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HomeMy WebLinkAbout069-580-026RETAINING WALL W/0 PERMITS 3/15/00 Bu Iding violation: 30 day: �� 069-580-026 99-2086 �e Building violation 10 day: 9-/�-�L SPANGLER, GORDON 98 HERCULES AVE. OROVILL.F. AQ�� w�� WOQQ CONTR: RONPRATER NEW SINGLE FAMILY j—t%la3//f/Ua 069-58-0-026 00-0859 SPANGLER,GORDON 98 HERCULES AVE., OROVILLE RETAIMNG WALL 069-580-026 03-3749 SPANGLER, GORDON 98 HERCULES AVE, OROV]LLE Cont-. JIM BUTLER RETAINING WALL �i��0 1 Y NOTES RESIDENTIAL n�. 06 8 026_V03-3749 i PERMIT NO. SPANGLER, GORDON- 98-HERCULES AVE, OROVILLE F Cont: JIM BUTLER . I RETAINING WALL 1 1 11 SPECIAL CONDITIONS -A SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED Date d _ t Signature CHECKED BY a 1 1 { �f 11 SPECIAL CONDITIONS -A SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED Date d _ t Signature CHECKED BY J=OK 0 = Not fKK . = Not Ready DECKS_CGVERS, CARPORTS, GARAGES (Plans) OK except #'s . MOBILEMOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ P' L 'ft. / P Nat. or/ P' L "ft./ P LPG 7. Well Clearance & Disconnect Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 8. Utility Clearance Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. 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 POOLS (Plans) OK except #'s 3. Gas; MH Test -Demand -Valve -Connector Setbacks -Easements 4. Electricity; MH Test -Crossovers -Breakers -Clearances Soils; Compaction -Structure Stability 5. Drain; MH Test -Fall -Flex Connector Pool Structure; Steel -Connections -Thickness .Dead Men -Lining 6. Water; MH Test -Regulator -Connector Elec.; Receptacles and Lighting, Distance-GFI 7. Water and Sewer Connected -C/O to Grade -HD Approval Elec.; Pool Lighting; 15 Volts-GFI 8. Gas and Electricity Tagged Elec.; Enclosures; Conduit Entries -Terminals -Listed 9. Tie Downs -Type -Installation Cert. 7. 10. Exits; Insp.-Sketch 8. 11. Cert. of Occupancy, 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Light Niche Card B-1 Date Card B-1 Date Enclosure; Fencing -Alarms Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) Date 1. Zoning Requirements -Setbacks -Easements Date 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_CGVERS, CARPORTS, GARAGES (Plans) OK except #'s g Requirements -Setbacks -Easements QolFootings; 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- Panel boards- Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK ° = No Applicable RESIDENTIAL (Single & Duplex) . = Not Ready 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 Date 11. Water Pipe; Test -Anchors -Regulator -Service Test Date 12. Electric Underground Date 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation 67. Bedroom Exiting 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 78. Plb.; Elec. & Mech. Equip. Listed for Location 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 0 Yes O No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector 93. Water & Sewer Connected -C/O to Grade -HD Approval Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Date 36. A.C. Ducts Insulation & Support Date 37. Vent Fan, Exhaust above insulation Date 38. Condensate Drain & Overflow, Size & Grade Comments at Final: 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exitinq Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Wal Is -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes _ 83. Following Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: J""�"•' : �'�;�;."ti.��..'9?.,^�i'^w.ll+wr_..,.�Yy�r'icv..r�,n'as'^''"` -" _ `'L'+�sA.r`s.e d--M';G�; ' COUNTY OF BUTTE y" �.. BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES \ "411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 ` z YY` CORRECTION NOTICE 1 c:!>3-3 7--/ 0/ OWNER r 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 y completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. o' gpte REV fi gpte REV NOTES RESIDENTIAL 069-580-026 02-3106 PERMIT NO.--SPANGLER, GORDON. _ _ _ - _—_ 98 HERCULES AVE., OROVILLE CONT: JIM BUTLER RETAINING WALL SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER 11-9-0 .JOB FINALED (Date) /Jt& 037-144 03 ✓37qq ';Ie. Signature I ' J=OK 0 = NOtV . = NotReadyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Date 1. Zoning Requirements -Setbacks -Easements 1. 2. Soils; Special MH Support Sketch Footings; Size -Spacing -Marriage Line 3. Sewer; Location -Test -Fall -C/O -Concrete 4. 4. Water; Location -Test -Easement Needed (Sketch) Electricity; MH Test 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 7. 6. Gas; Location -Test-Wrap;-/ /" L'ft. / P Nat. or/ /" L "ft./ P LPG Gas and Electricity Tagged • - 7. Well Clearance & Disconnect 8. Utility Clearance 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing Date 11. Card B-1 Date Card B-1 Date 12. Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans)�OK except #'s 1. Zoning Requirements -Setbacks -Easements Card B-1 Date Card B-1 2. Footings; Size -Spacing -Marriage Line Card B-1 Date Card B-1 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 Elec.; Receptacles and Lighting, Distance-GFI 8. Gas and Electricity Tagged Elec.; Pool Lighting; 15 Volts-GFI 9. Tie Downs -Type -Installation Cert. Elec.; Enclosures; Conduit Entries -Terminals -Listed 10. Exits; Insp.-Sketch 7. 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged • - 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card 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-Con nectors 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 B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK Not Applicable . = Not Ready ►/ RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope .2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 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 0 Yes 83. Following Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: 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 0 Yes O No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor=Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps - 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth _ Clearance Looked under Floor 0 Yes 83. Following Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION I' 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 (Rev.12/96) APPLICATION AND PERMIT 0 ASSESSOR PARCEL NUMBER 069-e ��iJ _026 ZONING BUILDING PERMIT OWNER SPANGLER GORDON TELEPHONE SO. FT. OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS 98 HERCULES AVE OROVILLE CA 95969 CONTRACTOR'S NAME JIM BUTLER 534-9763 TELEPHONE CONTRACTORS MAILING ADDRESS 3061 QJMGE "E OROVITIF CA 95966 CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total valuation $ 3000.00 ARCHITECT OR ENGINEER LICENSE NO. Filen Fee $ 20.00 Permit Fee $ 54.