CERTIFICATION _ y I/We hereby make application for the services designated above. If applying for replacement of a lost insignia for the unit described in SECTION 1 above, I/we certify that there have been no alterations, additions, or modifications to the unit that would affect the unit's compliance with California or federal law ,or the rules and regulations of the Department. (If alterations, additions, or modifications have been made, a codipg inspection must b'e' obtained.) - Signature Date (Owner of unit must sign, when a replacement insignia is being requested). `-a ` DEPARTMENT USE ONLY vAPPROVE []CONDITIONS (see reverse side) Q Disapproved (see rev' [se -side) r ­.� ��Sienature of Dep9rtment Representative • _ _ /Date r DEPARTMENT T--'''W.H 1 - OWNER/APPLICANT ,, APgLICA , 1`)V FOR: A''t%,- y ,r Con: 'nn. An •3� i it 9pplic...:,, v - v a j" r C ❑ sl num`berb , ­11ir- p eid,N the nal: 4..n filing r 9:812-0031 ie :'n4� neirDe ^!ply. Pre . nbr st t S C, rJi r :rtmer.; at .° '1i 3. r 3 Jcrl iervic nn, .-drv.:.r rn orovoeo r 'Digi r y[Ll Lrn[ Q'" ,Le 'L" . •�J�Q: h+.v that .:i - D yU_ *SOr 3 It .. yr i trrtnnt far . INSTRUCT10iVb. or do ., on of ..a..re footage 'r, .[Gr Je .. 1-3 thu A Ar„a Osr,,.. .r n... .% 1. , .., tr ••al to r..... r, n, yt31 or:- .d rd b :F - ,t .. 0,t r,,n.. ^ 9' 1r - -.. ., :.pq IL'' an r. • 1Y. .y � . JY �� +j�2 v_i:an r•da. 'M,: r... dind .0 t •• � i' -"ith A ;c ata rr' 7n” . i ZOPA :nt 1:[c 'near Compl:,;tJ $r,C' rin I. 2 & 5. nr.lpi�_,p ,,(fi'C.. e,en ar gin fte3 t• D v ., n or,- _.. � �mi Coity De. _ P.O 6dx 31 &',cram nto. A e .r r ..: [ur 0 F•eoi.. a-- Section, .. �� th �':. =nt at .9161 .J. 4 f * 'at: Iction. A -d. n .Pecton d• :ode Con' . -ri is req. ,, r'a, CC,. c Jr ve .. Corr,, cr .OvPr.:r Ei. iclerations ar..7 ;cr ons 1. 2. A. 4, LrG c,1�7mt .7 .r,d thr. r.U-.ad tv i+, 3f' d .0o r, t A , d ^-est to tri urUpon ..,.rn re—q,t D' yc - processL.' .v :�Pnin Mir' Copy,, cont ct t.+. AF4J iliac to fi 11 r of 0 fe. AR:. boutfabrn Area Offic:: Northern Ate:. Office 3737 Main Street, Suite 40'1 ' P.O. Box 14G7 9iverside, CA 9250' a: ^:•mento, CA 95,112 1 407 1909) 782-4420 (9'F- *r,5-2501 9 r ':TPA CTOR/OWNER BUILDS :1. DECLARATIONS Contf..cl 'r A contractor pro,�osin41 to engage in constfuct.on is required by .tate law n provide the following informs m I L.L,�r -:rd Contractor Decuration: Enter The contractor's license cla�r. 1flc': : number, license expirt,tion datc ..7d the C,ntrictor's ��ignature; in ntP r d .'m 3 Worii.er_ Com n? .T+sin Declaration; Place a Check m:mrk next •o th. ;, aC[erat in regarding the workers' compcnt,,, c ^ !',�t :..pp z: contractor if"the t ,:c ' declr Avon Is m= ,ked. the :ortr.:ctor rf ah o provide he carrier's name and policy rtur Z f n, t.:rn r Wv L 7rs_d by ,n^ contractor and dated Item Construct ,n Lending Agency: If there is a co^str ,c'..or1 lone nr1 agency for the performance of the work for t`v se ry c.0 bung roque t^d. a t+1e and address of the lcnding agency. If there i9 no e'",J.^*gg r - invoived enter the word "none" . Item 5 CcrtificaVon The certefi zi ion must be signed and da"^_db- the conuactor or the authorized representative of the contractor Owner Builder. If the work or ectivity as described on the appoc.,t._ i, r,; being pe•formed by the owner, the owner mu:! comp . the tollowung +.ems. Item 2 • Owner-BwAer Declaration: Place a check mar:: n' to CF`s 1eclaration that IJ applicable. If the third deciarateon a,.T..rkLd, enter the wct.on ni.,`naLr from t;z the Business and Pr-fsion Cade that provides t. -c , mRR" 7n and the reason for th„ exemption. The owner neust also sign d date this section. Item 5 - Certification: The certification must be signed and o.: -id by the owner. SECTION 1 JNIT �NFORMATICN- -hecx one box +o ndica d the type of unit for which you are reclLesting servi<n'.. If the ur [ is a Commercial Coach. alto ,ndicate the Occupancy Groupp Code Iii.,. B2 E Al etc.) in the space proveded Fnter the decio or licantr n1::- bLr Thi:, number is located on the license plate issued by DhRV or the daI issucd by the Department of Hour -:ng. Enter the unit's :enai number(s/1. The serial numberfs) can be located on the Manufacturer's Cortticate of Or,gin, on the Cert.ficate of Title, on registration d•:cuments, or on th) unit's front cross member. Enter the manuf,cturer's mr1eL and'ar rreodel name and enter the year the unit was mar'if.[cf.red This information Can be obtained from the Manufacturer's Certificate of Origin, from th'a Certificate of Titic, from registration doc_ments, or it may be de!�:sgnated on tree outside of the unit itself. Enter the California Insigraa Ii:ur^ber s) or HUD Label Number(s) that were issued for this unit. if t ase numbers are known. SECTION 2 OWNER/APPLICANT INFORMATION: E-,,, the r,rneis►, address, and telephone number of the owner o' the unit 0` the owner' address is different than the location of the unit, pro,,, oto .nforrr ,tion describing the location of the unit where the ' Locetion Adar s" s requested. If the unit s :ocated in a mobilehome park or a pucial occuoancy park, lease provide the name of the park. If the applicant ' other than the owner, enter the name address and telephone number of the applicant he Department w 11 contact or correspond w,tr tha o:. •y twat is entered as the applicant. If the appfcant is the samc _s the owner, provide tnc owner's phone number, but do not maplic.te the 4aianc ' of the applicant information. SECTION 3 - CONTRACTOR, ARCHITECT OR ENGINEER INFORMATION- If the activity ,s being performed by a contractor, enter the contractor's name and address. If the activity involves an arch tett or engineer (such as plans prepared by en architect or engineer) enter the archrtcct or engineer's name, address and license number. SECTION 4 - DESCRIPTION OF WORK/ACTIVIV AND VALUATION: Proved: a descriptian of thr wor% or ect.vity that w0l be perfromed under this application (i.e„ instdllingg a new roof, anE.dlfl*a new windows, instal"ng a farepiace cr .voodburning stove, installing air conditioning or heating equipment, etc.► Enter t11e total cost of the , nrk that will be performed (total :;ontr,ci price). SECTION 5 - SIGNATURE ANP CERTIFICATION: 7he sig^ature of We applicant is r� quired r.'Lng with the date the form is bigned. If the application is for a repr:acement insignia, the signature mus: be that of the owner of t',,3 unit. DEPARTMENT USE ONLY APP`?OVAL OF THIS APPLICATION IS CONDITIONED TO C•ONIPLIANCE WITH THE REGULATIONS OF THIS DEPARTMENT.- Any approv,I issued h the De-irm.ient pursuant to this application is conditioned upo, the applicant's compliance with the applicable provisions of chapter 3 of div.Faor I of TYtle 25 of the California Code of Regulations and with the Business and applicant's Code as it relates to contracting. OSP 93 19238 HCD 415, Side 2 (06/96) COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT O o- ID.13 .), ASSESSOR PARCEL NUMBER 063-310-029 ZONING li BUILDING PERMIT OWNER SLA970-5069400 TELEPHONE SQ. FT. OCC. BUILDING VALUATION U 7 200.00 OWNERS MAIUNG ADDRESS P-0 BOX 3441 C14T CA 9592R CONTRACTOR'S NAME EXEC TELEPHONE _6999 MAILING ADDRESS FSPANADF 04IM, CA .3042 CONSTRUCTION LENDER Fireplace LENDERS MAILING ADDRESS Total Valuation $] 200.00 ARCHITECT OR ENGINEER LICENSE N0. Filing Fee $ 20.00 Permit Fee $ 99.00 ARCHITECT OR ENGINEERS M_ AILING ADDRESS Plan Checking Fee $ 64.35 BU I� ZINFANDEL DR. CA Energy Plan Checking Fee $ $ PERMIT FEE $ 183.35 LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other GARAC F. 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 IX Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW 20 X 20 GARAGE Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service SpA pR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER License Class L —4-) Lic. No. `e ui*S,93 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages astheir sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEIN CONST. DW EWNG OCCUP. OR ADONS. ( a ACC. BLD.. SO 1 /. • 00 3.5¢x. �F NONN•a°ES. INEW D. OUTLET 97.50 APPARATUS a SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES 20 @ 100 BAL @ .50 FIXED APPLNS. . OR Ex. Occup. ouTLETs RESIDEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 +� PERMIT FEE $ 34.00 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. �C I have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier S-rf1Tt 15 v- #-*A,n Le 1�'v.lnft, Policy Number \'6 3'1 --b 1 (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ I certify that in the performance of the work for which this permit is issued. I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that f I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall' forthwith comply with those provisions. C,�� '2.-- -LL —4D X .9•� _ Date Signature of Applicant - ❑ Owner X Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in hePht. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ OCC 11 CONST. TYPE TOT L FEE $ 17M :H!AZ. D. FEES IMP FLOOD C PAR PD HD ISSUE This permit is hereby issued under the of the Butte County Code and/or Resolutions indicated above for which fees have B /v""o o y PERMIT EXPIRES ON 3 applicable provisions to do work been paid. Dat 02 e u apS efe Receipt No. WHITE-D.D.S.-B.D. CANA -ASSESSOR PINK -INSPECTOR GOLDENROD•APPLICANT ' `G:�'9, i�, '1�. i...��s:iw. T'7.Y'. .qX-+ •�. rtY �Y.. R ,/✓`+>OWTR h::9I. .�-r^.Y_'.1. ,: 't.... Oft, �f - 1. W -e! COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)52140 ' PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL N 6[0-5 Proposed Building Use: Counter Techni4a7n: vl Date:tems required in order to apply for a permit. All boxes MUST be checO marked NA in order to apply. Plot plans, 3 or 4 sets, signed by the preparer of the plans. 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. 'i ' 1. Li7. Metal buildings: (A) Metal Buildin�PI ( Zdundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line_ -up when required items are received. Date Received By ❑ 8 Flood Elevation Certificate wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs ............. Letter of intent for non-residential buildings .................................. 11. Detached Accessory Building Form filled out by the owner ...-u"�+^ ❑ 12. Hazardous Material Form ........................................................ ❑ 13. Other Wsgggp I S Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) °^ A14. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... 011-5. Statement of Intent for Non -heated and A/C Buildings....................................^�..tt�. �sY V8I Sanitation and plot plan approval from the Environmental Health Department in Cwt OCity of Chico Plumbing permit .......................... J . California Department of Forestry plan approval'Apaid. nt%� P� ................ ❑ 19. Planning approval for (A) Use: (B)Parking: (C) Parcel Check: ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... 0'24. Worker's Compensation Carrier and Policy Number ............................................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑; 26. Letter of Signature authorization.................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance....:.......................