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ -15.10 BUILDING ADDRESS �, 98 HERCULES AVE DROVIT LE Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 1 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: RETAINING WALL REFERS TO 02-3106 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S I G I W @20.00 PERMIT FEE $ •N ELECTRICAL PERMIT Filing Fee 20.00 000R LESS Main Service 2001 OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that 1 am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full ,force and effect. ,%/-� License Class fJ Fit ie— Lic. No.. �V `��' 7v �. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 2001 TO tOooA 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. a ACc. BLOB. SO 3.5¢FT: NpN pID MULTI -OUTLET 97,50 POWER APPARATUS a SINGLE ourLET CIR. OUTLET OR FDRURES Ex. Occup.�,L 20 Q 1.00 @ -50 Ex. Occup. . EEDTs .'.,6.oEa 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE S WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation 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 if I should become subject to the workers' compensation provisjons of section 3700 of the Labor Code, I shall forthwith c thos4prisions. X _Date — I (' li'can wner Contractor ❑ Agen Y SiKature of A4genYAn SHA perm' s required for excavations over 60" deep and demolition or constructions,/ of stru-clargs over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ corer. TYPE TOTAL FEE $ 109.10 HA2. D. FEES IMP _ FLOOD COF PARCEL _ PD ND ISSU This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Da a PERMIT EXPIRES ON al Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT jv�.`!L'.1�`MS3�!f`y,,,j�`t7^+i,`Y.'i,i's'Y7�`^7T'+1,.�,,;�,,,,.rs•..'....^{ y.�, �...-1r ..n��«.m IM'�'�3y+\L^rrt.:�.r'4 t� � � +'t`4a� �H�;,j:, .. . . N/r/�. r� ...r...�,'n �.� :a� „I~t, � ! i�'� .�., 'l �. " y COUNTY OF BUTTE -DEPARTMENT OFD M T SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 ERMIT,.APPLICATION DATA SHEET++ OWNER: ASSES OR PARCEL NUM Proposed Building Use v� Counter Technican- Date: / �® ems quired in order to apply for a permit. All bos MUST be checked OR marked A in order to apply. 1. Site plans, 3 or 4 sets, signed by the prep 116' r 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 faxesl ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ �4+10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11` "Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent;fo,r.•non-residential buildings ❑ 13. Detached Accessory Bullding,Form filled out by the owner 14. Hazardous Material Form Ow(m 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico Yoroville pplica e. ❑ 16. Other 'N '.x.10 Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers ....... ............. ........ :............................................................... O 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required ........................................... ........ ❑ 20. Erosion Control Plan Required........................................................................ ........ ❑ 21. Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 22. City of Chico Plumbing permit........................................................................ ❑ 23. California Department of Forestry plan approval ❑ paid. Sent by: ............. ❑ 24. Planning approval (A) Use: (B)Parking: (C) Parcel Check: ❑ 25. Contact Land Development about _ Improvements, _ Drainage ......................... ❑ 26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Pre -Inspection for required....... ❑ 29. Contractor's license information �(Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carriei,and Policy Number .......................................... ❑ 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 32. Letter of Signature authorization.................................................................... ❑ 33. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 34. Manufactured home utility clearance............................................................... ❑ 35. Existing violations and/or expired permits......................................................... ❑ 36. Deed Restriction.................................................................................... ❑ 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 38. Other: ❑ 39. Other: ` When issued Telephone and hold for pickup I have been informed of -the -above items aqo requirements for obtaining a building permit. Appl 1. Inc 2. Additional items re fired Contractor; des' er, 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, ❑ counter,b Date: Plans reviewed by: Date: Plans approved by: Date 4,41 Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division Date: rZ, 1 (_ 037 Plan Check Letter COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 - Telephone (530) 538-754�.1y (Rev. 12'96) APPLICATION AND PERMIT M A:SESSOR PARCEL"Uk:BER 03 y� MINING BUILINF PERMIT OWNER /V/ _ -RS -:-:-1 i �i D�4 sL�D�i TELEPHONE FT B%T1117"I/rR .e� "PERA IT FEE PAU> A"/ . -� SRA SHERIFF OTHI s AA0VNT RECEZWO j6q1( TO IN Wi' =NTp CpMPlTER Ex. Occup. OUTLET OR FORURES 20 .SO EX. OCCU OFlxED s RES10 oR 5.00 Tem orar Ser ' I 11 23.00; Mobile Home Facilities LT -20 _ Misc. Wiring 23.0011 PERMIT FEE S MECHANICAL PERMIT Fling Fee 1 20.0c Hood PERMIT FEE I S Mobile Home Installation Fee $ Energy Inspection Fee $ occ coNsr. TrPE TOTAL FEE $ HA2.ESI IMP FLOOD COFPARCEL PO I HO 15 This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By ReceiptNo. PERMIT EXPIRES ON WHITE-D.D.S.