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter om Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephone Uf<O J nd hold for pickup. I have been informed of the -above items and requirements for obtaining a building permit. Applicant: G% /�Date: J. Index permit application for the above items numbered: P 1 Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ marl_ ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑mails. _ ❑ cou ter, y Date Plans reviewed by: _��� Date: �•2`1 (�2 Plans approved by: Date: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division SSG M H ©2-Oy�s lev.12106) nl"U'I..ICATION AND PFAIMIT nwwEe!onr/�^.ern,.—.-•I .O 6 J — � � Q �Z9 torzno J1—t+ ,o .-+, fA S S%- vg -Tr 0 Z ox 3 H` I G -0 .... - I. Go - -- r — - - — -- ... ------------ �–---- ' COInnN'IOne Il•.11,lrv) IOor!�w ___-__.._. -..._..-__....__-___. __- Cp//1TnVC1/ofi l■.ttlEn _..__ __.._._____ I LEIw)EJI'/1WtAM AI)br!ie rlfOpinCO McIIn ECT on Ith!I)EEn lr, Anelwirc-r on woalcrn+ te•.ti.ncl /nnnE!o ln/I1M IAT1/0. ---A!l•�ONnlplrl11�1+!�� � / r,•:r.,F.1.t!•r 1.rsFors�Inuc:�nlnF 3t2ZA� SF U Ouplox 0 Mobilahomn U UIhT,r IYPF OF Womr, Now X nddilion U flgmoc)PI Cl UirH-pt r_) Cl ()II, -r r.l Describes Work: 20 x Z 1' G Tf" -it -,4 G F " TCRM:1.1- HE Pna.r., sltn - - SHERIFF U•I-I-ICR nlvl�:�vhrr IteC�ezyr_-.I� riRCCE11" r NVMPER- 10 [W- PUT 1:N -I -o COMPUTER 13011 DING I)Enml,[* CC• BUILDII I i nl_Ur TIUI I -- --- •Total Valuntlon t 2 (1.00 - rOflillt (e9 F - -Flan (0 - Enol(IY,_rinn-Checking Ftte- f ----------- -------------------- rEfTMrr rEE PLUMPING rE111,11T riling 1-0, rEf1MIT- Each _ Tim) l . n 0 --- ------ ----- - - Solnr or hent pucantor heater mp 23 1 l�'coia i:" n•.vntwn occur. --Watnr-pipklg 15.00 - -- ..------ Each pas water heatercr vent 15.00 r0$VV1 NrAMTV! Gas p�lnp nyslem 1 - 5 0 %-A swIQ1 O1/ILET CIn Building eevrer - — 15.00 f.lobile Ito G W — --- ... — S -- x..20.00 .... _. . rEflWll'T FEE --El_ECTFUCnL x rEf1MIT- - _ eoov oniEss-- fAain Servicq 700A on lEss --- fv1a111 .S el VIC9 MIA 10 InDPA l�'coia i:" n•.vntwn occur. on loons. a Acc_"Ws. - -�- _ , W ZlTr3r►: ._._ ..__ -Ibollll FT U) 11011. n ESln.111.11 __. r0$VV1 NrAMTV! %-A swIQ1 O1/ILET CIn Fac_ Uccu ). oLmET on ralun" Ex. Occup•r6`(Eo i.ry•Vn.. on - . � ov11EIs mEslo.� E� lempormy Service - Mobile I lome Facilities Misc. Wlllllll riling -ren 2n.np 2300 4T 0 so 3.5f. ` '1 _ Cci)7.50 -- --•--23.00 - -- 7.,'1.U0 ... rE11PAIT rEE tAECIIANICnL rEnMrl riling rn� zu.u0 leaning_ .. Cooling-. Iloud U.So Vontllnli rE_n_mrr FES fF Mobile I lone Instnllation f`oq -- - E111Igy Insportion Foe---_.__.__... oai-i-oirvt-trr} 1()1 1- FF=E urs tor- rant _ in -_ - ----- --._. _ '1111-1 permit In hereby under IhA mppl!-:,J+p rrov .inn• of the flutte County Co:10 end/or neoolulk on In Tlo v-11( ktdicntnd nhovq for which Ione hnve bgen rnld. By----...._.--- - -- - rr_tlfAlr EXI`I(lES ON I1n11+ ............. . COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE. CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE PRO110 SED BUU-DING USE 1. BUILDING PERMIT FEES --Balance Due ........................................................ $ - --Additional Fees Due ............................................ $ --Additional Fees Due ............................................ $ --Revised Plan Checking Fee ................................. $ 2. SCHOOL DISTRICT FEES (paid at District Office) 3. SHERIFF FEES (paid at Building Division) Residential .................................... x $360.00 = $ Units Commercial (sq. ft.) ...................... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES Residential ............................ x = $ # Units Amt. Commercial (Sq. ft.) ............. x = $ Sq. ft. Amt. 5. RECREATION DISTRICT FEES 6. THERMALITO DRAINAGE DISTRICT FEES j� $510.00 (paid at Building Division) SRA FIRE INSPECTION AND PLAN CHECK �$89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A. P. #�CI V DATE RECEIPT # DATE REC. At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE /- D.9-1 Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 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 Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) ,Aw— I wwwww�www^�-7 -Z �i Vi 141�� IL is t o ID 0 t�c Cly. o ID 0 PLANNING DIVISION -BUILDING PLAN A`PBMW � L Use: O /{ Date. Landscaping Parking: _ Other:_ Signature: Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX DETACHED ACCESSORY BUILDING OWNER'S STATEMENT OF USE Plan review will not be started until this form is completed, signed by the property owner, and returned to the Butte County Building Division. Attached Accessory Buildings and Additions will be checked for residential use. Exception: Garages and Carports. Owner: -om4eiz4 Phone: D — SO b 2 Mailing Address Site Address: 2� +` F p►� n t, �{� Assessor's Parcel Number: 0)0-3— Zone: Please answer questions 1-16, and explain any yes answers for questions 2-14 in the space provided on page 2 of this form. GENERAL INFORMATION: 1. Is there a primary dwelling on the property? Yes] No ❑ 2. Is the structure already built, under construction, or under notice of code violation? Yes ❑ No'['] 3. Will items produced in this building be offered for sale? Yes ❑ Nt ] 4. Will the public have access to this building? Yes ❑ No 5. Will anv advertising, on or off site, be associated with the use of this building? Yes ❑ No� SITE CONDITIONS: 6. Is the structure foundation within 5' of septic tank or 10' of leach lines? Yes ❑ N0 7. Is any portion of the structure located closer than 20' to your front property line? Yes ❑ No 8. Do you plan to add a driveway or modify existing access to a county maintained road? Yes ❑M 9. Will the proposed structure encroach within any recorded easement? Yes C] No CONSTRUCTION FEATURES: 10. Will this building have insulated floor, walls, or ceiling? Yes ❑ N01,E] 11. Will this building be heated or cooled?Yes ❑ ND 12. Will this building have a water closet/toilet? Yes ❑ No 13. Will this building have a sink? Yes ❑ No� 14. Will this building have a water heater? Yes ❑ Nom] 15. What type of floor covering will the building have? C- (Z- F -TE 16. What type of wall covering will the building have? {7t ) Piqr,& 1. - OVER OVER 1 of 2 PROPOSED USE: (check only one box) 1. ❑ Residential Storage Shed — I will be storing in this building and it will not be used for any other purpose (no bathroom and no heating or cooling). 20 Private Garage — "A building or a portion of a building not more that 1,000 square feet (3,000 by exception) in area in which only motor vehicles used by tenants of the building or buildings on the premises are stored or kept." A garage door is required. 3. ❑ Residential Carport — A covered stricture intended for parking of vehicles. Two or more sides must be entirely open. 4. ❑ Residential Occupancy — Structures meant to be occupied, as opposed to a storage shed, garage, or carport. If you checked #4, please check the uses below which best fit this building. ❑ GuestHouse ❑ Pool House ❑ Studio Apartment ❑ In-law quarters ❑ Recreation Room ❑ Game Room ❑ Study ❑ Library ❑ Bonus Room. ❑ Playroom ❑ Den ❑ Studio ❑ Artist Studio ❑ Hobby Room ❑ Craft Room ❑ Sewing Room ❑ Canning Kitchen ❑ Music Room ❑ Family Room ❑ Sun Room ❑ Private Office ❑ Workshop 1 ❑ Home Occupancy ❑ Other — Use = I. Describe type or Workshop 2. Must be approved by the Butte County Planning Division Explanations: This area is for explanation of any "yes" answers on questions 2-14. Please indicate the question number before the explanation. Additional Information: Plan review will not be started until this form is completed and received. A Plans Examiner will contact the owner with specific requirements per the use indicated. I hearby affirm under penalty of perjury that the above information is true and correct. I understand that any changes to the use, or character of use, of this building will require permits from the permitting authority. I understand that Real Estate Disclosure laws require disclosure of this information if or when the property is offered for sale. Owner's Name: Please Print AiT E�(Z Owner's Signature: Date: � ^� 2 of 2 Building Permit Number: 02- 0 43 Z Owner Name: Residential Construction Re uirements 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 1998 California Building Code (1997 U.B.C), 1998 California Plumbing Code ( 1997 U.P.C.), 1998 California Mechanical Code (1997 U.M.C.) and the 1998 California Electrical Code (1996 N.E.C.) COMPLY WITH ITEMS CHECKED BELOW aYour 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 op6nings 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. Paget of 2 d Building Permit Nu ber. 6 Z -og3Z Owner Name. Parcel lies within the State Responsibility Area (SRA). Comply with attached requirements. Fire sprinklers are required in this structure. ❑ The following parcel map requirements shall be met: All structures and equipment including overhangs shall be clear of all easements. setback of :�—Q feet from the side and Meet 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 Page 2 of 2 .. '. it i .. t w.�� - •1i-:.': .• t. r•:•tt � �•" t-- 1 - -c-.... 1' - .:•'!. .:i'i' C. •'q� �S i��t" •�� •i •�'^L: 1 .lI' ✓I�L - � •� Fi.l'++ " :sc"J �ir�: % ' '�, • - r ` i •- S•• ^`r �- .. C; • •• . � '` ':tel' �. '.� , -.r^•' _ •��� �� _'� t'�,.•• � �• ���..' Ip r `—i83a.Z i`'t / <' '.%� •i `t!�.., ��f �`,r1 •^'-+ - Si /LA 1 r � AN L E "a.��-t-� ' 1 RE)JIEW Da- _ t .o 2 BUTTE CO. FIRE DEPT. P r•-v►�A A� t CALIF. DEPT. of FORESTRY / �' o 1�a^^ F ,.r pgT7 v-.•• �, I i approved as submitted D ons/ A 3 ►o Dtt �' J (, approved with �ca t _ I � E INCLUDING I per attac e sh t / Lj ASTRUCTURES AND EQ EMENTS. _ I D BHANGS SHALL BE CLEAR O AND D. �? OVE - FROM ou _ signature, fLoQoS O �� � 6 A`£A SET BACK OF y_ Nt5 P% Q pn L� — / -30 FT .FROM THE REAR PROPER' S BE F(. FROM THE ROAD .,INTER ICEPT�q"' EQUPME E CLEAR OF STRUCTURES AND . ' AOR A FT. SAVE OVERHANG. 1 _ J l 64 - T Tl — la' i Z' ( N c -} ll ��r`'�y� n �' ( � / i � Ali •1� . W i � a rP.ILTIIRr flll i o e CDF FIRE SAFE REQUIREMENTS AP# PERMIT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made apart 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. 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the land owner. Driveway Standards 1273.02 Surface. All driveway surfaces and structures (bridges, 1273.07 culverts and other appurtenant structures which supple- ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. [�] 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius [�} 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet radius; 2 feet to those from 100-200 feet. 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. 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. 1270.10 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.-. (P r , AP # PERMIT # NAME [ 1273.10 Turnouts. Driveways exceeding 150 feet in length, but ,I less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. [�] 1273.10 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 [}fl 1. Gate entrances shall be at least two feet wider than the roadway it serves. [ 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. [�1 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 mini- mum 30 foot setback for buildings and accessory buildings from 411 property lines and/or the center of the road. 