-S.D. CANARY -ASSESSOR PINK -INSPECTOR C30l0ENROD•APP�ICANT Date -- Fireplace Total Valuation b Filing Fee Permit Fee Plan Checking Fee $ $ $ ---' �— 20 C COMB 110 S IUNO ADD� CONSTRUCTION LENDER LENDERS MAILING ADDRESS AACNRECi ORNG EINEER LICENSE NO. ARCHITECT OR ENGINEERS MAILING ADDRESS BUILDING ADDRESS Azv Energy Plan Checking Fee PERMIT FEE PLUMBING PERMIT Each Trap S $ Filing Fee 20.0 7,00 -- LAT NO. SUBDIVISIONS NAMEPARCEL MAP USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other I SPECIFY Solar or heat pump water heater ( DW `.].LING OCCUP. 8 ACC. BLDS. 23.00 Water piping N CONS NON-RESIO. TYPE OF WORK New ❑. Addition ❑ Re I ❑ lities ❑ Installation ❑ er •3 Describe Work: Each gas water heater or vent 4�15.00 Gas piping system 1 - 5 ou 1 5 0 . 0 Building sewer 15.00 Mobile Home SIG W @20.001 .e� "PERA IT FEE PAU> A"/ . -� SRA SHERIFF OTHI s AA0VNT RECEZWO j6q1( TO IN Wi' =NTp CpMPlTER Ex. Occup. OUTLET OR FORURES 20 .SO EX. OCCU OFlxED s RES10 oR 5.00 Tem orar Ser ' I 11 23.00; Mobile Home Facilities LT -20 _ Misc. Wiring 23.0011 PERMIT FEE S MECHANICAL PERMIT Fling Fee 1 20.0c Hood PERMIT FEE I S Mobile Home Installation Fee $ Energy Inspection Fee $ occ coNsr. TrPE TOTAL FEE $ HA2.ESI IMP FLOOD COFPARCEL PO I HO 15 This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By ReceiptNo. PERMIT EXPIRES ON WHITE-D.D.S.-S.D. CANARY -ASSESSOR PINK -INSPECTOR C30l0ENROD•APP�ICANT Date PERMIT FEE S 'r / ELECTRICAL PERMIT Filing Fee: 20.01 Main Service OoOV OR tESS zoo" oR 23.00! Main Service –Ss 200A TO 1000A I 46.00; NEW CONST. OR AODNS. ( DW `.].LING OCCUP. 8 ACC. BLDS. s0 —' 3.5c,. N CONS NON-RESIO. MULTI -p UTLEr CIRCUITS) 1 97.501 .e� "PERA IT FEE PAU> A"/ . -� SRA SHERIFF OTHI s AA0VNT RECEZWO j6q1( TO IN Wi' =NTp CpMPlTER Ex. Occup. OUTLET OR FORURES 20 .SO EX. OCCU OFlxED s RES10 oR 5.00 Tem orar Ser ' I 11 23.00; Mobile Home Facilities LT -20 _ Misc. Wiring 23.0011 PERMIT FEE S MECHANICAL PERMIT Fling Fee 1 20.0c Hood PERMIT FEE I S Mobile Home Installation Fee $ Energy Inspection Fee $ occ coNsr. TrPE TOTAL FEE $ HA2.ESI IMP FLOOD COFPARCEL PO I HO 15 This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By ReceiptNo. PERMIT EXPIRES ON WHITE-D.D.S.-S.D. CANARY -ASSESSOR PINK -INSPECTOR C30l0ENROD•APP�ICANT Date a /vy _e County of Butte � e k'cate'w Oroville, California GENERAL CLAIM CLAIMANT: Jim Butler ADDRESS: 3061 Orange Avenue CITY & STATE: Oroville, CA 95966 DATF OF CI AIM- 01/15/04 SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERVICES DATE DESCRIPTION OF CLAIM DESCRIBE FULLY TO AVOID DELAY AMOUNT Refund Claim - See attached calculation sheet APN: 069-580-026 Permit No.: 02-3106 l PAID • RETAINED I REFUND Development Services $ 109.10 $ 80.10 $ 29.00 SRA $ - $ - $ - Sheriff $ - $ - $ - Other: $ $ - $ TOTAL $ 109.10 $ 80.10 $ 29.00 ............................................... ............. ............................................... ............. ....' ......•o . .............................................................................. .............................................................................. :.....AK ..'VV�V;:::::::::::... ............... ............... B>jD EF::::ACCQU .............. .............. IT:::AMOI3JV.T ............... ............... Development Services 440-001 4210500 $ 29.00 SRA 0100 4617240 $ Sheriff 280 1011811 $ - Other $ - TOTAL $ 29.00 $ 29.00 i, the unaersignea, declare under penalty of pegury that the services or articles claimed have been performed or delivered, and that his claim is true and correct as stated. Dated this . Z 1.� D�- day of s� 2004, at �yl , Calif. Signa ure of Claimant I, the undersigned, hereby certify that, to the best of my knowledge, the services or articles spe 'fled ove have been performed or delivered and that there is a Budget Appropriation or Specific Board Approval (Chec onesame. Dated this day of }_, 2004, at Oroville • -- 6se, �� ✓ L�Li e ead or Authorized Deputy Dept SEE Exp. Code BREAKDOWN Code PAYABLE FROM FUND DO NOT WRITE BELOW THIS LINE - AUDITOR'S USE ONLY DEPT & SUB PROJ SUB. OBJ CLAIM NO. INV NO. INV. DATE ENCUMB. GROSS AMT. /,.s-/may Butte County Department of Development Services YVONNE CHRISTOPHER, DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile ADMINISTRATION *BUILDING * GIS * PLANNING January 15, 2004 Jim Butler 3061 Orange Avenue Oroville, CA 95966 RE: Permit No. 02-3106 APN#069-580-026 Owner: Gordon Spangler On 11/7/02, a deposit was made in the amount of $109.10, of which $80.10 was retained. The remaining fees will be reimbursed to you. Please sign, date, and return the enclosed claim form to this office. Once we receive the claim form, we will then process your refund in the amount of $29.00. Should you have any questions, please contact this office Monday through Friday, 8:00 a.m. to 4:00 p.m., at 538-6869. Sincerely, Diane Lewellen , OA III Administrative Division enclosure 02-3106.1tr County of Butte Oroville, Califomia GENERAL CLAIM CLAIMANT: Jim Butler ADDRESS: .3061 Orange Avenue CITY & STATE: Oroville, CA 95966 nAT1= nP cl AIM• 01/15/04 SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERVICES DATE DESCRIPTION OF CLAIM DESCRIBE FULLY TO AVOID DELAY AMOUNT Refund Claim - See attached calculation sheet APN: 069-580-026 Permit No.; 02-3106 PAID RETAINED REFUND ,Development Services $ 109.10 $ 80.10 $ 29.00 SRA $ - $ - $ - Sheriff $ - $ - $ - Other: $ - $ - $ - TOTAL $ 109.10 $ 80.10 $ 29.00 BREAt +E WN ....: :::: B�D.E'I`.:.: iCCOiJN'I':::ALVi0I3NT' Development Services 440-001 4210500 $ 29.00 SRA 0100 4617240 $ Sheriff 280 1011811 $ - Other $ - TOTAL 1 1 $ 29.00 $ 29.00 1, the undersigned, declare under penalty of perjury that the services or articles claimed have been performed or delivered, and mai mis claim is true and correct as stated. Dated this day of , 2004, at Calif. Signature of Claimant I, the undersigned, hereby certify that, to the best of my knowledge, the services or articles specified above have been performed or delivered and that there is a Budget Appropriation or Specific Board Approval (Check one) for the same. Dated this day of 2004, at Oroville Calif. Department Head or Authorized Deputy Dept. SEE Exp. Code BREAKDOWN Code PAYABLE FROM FUND DO NOT WRITE BELOW THIS LINE - AUDITOR'S USE ONLY IEPT & SUB PROJ SUB. OBJ CLAIM NO. INV NO. INV. DATE ENCUMB. GROSS AMT. F_ REFUND CALCULATION SHEET I CLAIMANT: Jim Butler ADDRESS: 3061 Orange Avenue CITY & STATE: Oroville, CA 95966 DATE OF CLAIM: 12/18/03 APN: 069-580-026 RECEIPT INFORMATION NUMBER: DATE: ISSUED TO: CHECK #: AMOUNT: PERMIT #: PRIOR REFUNDS: FEES VERIFIED 364311 11/07/2002 Jim Butler 1946 $109.10 02-3106 Yes No Yes No Yes No x x REFUND BREAKDOWN DETAIL PAID RETAIN REFUND BLDG 440-001 4210500 SRA 0100 4617240 SHERIFF 280 1011811 BLDG .............. ............................ .............. .................................... .............. ............................ .............. ............................ .............. ................................... .............. ............................ .............. ............................ .............. ............................ .............. ............................ .............. ............................ .............. ............................ ........ ............................ .............. ............................ .............. ............................ .............. ............................ .............. ............................ ............................ ........ .............. ............... .............. ............................ .............. ............................ .............. ............................ .............. ......................... ........ .. .............. ............................ .............. ............................ .............. ............................ .............. ............................ ............................ .............. ............................ .............. ...................... .............. ............................ ............................ ................ .............. ............................ .............. ............................ .............. ............................ ....................... ............................ .............. .......................... .................. .......................... .......................... ................... .......................... .......................... .............. .............. ............ .............. ............. .............. .............. .............. .............. .............. .............. ....... .............. ...... ..................... .............. .............. .............. .............. ............ ....... .......................... ................................. .......................... .......................... .......................... ................................. .......................... .......................... .......................... .......................... .......................... .......................... .......................... .......................... .......................... ... .............. .......................... .............. .............. ............ ............ ............ ............ ............ ............ ............ ........... ............ ........... ............ .......... ........... ............ ........... ........... ............ ........... ............ ........... ............ ........... ............ ........... ............ ........... . .... ............ ....... ........... ............ ........... ............ ........... ............ ........... ........... ............ ........... . ........... .... ........... ........... ........... .... ........... ........... ........... ........... ............. ............ ............ ............ ........ ............ ............ ............ ... ............ . FILING FEES Building 20.001 20.00 Plumbing Electric Mechanical PLAN CHECK Plan Check 35.101 35.101 Energy INSPECTION Energy SRA -BLDG . . Building $46 ............... PERMIT FEES Building Plumbing Electric Mechanical 54.00 54.00 . ............... OTHER BLDG Overcharge ............... . REFUND PROCESS FEE 25.00 -25.00 ............... BUILDING TOTAL 109.10 80.10 29.00 29.00 SRA -FIRE Fire $43 ..... ..... ......... ....... . .............. .............. .............. ......... SRA - FIRE SHERIFF - $360 Sheriff ..... .............. ............... ................ ............................ ........................ ............................ ............................. SHERIFF ............ ............ ............ OTHER NON -BLDG .............. ..................................... .... I ...................................... ........................................... .................................... .................................. . . .... ------------ ............. OTHER 1$ 109.10 1$ 80.10 $ 29.00 $ 2900 $ - $ . I $ BLDG 440 001 4210500 SRA 0100 4617240 SHERIFF 280 1011811 APPROVAL Date Reviewed Michael Vieira Building Manager CHECK: $29.00 DIFFERENCE: (Should be blank) 14 -04 I Butte County Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 REFUND REQUEST APPLICATION REFUND POLICY - Butte County Code 3-41(t) 1. Refunds can only be made upon written request by the person who paid the fees, whose name is on the receipt issued for the fees paid. Any refund checks will be made payable to the name on the receipt. 2. The request must be made within two years from the date of fee payments on permits not issued, and two years from the date of permit issuance for permits issued - if no construction work has been done. 3. Filing fees and plan check fees for work plans checked are not refundable. 4. Fees paid to other County Departments are not covered by this claim. INSTRUCTIONS: Submit this application to Development Services for determination of refundable fees. A claim will be generated for any fees to be refunded and sent to the address below for signature (by the person whose name is on the receipt) and return to Develo ment Services for payment proc-aasing. CLAIMANT'S NAME: MAILING ADDRESS: 9Jr. -9 PHONE: ( ) _-,z4�3 ASSESSOR'S PARCEL NO.: (�� — s1 O ' �� ✓ [Please use one claim form per permit.] BLDG PERMIT NO.: O/ X _ Q�' _ _ -("a - -0: R 14 kP RECEIPT NO.: Receipt No. 1 Receipt No. 2 Receipt No. 3 RECEIPT DATE: _ RECEIPT AMOUNT: �Og, /0 ✓ REASON FOR REFUND REQUEST: Check those fees which you wish to have considered for refund: []Building Permit Fees OSheriff Fees OSRA Fees (CDF Fire Planning) Other (specify): Plans for cancelled permits will be disposed of within 10 working days upon submission of a Request for Refund. If you want the plans, you may ick them up prior to that time. t2/-/ / 1.