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. [ 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 )r fi:ial inspection of a building permit. Page 2 of 3 a y • c AP # PERMIT # NAME Other Requirements [ ] If Buildina Setback is 15 to 30 Feet: - Class A or B roof - Enclosed eaves [ ] If Building Setback is Less Than 15 Feet Choose any 3 of the following: - Metal or no doors on side toward property line with insuffi- cient setback - Class A or B roof with enclosed eaves - Interior automatic sprinkler system per NFPA 13D - Glass area not to exceed 0% 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 -S Date Page 3 of 3 i! - 3.22' A .5 Er: LE LN ri A lav / t3v Z L // lY rr� +r►�A ,q�E� O t �29 Ru Y'k-044-ri 9'V"l ............ 1 ...................... L) co LC oj -/ rn rn Oj �pc OZ ,PR Y-\ I cD L PLANNING DIVISION -BUILDING PLAN APPROVAL Use: � f� Date: 3 — y— e) 2 Parking: Landscaping: FIN. Com'P17e T-III1 MN. (2) 211X .101? PLAte 11 t 1 211X 501.117 A.KG. RWIP. a ffAIHNl JOINf5 (OaNf FACe 10 W1HN0 I 1 APA KA1E17 5 tAMWG 3/ 811 MIN. APP EV fO ONE FAC1;. NAL M. 8d COMMON OR GAIN."NALS o 6" O.C. ALONG UU5, ANO 12" i' O.C. IN FEW 170LMe 511175 Af CONKS AW CO1Ni1;K51NK MK5 & WA%M MIN. 1/ 2" 0A.B. ANOa XV5 WrM V" MIN. eMBEDMeNf HOLVOWN WI1H 1800# MW. CWAM (51MP50N W2& W9A. OR eQ1n WIM 5518 A XWR Oaf 500 A5 K anV FOR I avoWN) 2"X SILL PLAte L 1 2 s r�-a,I I, L__ - - - - - - -- - - - - -- I ---------------------------------------7 --------------------------------------------------- ----------------------- 1 --- ------------------------------------- AL TERNA TE BRACED WALL PANEL NOTES: 1. For use in garage wall where due to location of overhead doors, a 4' -.0" lateral panel can not be provided. 2. #4 Rebar, continuous at top and bottom of stemwall. Additional rebar may be required by manufacture c holdown. 3. Stemwall and footing must extend under garage door opening. 4. In the first story of a two - story building, each braced wall panel shall be in accordance with the details shows Except that the plywood sheathing shall be provided on both faces and tie - down device uplift capacity shall not b less than 3000 pounds. Nailing to be staggered for sheathing, applied to both faces. 5. Alternate Braced Wall Panel's cannot be used on the second floor of two - story buildings (U.B.C. 2326.11.4. For Single Story Buildings (With noted modifications for two story buildings) ----- -__-_ 1 jl I' I I 1 I II 1 11 II 11 rl jl 4 jl I jM ,1 1' 1' 1 I I I e0 , eQ eQ L__ - - - - - - -- - - - - -- I ---------------------------------------7 --------------------------------------------------- ----------------------- 1 --- ------------------------------------- AL TERNA TE BRACED WALL PANEL NOTES: 1. For use in garage wall where due to location of overhead doors, a 4' -.0" lateral panel can not be provided. 2. #4 Rebar, continuous at top and bottom of stemwall. Additional rebar may be required by manufacture c holdown. 3. Stemwall and footing must extend under garage door opening. 4. In the first story of a two - story building, each braced wall panel shall be in accordance with the details shows Except that the plywood sheathing shall be provided on both faces and tie - down device uplift capacity shall not b less than 3000 pounds. Nailing to be staggered for sheathing, applied to both faces. 5. Alternate Braced Wall Panel's cannot be used on the second floor of two - story buildings (U.B.C. 2326.11.4. For Single Story Buildings (With noted modifications for two story buildings) LONGFELLOw LUMBER CO. ■ Quality Truss Design ■ Roof & Floor Systems (800) 678-0112 (530) 893-0112 •FAX (530) 893-0140 89 Loren Avenue Chico, CA 95928-7434 Customer: Address: 6o4tc-o AP#: O 6'3 — -3 1 0— o26) Job No: INC. S e -A -T -r (:E:7 rc y Alpine Engineered Products, Inc. Christian W. Chappell 8351 Rovana Circle Sacramento, CA 95828-2522 (916) 387-0116 ® ICBO-ES Report 5352 rn Timber Products Inspection, Inc. P.O. Box 20455 _ Portland OR 97220 (503) 254-0204 LONGFELLOW LUMBER CO. INC. Quality Truss Design • Roof & Floor Systems (800) 678-0112 (530) 893-0112 • FAX (530) 893-0140 _ 89 Loren Avenue Chico, CA 95928-7434 ���111 III III III III III Important Information for Users of Wood Trusses Longfellow's goal is to supply superior quality trusses. Sensible truss designs, the best available lumber and exacting workmanship are the key ingredients of our quality control program. (Once trusses arrive at the job site, quality control becomes the responsibility of the builder.) For best results we suggest: DO'S DON'TS e ❑ Do review your field copy of truss engineering for important bracing, ❑ Do Not cut, notch or drill chords or webs of trusses. bearing and connection details. (Exceptions will be clearly marked on engineered drawings.) ❑ Do review the HIB -91 Summary Sheet's recommendations for handling, installing and bracing of wood trusses. ❑ Do Install roof sheathing ASAP. Trusses hold their profiles best when they have been plumbed and braced with roof sheathing. Especially in hot weather, we recommend sheathing be applied over as much of the building as possible before installing outriggers and gable -end siding. ❑ Do inspect trusses for missing plates or broken lumber. Report defects to Longfellow immediately. ❑ Do secure tails with fascia board. In recent years, the production of lumber from second -growth timber has resulted in an increased tendency for unrestrained tails to twist. We recommend a sub -fascia be installed behind gutters. ❑ Do call Longfellow if you have questions or need additional information. ❑ Do Not cut or remove plates. ❑ Do Not overload single or groups of trusses with plywood, roofing, tools or other construction materials. ❑ Do Not make field repairs without written approval from Longfellow Lumber Co. ❑ Do Not load HVAC units, solar equipment,. fire sprinklers, etc. on trusses unless truss engineering has been designed to accomodate the specific point loads. BEFORE INSTALLING: 'Make certain truss sequences and end -for -end orientation are correct. GABLE END*DETAIL SIRONGBACK (NAIL 10 LEDGER (BRACED AT 55' LEDGER (NAIL 10 VERTICAL V/2-I0d NAILS) (K) SPACING FOI REFER TO S PRODUCT AT' A35 IN FI I THIS DWG PREPARED FROM COMPUFER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR.• (SI) (M) 2X4 F.L. OR Il.f--. 12 OR / BIR :TP.ONGBACK BRACE \S"\ M cei,�&' (PI) PEAK PLATE TO HATCH COMMON TRUSSES. (SI) SPLICE PLATE 10 MATCH COMMON TRUSSES, (HT) HEEL PLATE TO HATCH COMMON TRUSSES. (0) OPTION 10 WEB FLAYING: USE (3)-2' WIRE STAPLES (0.072 OIA./15 GA.) IDENAILEO THRU CHORD INTO WEB 6 111RU WEB INTO CHORD ON ONE FACE FOR A TOTAL OF 6 STAPLES. (P1), (SI) L (HI) MUST BE PLATED. (G) GABLE ENO DESIGN BASED ON 75HPH WIND LOAD, EXPOSURE '8' AT 0-25 FT. MEAN HEIGHT. 11. /o%fo/2 I -'I KUNLAIAIF, BRACED AT 55' D.C. (C) IX4 CONTINUOUS LATERAL OPACIIJG FOP BRACE (STROIIGOACK) MLMBEP. LONGER THAN 72'. ATTACH AT MIDPOINT Or EACH GRACE W/2-Od [COMMON NAILS. am 24• MAX , / GABLE END NOTE: CIOP,OS TO BE 2X4 FIR -LARCH 42 HIM. NOTE: THIS DETAIL MAY BE USED FOR TRUSSES WITH PITCHED O.C. ALSO. PLATE MAX. WEB LENGTH IX3• 2-B-0 2X4+ 0-1-0 3X4• 13-6-0 OUILOUKER PLT TYP: Wave TPI -9.5\11 _ Design Criteria: TPI-95(STD OLITLOOKER CRITERIA 3.5' MAX. 1YP. 1101(11 B 24' O.C. 1 1.5' MAX. I 12' MIN 24' MAX 2X4 F.L. LLMOER GRADES MAX. LENGTH WITIIGUT BRACING III) MAX.I H W/ STRONGBACK BRACE IS) STANOAP.O 5-11-0 II -10-0 STUD 6-7-0 13-2-0 13 6-7-0 13-2-0 02 7-0-0 15-6-0 AI 7-9-0 15-6-0 11 6 BETTER. 7-9-0 I5-6-0 SS 7-9-0 15-6-0 O O O,� Q Q Q T T ��-. L] 1 1� 1 1\11-1 LL LL11 11 `1 LJ TRUSS O Q Q OINSTITUTE, O O Q WARNING*- TRUSSES REQUIRE (IIR(ME CARE 10 FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER 10 HIB•PI '(NAMING INSTALLING AND BRACING), PUBLISHED BY IPI (TRUSS PLAT( $B] O'ONOFIO OR.. SUITE 500, MADISON, VI 5]110), FOR SAFETY PRACTICES PRIOR 10 P(RFORMINO THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SRAM RAPE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHAH NAVE A PROPERLY ATTACHED RIGID CIELING. --IMPORTANT-- FURNISH A COPY OF THIS DESIGN 10 IN[ INSTALLATION CONTRACTOR. ALPINE ENGINEER PRODUCTS. INC. SNAIL NOI BE R[SIONSIBIE F00. ANY DEVIATION FROM THIS DESIGN: ANY FAILURE 0 BYIIO IN( IRUSfES IN CONFORMANCE WIIN 111: OR fABAp AI IMO, NAMOIING, SHIP/INC. INSIAIIA VON BRACING OF IRUSS[S. THIS DESIGN CONFORMS WITH A►PIICABL( PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBIISNED BY THE AMI::CAN FOR[SI ANO PAPER ASSOCIATION) AND IPI. ALPINE 10 EACNEFAC(SOF�fRUSS. AND[UNLESS0 CA A S OINtRWISE]LOCAIEO ON[it IHIS[XCEPT D(SIGN,ISNOTED. APPLY P POSITION CONNECTORSPER SAVINOSm U0. ISO AND ISO A4. AN [NOINE[p'S SEAL ON THIS GRAVING APPLIES ONLY 10 IN( DESIGN OF IN[ R SS DE MCAD H[0.[ ANO SNAIL NOT B( R(ll(D UPON IN ANY 0111[• VAY. Q N 9 �� �.`� „• `� ~� �O bey��� NO �f9fF C(Vi� O���Q OF CA T C L L TC DL BC DL B C L L T 0 T . L D . 30.0 P S F 15.0 PSF P S F O . D P S F 50.0 P s r- R E F 8 9 9 2 DATE 03/19/98 DRW CDT 12 - 5 E 0 N - 25458 DUR.FAC. 1.15 FROM PBC ' SPAC I NG C;- CD 9 Ez 0 W a 0 -1 I� Co to N c 0 CID N CD t- t— C"! N 0 , 1 (EXECO227-EXECUTIVE HOMES ./ 20 X 20 Al COM TOP CIIORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #I I4FBS 2x4 DF -L Standard :Lt Level Return 2x4 OF L Standard: :Rt Level Return 2x4 DF L Standard: PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 142.5X4 1.0-0 414X4 (A2) 141.5X4 0� 3 1- W2.5X4 143X4 = W4X4- -11I1S DWG PREPARED FROM COIIPUrGR IrU'UT (LOADS & DI(IENSIO(IS) S119F11r1E9 BY muss Mill. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS TO BRACE TC @ . 24" OC, BC (D 72" OC, DEFLECTION MEETS L/240 LIVE AND L/1BO TOTAL LOAD. Yll_5X40 144X4 (A2) 1-0-0 S 6 8 5-6-8 4-5-8 4-5-8 _ 7-0-5. 7 0 5 5-111-5 10-0-0 —1 1` 10-0-0 _J L_ 20-0-0 Over 2 Supports R=795 IQ=3.5" PLT TYP. 14ave TPI 9511" R Design Criteria: TPI STD UBC I.ongfcllowLumber —11 I]IG• TRUSSES REQUIRE EXTREME CARE 111 IG AltoA71DIt, IfANULING, SIIIPPiDG, INS7ALLIIIG AIID 99 j.Nfell Avenue, Lumber er 95929 DRAG III - REFER TO MID -9l (MARBLING IIISTALL IIID At10 BRAD tIG), PUBLISH[ SAFETY PRACTICES U PRIORTO TMST S TO TE, 503 D'DI{O FRIG OR., SUITE 200. MADISON, NI 53719), PERFORIIIIIG THESE FUNCTIONS. UHLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PAIIELS, BOT70M CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILIDG. " IMPORTANT" FURIII SH A COPY OF THIS DESIGN TO THE INSTALLATION COHIRACTOR, ALPINE EHGIHEERED PRODUCTS. INC. SHALL SN" DE RESPONSIBLE FOR AHY DEVIATION FROM THIS DESI GtI: ANY FAILURE 70 BUILD THE TRUSSES IN COtIF OR HPHCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLIDG AND c:Z: ALPINE BRA ING OF SPECIFICATIONH PUOLISIIED THISBY TOESAM ER ICAIiIG HF0AE5TMS 7 ARO PAPER ASSOCPLICABLEOIA ORT) A0U TPI (IIA�PINEL DESIGN Coll 11ECTORS ARE MADE OF 20GA ASTII A653 GR40 GALV. STEEL, EXCEPT A5 NOTED. APPLY CORRECTORS 70 EACH FACE OF TRUSS, AIID UNLESS OTHERWISE LOCATED Oil THIS DESIGN, POSITION COt111ECTORS PER DRAWINGS 160 A-2. THE SEAL 011 THIS ORAIIING INDICATE$ ACCEPTANCE OF PROFESS IOtIAI ESO IIIEE RIIIG il Alpine Engineered nIe,CAF9592Rs, IIID. FOR 7,SOLELY PARTFOIC RL AREOU RD111GTRUSS HH5 THE TRESP OES OSIBIII IT Y OF THE BUILD] 911 THE SU OGT OESIGIHIERSEp ER TIIIS ANS " . 