�.F Date. - COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISIO 7 County Center Drive * pO�roville, California � 95965 •®Telephone (530) 538-7541 �PE�I�T,go (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 069-580-021S ZONI!'1 �:. BUIa ' •LNG PERYYAIT OWNER TELEPHONE SO. FT, OCC. BUILDING VALUATION . OWNERS MAILING ADDRES 98 OM -CI -11 FS 4AZE. QRO�ql=LECA 95ga-, CONTRACTOR'S NAME 7 TELEPHONE ITM R1 M ER 300 1 CONTRACTORS MAILING ADDRESS3061 ORANGE AVE. QRQ�qLLECA 95966 CONSTRUCTION LENDER 9 r• I • .I f LENDER'S MAILING ADDRESS Fireplace Total Valuatlon $ ARCHITECT OR ENGINEER LICENSE NO. 4 :Filing Fee $ 20.00 ARCHITECT OR ENGINEERS MAIUNG ADDRESS Permit Fee $ 54.00 Plan Checkin Fee $ BUILOINGADDREss - 98 HERCULES AVE.,$ Energy Plan Checking Fee $ PERMIT FEE $ 109.1 LOT NO. SUBONIS IONS NAME, PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 TYPE OF WORK New ❑ Addition 13 Remodel [I Utilities ❑ Installation [3i ,Other ❑ Describe Work: RETAINING WALL Each gas water heater or vent 15.00 in Gas stem 1 - 5 outlets 15.00 Buildin sewer 15.00 Mobile Home IS I G . W @20.00 PERMIT FEE ELECTRICAL PERMIT Fling Feel 20.00 Main Service ODOV OR LES: 20.OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in'full force and effect. License Class � F le, Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of theproperty, or my employeeswdh 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 Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) l I certify that in the performance of the work for which this permit is issued, I shall ` not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall @w1h co those ovisions. Date � A O ne Contractor ❑ Age tmi is required for excav Ions over 5'0" deep and demolition or construction er 3 stories in eight. Main Service 200A TO IDDOA 46.00 NEW CONST. BUDS. 3.5¢FTDWELLING OCCUP. s0 OR AODNS. ( a ACC. ; NEW CONST. NON RESIO. MULCTI-OUTLET 97.50 POWER APPARATUS 6 SINGLE OUTLET CIR. 00 Ex. Occup. OUTLET OR FD=REs SAL@':0 Ex. Occup. opAPP REs o.DFRw 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation e PERMIT FEE S Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $109 10 H IMP FLOOD CDF pggC0. PO HD IS This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have By �_- PERMIT EXPIRES ON applicable provisions Resolutions to do work been paid. ate (�63 IQQ e Receipt No. `-d I WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT oic f I COUNTY OF BUTTE r BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES R � 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 . CORRECTION NOTICE A b� 5�8d -bL6 OWNrR l 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, 4 - please contact this office immediately. I c ZI Date y� /'fir Inspector REV.10/92 \,t. �f COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDGNG DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-75 gT NO. (Rev. 12/96) APPLICATION AND PERMIT0`� ASSESSOR PARCEL NUMBER - 069-580-026 ZONING BUILDING PERMIT OWNER GORDON SPANGLER. a S ��� TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS -Tr96 S' 98 HERCULES AVE., OROVILLE, CA 95966f CONTRACTOR'S NAME UNKNOWN TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuatlon $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 27.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 23.00 BUILDING ADDRESS 98 HERICITTES AVE_, oRnyTT.T.F. -Energy Plan Checking Fee $ PERMIT FEE S 70 00 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New Addition ❑ Remodel ❑ Utilities ❑ installation ❑ Other ❑ Describe Work: RETAINING WALL Gas piping system 1 - 5 outlets 15.00 Buildingsewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service 2..AA0.LLEESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.P License Class Lic. No. OWNER -BUILDER DECLARATION 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� 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 20" TO 1000A 46.00NEW CONST. DWELLING OCCUP. OR ADONS. ( a ACC. BLDS. So 3.5¢17r. NoµHEOSID MULTI -OUTLET 97.50 OWER APPARATUS 8 SINGLE OIfTLEi CIR. Ex. Occup. OUTLET OR FIXT BAL p 1.50 Ex. Occup. oFuT NED as °Ek 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: — ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall S. forthwi comply 2rz X Date ��ZS_ 00 Signature of Applicant - Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 70.00 HAZ. D. FEES IMP FLooD 7p O PD HD ISSUEcompensation This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date EXPIRES ON Date Receipt No. A V q bx 400PERMIT WHITE-D.D.S.-B.D. C NA Y -ASSES R PINK -INSPECTOR GOLDENROD -APPLICANT L"`:'o` • x- :—rY'Y`"',.uYr-... .-.�,a}� `}!�„ ... ti•.- :•. Wr �` ,-+.. . �k.R''`,,..� :';��->. _,,,�„ -� ' .•r'i�:a'Gt`'`,;',".';", COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES lV BUILDO11�ISION rs�is . 7 County Center Drive Oroville, California 95965 •'Telephone (530) 538-75�/') nn!E�t�n�T NO. f_@'ev:.12/96) -"` APPLICATION AND PERMIT-�j�'J��►"f V .' ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER GORDONN oZ S" TELEPHONE • SO. FT.OCC. BUILDING VALUATION !- . OWNER'S MAIUNG ApbRESS- \ �I"% r , 050. 8 y CONTRACTOR'S NAME J� T TELEPHONE CONTRACTORS MAILING ADDRESS t CONSTRUCTION LENDER ,' LENDER'S MAIUNG ADDRESS .1 t'S ! ~ Fireplace Total Valuation $ ARCHITECT OR ENGINEER. / LICENSE NO. - Filing Fee $ 20.00 � Permit Fee 1 $27.00 If rARCHI ECT 0R ENGINEERS MAIUNG ADDRESS' I' F ' • Plan CheckingFee $ 3 .00 IG`ADDRESS qdHERr Energy Plan Checking FeeAVF $ ' z $ PERMIT FEE $ 7171.00 LOT NO. •.T_ SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE 'SF ❑ Duplex ❑ Mobilehome�❑ Other Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 SPECIFY Each gas water heater or vent 15.00 TYPE OF WORK !, 0""� ,New YET Addition ❑ Remodel ❑ Utilities ❑ 'Installation ❑ Other ❑ ,Desciibe w'�" RETAINING WALL Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 ;#✓`* 1 PERMIT FEE $ •'°'' . ,* �` "�� ELECTRICAL PERMIT Fling Fee 20.00 f - OOVOR Main Service: 2o0A OR LESS 23.00 ✓ f LICENSED CONTRACTOR'S DECLARATION yI hereby affirm under penalty of perjury that I am licensed under provisions of Chapter Y 9 (commencing with Section 7000)Division 3 of the Business and Professions Code, and my license is in full force 'and effect. License Cl TSS 0 ' Lic No. OWNER -BUILDER DECLARATION ! I hereby affirm under penalt of perjury that,l am exempt from the Contractors License Law for le followin x reason: j +, ° 9 ❑ I' as owner of the property, or my employees with wages as their sole compensation; '' �►;. w II do the work, and the structure is not".intended or offered for `sale yOn-TS owner of the Rroperty, am exclusively contracting with licensed contractors Main Service 200A TO Io00A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( a ACC. BUDS. So 3.50 NEW CONS . MULTI.O,�of NOLFRESID. UTLET @7.50 POWER APPARATUS a SINGLE OUTLET CSI R. ' Ex. Occup.. OUTLET OR FIXTURES BAL @ I. 0 FIXED APPLNS. OR Ex. Occu . � p Tg RESID. En 5.00 -Temporary Service ; 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 to construct the project. ❑ 1 am exempt under Sec. Business and Professions, Code for this reason � PERMIT FEE $ � MECHANICAL PERMIT Fling Fee 1 20.00 WORKERS''kCOMPENSATION DECLARATION 1 hereby affirm under penalty ofdperjury, one of the following declarations: ❑', 1 have and will maintain "a certificate -of consent to self -insure for workers' 1\compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued.''r Heating Cooling Hood 6.50 ❑ I'have'and will maintain workers' compensation insurance, as required by Section 3700.of the Labor Code, for the.performarice of work for which this permit is issued. My worker's' compensation insurance carrier and policy number. are: Ventilation r PERMIT FEE $ Carrier +, fr f Mobile Home Installation Fee $ Policy Number•/'r.,ck J ,`1. ; ,,(The above sections need •not be completed if the permit is for work of a valuatio of one hundred dollers,($100) or less.) I_ ❑ 1 certify that iri the perfo ,. once of the work for which this permit is issued, I shall not empigy.•any person Inany manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 70.00 HAZ. D. FEES IM FLOOD CDF PARCEL PD HD SSUE workers' compensation provisions of section 3700 of the Labor Code, I shall + forthwi h comply with those rovisio s. , This permit is hereby issued under the applicable provisions z::7 �` Y Date Y _ Signature of Applicant -- OCOwwner❑❑ Contractor ❑ Agent of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. -` -An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. By Date PERMIT EXPIRES ON f RecptNo. WHITE-D.D.S.-B.D. CANA Y -ASSES R PINK -INSPECTOR GOLDENROD -APPLICANT Date .1' .� -� ♦, t'ww'w. -•. ,.• -..._• �.r L . •-"'"i:',"'..7. ,-':,77 7 *"�.: �r---•..-..-:w-^wr ::.4ryyn{;,i�,•„hof �,:-.�” i COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDFF�VIVISION '* %k 7 County Center Drive • Oroville, California 95965 • 8,1 Telephone (530) 538-75No. hev.12/96) APPLICATION AND PERMIT [ � hT ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER GORDON SPANGLER 21- T •Ste" a -533-6069SO. TELEPHONE Ff. OCC. BUILDING VALUATION .OWNERS MAILING ADDRESS 98 HFRCULES AVE., OROVILLE,CA 95966 CONTRACTOR'S NAME UNKNOWN TELEPHONE CONTRACTORS MAILING ADDRESS " CONSTRUCTION LENDER 'LENDER'S MAIUNG ADDRESS I I Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing F@@ $ 20.00 Permit Fee t $ 27.00 F ARCHITECT OR ENGINEERS MAILING ADDRESS .� Plan Checking Fee $ 23.00 BUILDINGADDRESS 98 � HERCULES V V F 1J M14 Energy Plan Checking Fee $ ..1R , $ PERMIT FEE $ 7 .117110 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 T USEOFSTRUCTURE "SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 yyqq TYPE OF WORK` New`J Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ describe woik: RETAINING WALL Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service ODA OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION `I hereby affirm under penalty of :perjury that I am licensed under provisions of Chapter 9 commencin with Section 7000 of Division 3 of the Business and Professions Code, ( g ) and my license is in full force and effect.POWER License Class Y LIC. NO. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following �reason: j ❑ 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. p�ml, as owner of the property, am exclusively contracting with licensed contractors to construct the pioject. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service ODA TO � 46.00 NEW CONST. DWEWNG OCCUP. U OR AODNS. ( a ACC. Bis. s0 3.5QFT; NEW CONST. MULTI.OUTLET NON-RESID. QG 7,50 APPARATUS 8 SINGLE OUTLET CIR. " Fac, Occup. OUTLET OR FDMRES SA20 L 1.00 0 Ex. Occup. OurEiEDrs qs °ER, 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring+2il PERMIT FEE $ WORKERS'i 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 3700.6f the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier t Policy Number 'i '. (The above sections need not be completed if the permit is for work of a valuation of one hundred dollarS ($100) or less.) r"$4' ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in"zany manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply With those rovisio s. „/7j X _ -' Date `7' 00 Signature of Applicant - CST Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. 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 $ 70,00 HAz D FEES IMP'FLOOD CDF PAC PD HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. , Date f Date Receipt No. WHITE-D.D.S.-B.D. CANARY-ASSE R PINK -INSPECTOR GOLDENROD -APPLICANT to •' �"- v - /COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDIi�IC QJ.VISION 7 County Center Drive » Oroville, California 95965 » Telephone (530) 538-75 1MI1T NO. (Rev.12/96) APPLICATION AND PERMITV, ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER GORDON SPANGLER I T r z 4 414= TELEPHONE 5 SO, FT, OCC. BUILDING,VALUATION . OWNERS MAILING ADDRESS .A' r, 98HRC OMILLE, CA 95966 COO TRA{C/T�OgR�S� NAME UNKNOWN TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS I. Fireplace Total Valuation $ ARCHITECT OR ENGINEER j LICENSE NO. Filing Fee $ 20.00 Permit Fee $27.00 C ARCHITECT OR ENGINEERS MAILING ADDRESS - . Plan Checking Fee $ 23,00 BUILDING ADDRESS 98 $ERCI.I S AVE..02,0VIIIE Energy Plan Checking Fee $ $ PERMIT FEE $ 7 00 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE 'SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK , r' New cT Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: RETAINING WALL f Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home IS I GI W @20.00 PERMIT FEE $ ,;� ..