1.1995 SECTION 2. . R=795 41=3.5" -T_p 0 0 412.5X4 19.4a CA/ -111 -L -/-/r QQWS p,�,� TC LL 20.0 PSF > �F TC DL 10.0 PSF F - BC DL 7.0 PSF BC LL 0.0 PSF 6342003 * TOT.LD. 37.0 PSF }� Cm�F�� ' DUR . FAC . SPACING 1.25 24.0" �e3125 Ft. RAE R4ry7 60940 DATE 02/27/02 D R W CAUSR427 02058010 CA -ENG MEM/CWC SEON - 41105 FROM KD This safety alert symbol is used to attract your. attentionl PERSONAL SAFETY ISINVOLVEDI When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. ACAUTION: A CAUTION identifies safe operating practices or indicates unsafe conditions that could result in personal injury or damage to structures. HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES'9' Itis the resoonsibilitvofthe installer (builder, building contractor, licensed contractor, erector or erection contractor) propedyreceive, unload, store, handle, insta/land brace metal plate connected wood trusses to protect life and property. The installer must exercise the same high degree of safety awareness as with any other structural material. TPI does not intend these recommendations to be interpreted as superior to the project Architect's or Engineer's design specification for handling, installing and bracing wood trusses for a particular roof or floor. These recommendations are based upon the collective experience of leading technical personnel in the wood CAUTION: The builder, building contractor, licensed contractor, erector or erection contractor is advised Ato obtain and read the entire booklet "Commentary and Recommendations for Handling, Installing & Bracing Metal Plate Connected Wood Trusses, HIB - 91" from the Truss Plate Institute. DANGER: A DANGER designates a condition where failure to follow instructions or heed wam- ing will most likely result in serious personal injury or death or damage to structures. AWARNING: A WARNING describes a condition where failure to follow instructions could result in severe personal injury or damage to structures. TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 2D0 Madison, Wisconsin 53719 (608)833-5900 truss industry, but must, due to the nature of responsibilities involved, be presented as a guide forthe use of a qualified building designer or installer. Thus, the Truss Plate Institute, Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommendations and information contained herein by building designers, installers, and others. Copyright © by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form without written permission of the publisher. Printed in the United States of America. tr 1. G. �.. TRUSS'STORAGE . CAUTION: All temporary bracing should be no less than 2x4 grade marked lumber. All connections should be made with minimum of 2-16d nails. All trusses assumed 2' on -center or less. All multi -ply trusses should be connected together in accor- dance with design drawings prior to installation. CAUTION: Trusses should not be unloaded on rough terrain or un- even surfaces which could cause damage to the truss. J_ CAUTION: Trusses stored horizontally should be A supported on blocking to prevent excessive lateral bending and lessen moisture gain. JA CAUTION: Trusses stored vertically should be braced to prevent toppling or tipping. AWARNING: Do not break banding until installation DANGER: Do not store bundles upright unless begins. Care should be exercised in banding re- A properly braced. Do not break bands until bundles moval to avoid shifting of individual trusses. are placed in a stable horizontal position. WARNING: Do not lift bundled trusses by theDANGER: Walking on trusses which are lying flat A is extremely dangerous and should be strictly. I a bands. Do not use damaged trusses. A prohibited. o Frame 1 Up to 24' 1 3/12 8' 17 12 1-1/2" 1 Over 24'- 42' 3/12 1 7' 1 10 1 6 ?q• Over 42'- 54' 1 3/12 1 6' 1 6 1 4 Over 54' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine v HF - Hem -Fir SPF - Spruce -Pine -Fir rypl ey�� Diagonal brace also required on end verticals. Top chords that are laterally braced can buckle 60" 1-1/4" togetherandcause collapse ifthereisnodiago- 72" 1-1/2" 1 nal bracing. Diagonal bracing should be nailed 84' 1-3 4" to the underside of the top chord when purlins ?q• are attached to the topside of the top chord. =4e 12 -13or greater 6• All lateral braces lapped at least 2 trusses. Continuous Top Chord Lateral Brace Required 10' or Greater I i Attachment Required AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A PLUMB 12" 1/4" 1' 24" 1/2" 2' 36" 3/4" 3' I I Truss Depth D(in) 48" 1" 4' 60" 1-1/4" 5'- 72" 1-1/2" 1 6' 84' 1-3 4" 7' 96" 1 2" 18' 108" 1 2" 1 9' I Lesser of `I D/50 or 2" ±'/• Maximum Plumb Misplacement Line OUT -OF -PLUMB INSTALLATION TOLERANCES. BOW L(in) L(in) U200 L(ft) 50" 1/4" 4.2' 100" 112- 1 8.3' 150" 3/4" 12.5' L(in) Lesser of U200 or 2" L(ft) 1 200" 1" 16.7' 250" 1 -1 /4" 20.8' 300" 1-1/2" 25.0' OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no circumstances should A WARNING: Do not cut trusses. construction loads of any description be placed on unbraced trusses. Frame 6 lAWARNING: Do not attach cables, chains, or I hooks to the web members. Tag Line s so° so° or less or less Approximately Approximately Tag '/3 truss length '/2 truss length Line Truss spans less than 30'. Liffi Spreader Bar Toe In 1AWARNING: Do not lift singletrusses with spans greater than 30' by the peak. !