•� �^ ELECTRICAL PERMIT Fling Fee 20.00 Main Service 22000A OR LEss 23.00 ' LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.P License Class Lic. No. j 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. W 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 woikers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier .,,.,-.Policy Number ! (rhe above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in,any manner so as to become subject to workers' laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply withprovisio S. - r� X Date - .- Z/ ^ 00 Signature of Applicant - Er Owner ❑ 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 0 TO lOooA 46.00 Occs oW:wNo up. o. NEW coNsr.S. 3.5Q ADDNS. ( FT. NOR EW CONST. - MUL�TIC NON-RESID. OUTLET C @7.50 OWER APPARATUS 8 SINGLE OUTLET CR. Ex. Occup. OUTLET OR FIXTURES 20 @ I.00 BA.50 Ex. Occup. oFlxus ALN D OEp 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirin 23.00 PERMIT FEE S MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ coNsr. TYPE TOTAL FEE $ 70+00 HAZ. D. FEES IMP FLOOD COF PARCEL po HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date 9 Dete Receipt No. G~� /r 1 WHITE-D.D.S.-B.O. CANARY-ASSES'90R PINK -INSPECTOR GOLDENROD -APPLICANT ,.,:,.�.r _.� ,a a' ..,x_^a .ti�.s*'r-�4 '�ex<.ns; ;'i'd, .r yr�.�, a .C-. i••"•.x► �T �c ,Z' ..,>fr . ;.�.L;� ,t� •.:r... a., "- ...:t�i.� a_�+..�.�,�..._�.. "� ` , .;4:�t;���..r i '�» Z.c��.w#.4".t :._; �,,t r •K...;4t'..�"-`'s., 3r;.'L�C COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 } PERMIT APPLIC,4 TION DATA SHEET OWNER:�� , r ASSESSOR PARCEL ER: (96 — �Q LJ 0 '�z Proposed Build' g Use: L()a& Building Inspector: Date: — — N At time of permit application, I was wised the following data must be submitted prior to permit -processing and/or issuance: Date Received By ❑ 1. All iiems have been submitted-------------------------------------------------------------------------------------- V . Plot plans, 3/4 sets, signed by the preparer of plans. -------------------------------------- ---------------------- ❑3...Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- tG F gineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5: V_ngineere4 truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 116. Energy Design Compliance and supporting documentation.-------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------- ❑ 8. Hazardous Material Form. ----------------' ------------------------------------------------------ ❑ 9. Manufactured Home data and installation instructions including Tie Down Specifications. ❑ 10. Fees of $------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule. ------- ❑ 12. California Department of Forestry plan approval/fees. ❑ 13 lood elevation certificate. ----- K- Sanitation and plot plan appro,, ❑ 15. City of Chico plumbing permit. Health Department. ❑ 16. Plot plan and business license approval from the City of Biggs. ❑ 17. Planning approval for (A) Use: (B) Parking: 01 , 8. Contact Land Development about El Improvements, El Drainage, ❑ Legal Parcel. ❑ 1. Encroachment Permit for driveway (construction approval prior to occupancy). -- E120. Pre -inspection for required. Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). -------------------- ❑22. Workers' Compensation carrier and policy number. -------------------------------------------- 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner EI) - ---------------------- ❑24. Letter of signature authorization. ----------------------------------------------------------------- ❑ 25. Recorded copy of Agricultural Acknowledgment Statement. ---------------------------------- 1126. Letter of intent on building use. ----- -------------------------------------------------------------- ❑27. Manufactured Home utility clearance. ------------------------------------------------------------ ❑28. Existing violations and/or expired permits. ------------------------------------------------------ 0 29. 1143 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 1130. Other Wh�riyou issue permit' p cess Ilows El Mail to owner, ❑Ma' o ntractor. ff]Telephone J (S/� and hold for pickup at lJ ollice. ❑ Deliver. ith ector. Applicant: Date:, Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: (Date) 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: 6Z-�� . �,-?, Contractor, designer, owner,, as advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. .ev.12196) OWNER / OWNERS WJUI COMRACTDR't COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538.7541 APPLICATION AND PERMIT _ � (/� ZONING BUILDING PERMIT P40`6066 SO. FT. C. BUILDING VALUATION % O S'-- tJ CFWRACTORV WLLJNO ADDRESS CONSTWJMN LENDER LENDER'S VALING ADDRESS Fireplace Total Valuation b ARCNfrEct OR ENGINEER LICENSE NO. Flln Fee b 20;00 t ARCKrEcr opt ENowErQ+s 'wLUNG ADDRESS Permit Fee b Plan Checking Fee— BUtiDNOADORESs /^/I/ & Energy Plan Checking Fee b `" " l b PERMIT FEE _ IDTNq. SUBDNEipN9NAME P""oEL ""1° PLUMBING PERMIT Fling a 20.00 USEOFSTRUCTURE Each Trap 7.00 Solar or heat pump water heater 23.00 SF ❑ Duplex ❑ Mobilehome ❑ Other Water piping 15.00 SPEesv Each gas water heater or vent 15.00 TYPE OF WORK Gas piping system 1 - 5 outlets 15.00 New ❑ Addition ❑ Remodel r0 Utilities ❑ In*11ation ❑ Other /^❑ Building sewer 15.00 Describe Work: (.� / /!T i� ��1 L-- Mobile Home I S G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Flin Fee 20.00 Main Service oo OR RR LESS 23.00 Main Service 20" To IOOOA 46.00 NEW CONST. / OWB AJNQ OccuP. 3.5Q F'T. OR ADONS. \ t ACC. BLDS. NEW rUMT. MULTI-0VRET NON.RESID. MUNCH MACUM ) 97.50 r EX. OCCU . OUTLEr OR FDRURES I BAL '- .