- 10 Approximately ng crevices snouia oe connecxea io Approximately .1 '/2 to Y3 truss len th the truss top chord with a closed-loop Strongback/ Less than or equal to 60' attachment utilizing materials such as slings, chains, cables, nylon strapping, SpreaderBar Toe In etc. of sufficient strength to carry the weight of the truss. Each truss should be Line Strongback/ Spreader Bar set in proper position per the building 10' 10' Toe In Toe In At or above designer's framing plan and held with j 111>1 'r Approximately �E !- 10 Approximately I. the lifting device until the ends of the F Approximately .1 '/2 to Y3 truss len th truss are securely fastened and tempo- 3a to �/� truss length Less than or equal to 60' rary bracing is installed. Greater than 60' Tag Line Tag Line Strongback/ Spreader Bar SpreaderBar 10' 10' Toe In Toe In At or above mid -height j 111>1 'r Approximately �E Approximately J '/: to Y3 truss len th to, a to truss length Tag Tag Less than or equal to 60' Line Lie than 60' CAUTION: Temporary bracing shown in this summary sheet is adequate for the installation of Atrusses with similar configurations. Consult a registered professional engineer if a different bracing arrangement is desired. The engineer may design bracing in accordance with TPI's Recommended Design Specification for Temporary Bracing of Metal Plate Connected Wood Trusses, DSB-89, and in some cases determine that a wider spacing is possible. Frame 2 1 Typical horizontal tie member with l multiple stakes (HT) H P*uss of braced aep of truss C3 B) DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir I diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. End diagonals are—essential fo stability and must be duplicate both ends of the truss system. AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Top chords that are laterally braced can buckle togetherand cause collapse if there is no diago. nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. All lateral braces lapped at least two End diagonals are esse�n`ial for stability and must be dupli-cate4,on both ends of the truss system. =450 Frame 5 30" or greater Continuous Top Chord Lateral Brace Required 10" or Greater Attachment Required + 3%' Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. '.._TOP CHORD ; I TO;P CHORD DIAGONAL BRACE: MINIMUM LATERAL BRACE SPACING (DBS SPAN DEPTH ; SPACING(LBs) #trusses Up to 32' 30" 8' 16 10 Over 32'- 48' 42" 6' 1 6 4 Over 48' - 60' 48" 5' 1 4 2 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir I diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. End diagonals are—essential fo stability and must be duplicate both ends of the truss system. AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Top chords that are laterally braced can buckle togetherand cause collapse if there is no diago. nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. All lateral braces lapped at least two End diagonals are esse�n`ial for stability and must be dupli-cate4,on both ends of the truss system. =450 Frame 5 30" or greater Continuous Top Chord Lateral Brace Required 10" or Greater Attachment Required + 3%' Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. Top chords that are laterally braced can buckle togetherand cause collapse if there to no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. Up to 28' 1 2.5 1 7' 1 17 1 12 Over 28'- 42' 3.0 6' 9 6 Over 42'- 60' 3.0 5' 5 3 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord ryC.� ey°C�c Lateral Brace All lateral braces Required lapped at least 2 nal bracing. Diagonal bracing should be nailed trusses. 10' or Greater are attached to the topside of the lop chord:` Attachment Required Frame 3 DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord All lateral braces Lateral Brace - lapped at least 2 Required trusses. —� 10' or Greater l� Attachment t Required 1 12 5 �_<B ryC.� ey°C�c Top chords that are laterally braced can buckle togetherandcause collapse ifthere isnodiago- nal bracing. Diagonal bracing should be nailed �ry to the underside of the top chord when purlins are attached to the topside of the lop chord:` 12 -� 4 or greater DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir All lateral braces lapped at least 2 trusses. Bottom chord diagonal bracing repeated at each end of the building and at same 'spacing as top chord diagonal bracing. Q WARNING: Failure to follow these recommendations could result in sQ evere nersnnal iniumto ry nr daane truccec nr huildinns_ Cross bracing repeated at each end of the building and at 20' Intervals. VV�� MEMBER PLANE BOTTOM CHORD BOTTOM CHORD DIAGONAL BRACE MINIMUM LATERAL BRACE SPACING;(DB: SPANPITCH SPACING(l B� [# trusses] ,.: Up to 32' 4/12 15' 20 15 Over 32'- 48' 4/12 15' 10 .7 Over 48'-60' 4/12 15' 6 4 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir All lateral braces lapped at least 2 trusses. Bottom chord diagonal bracing repeated at each end of the building and at same 'spacing as top chord diagonal bracing. Q WARNING: Failure to follow these recommendations could result in sQ evere nersnnal iniumto ry nr daane truccec nr huildinns_ Cross bracing repeated at each end of the building and at 20' Intervals. VV�� MEMBER PLANE 'N 390 Q /P 4V Q, v O C= Cv \D C= 0 C\i C= C= 0 '' /JOS �if� x eZ x aZ 1+�c c"� SC{•u3 -40 S�Ssn�1 lc 6 S �S s v �JLOct 9 471 eD X Q- I\ vt ta.l 02 n j � _ e r--• � _7 1 i I i ' 1 1 m' I � L S"�}Ik�y t , 5'L 7 'i /Orf✓/V r/ It � e7-:w%S i v T b'I �. CD -a -I- X3 �� <71 a 1 �, D�� , I i-� I0�� o✓ 1 -"C,-1 q - u-ji -o) n �� , �, ► X „ 8/, q �..1 L"` i 9 bt kCi X1'1 LA t—A -L1 bt i`j ro I CO l ..s PIC* N x CP v` 3 r� N O s O`�TN 1 N -------------- ME 3 kA 0 Q \ P f^ 1 n V - C U � Ll o �- L4 �- I� N tj D C yyL� O %b44 y� r (-Am L c�9 1 n V - C U � Ll o P i � S �