� Ex. Occup. OLrr��S�ESID.1EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Wsc. Wiring 23.00 PERMIT FEE b MECHANICAL PERMIT Fling Fee 20.00 Heatina 6.50 Ventilation PERMIT FEE S Moble Home Installation Fee b Energy Inspection Fee b o`c CONST' TYPE TOTAL FEE $MPARCEIL NAZ D. FEES WP FLOOD CDi This permit Is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work Indicated above for which fees have been paid. By Date PERMIT EXPIRES ON COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES BUILDING DIVISION NOTICE Post this job card in a safe, conspicuous place. Do not remove until all required inspections are made and building Is approved for occupancy. Plans must be available on the_job site. A.P.No._--- - -- - - ---� Owner - 069-58-0-026 00-0859; Contractors SPANGLER, GORDON !` 98 HERCULES AVE., OROVILLE Permit No., RETAINING WALL +xes _ --- _ PERMITTEE MUST CALL FOR INSPECTIONS INSPECTION I DATE I INSPECTOR Piers Conduit Pre•Gunite Underfloor Plumbing Underfloor Electrical Underfloor Mechanical Underfloor Framing Slab DO NOT OCCUPY UNTIL ALL THE ABOVE IS SIGNED AND THE BUILDING OR MOBILE HOME IS APPROVED FOR -OCCUPANCY ......A....d..d. ...... > .3rinatos><>'> ............... Oroville - 7 Count Center Drive d=Hr ahsa:?:. 538-7636 Chico - 411 Main Street 891-2751 891-2834 Revised 7/94 t NOTES - RESIDENTIAL PERMIT NO. __. _,._ --- ---- --- 00-0859 069-58-0-026 SPANGLER, GORDON 98 HERCULES AVE., OROVILLE RETAINING SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) Signature r ✓ = OK 0 = NOOK - - = Not Applicable * = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK. except k's Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements Footings; Soils -Size -Depth -Spacing -Connectors -Steel 2. Soils; Special MH Support Sketch Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer; Location -Test -Fall -C/O -Concrete Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing 4. Water; Location -Test -Easement Needed (Sketch) Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Carports; Windows -Doors 6. Gas; Location -Test -Wrap;-/ /" L'ft. / /'Nat. or/ /"L"ft./ /'LPG Electric 7. Well Clearance 8 Disconnect Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 8. Utility Clearance " Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except Ws 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector - 1. 4. Electricity; MH Test -Crossovers -Breakers -Clearances 2. 5. Drain; MH Test -Fall -Flex Connector 3. 6. Water; MH Test -Regulator -Connector 4. 7. Water and Sewer Connected -C/O to Grade -HD Approval 5. 8. Gas and Electricity Tagged 6. 9. Tie Downs -Type -Installation Cert. ` 7. 10. Exits; Insp.-Sketch 8. 11. Cert. of Occupancy 9. 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except N's 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 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 k'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- Pane lboards-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 / = OK 0 = Not OK - = Not Applicable =Not Ready RESIDENTIAL (; Date FRAMING (Continued) Underfloor (Plans) OK except #'s 46. 1. Zoning -Setbacks -Easements -Flood -Slope 47. 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 48. 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ P' Ftg. Depth 49. 4. Fig., Porches & Decks; Soils -Steel-/ P' Ftg. Depth 50. 5. Stemwalls, Main; Steel-Blockouts-Wrapped 51. 6. Stemwalls, Garage; Steel -Blackouts -Wrapped 52. 6a. Hold Downs and Special Anchors 53. 7. Slab, Steel -Wrapped 54. 8. Piers -Fireplace Ftg.-Steel 55. 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 56. 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 57. 11. Water Pipe; Test -Anchors -Regulator -Service Test 58. 12. Electric Underground 59. 13. Plenums & Ducts; Clearance -Material -Support -Ins. 60. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 61. 15. Access & Ventilation 62. 16. Insulation Date Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s PLUMBING (Permit) OK except #'s 63. 17. Water Htr.; Vent -Access -Combustion Air Baffle 64. 18. Water Pipe; Test & Anchor -Nail Protection 65. 19. D.W.V.; Test Fittings & Anchor -Nail Protection 66. 20. Shower Pan; Test, First Floor -Tub Access 67. 21. Test Tub & Shower, Second Floor -Tub Access 68. 22. Gas Pipe; Sixe & Anchors 69. Stairs & Rails Date Fireplace or Stove, Clearance -Hearth Card B-1 Date Card B-1 Date Elec. Outlets at Wood Panel, Int. & Ext. Card B-1 Date Card B-1 Date Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance ELECTRICAL (Permit) OK except #'s 73. 23. Fixture & Transformer Clearance -Ins. Protection 74. 24. Elec. Receptacles Spacing -Lights & Switches at Doors 75. 25. Size Boxes & No. of Conductors Stapled 76. 26. Romex Installed Close to Edge of Studs & C.J. 77. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water - 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 79. 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At 80. 30. Range Circle / / ga Cu or AI.Oven Circ. / / ga Cu or At Insulated Neutral p Yes ❑ No 81. 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 82. 33. Clothes Closet Light -Shower Light -Spa Light, 83. 34. Smoke Detector 84. A.C. Unit Disconnect, Electrical -Plumbing Date Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings Card B-1 Date Card B-1 Date Water Well, Disconnect, Electrical, Plumbing Card B-1 Date Card B-1 Date Exterior Elec. Trim, G.F.I. Receptacle -Underground MECHANICAL (Permit) OK except #'s 88. 35. A.C. Ducts Insulation & Support 89. 36. Vent Fan, Exhaust above insulation 90. 37. Condensate Drain & Overflow, Size & Grade 91. 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 92. 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 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 FRAMING (Permit) OK except #'s 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing jingle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rffr. Ties-Purlin-Roll 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. 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 Connecto7-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 El Yes 82. Following Instld./Drive ;J Yes J NoMalks 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-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: /�`1.�j��•'���w7 .}•yam_ '^" �• _ it ._. �• -.+ LAND O` N,4TURAl WEALTH AND BEAUTY September 18, 2002 Gordon SpariVer 2558 South 5` Avenue Oroville, CA 95966 BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 RE: Formal Warning Notice Building Code Violation 2558 South 5`h Avenue Oroville, CA 95966 AP # 069-580-026 Dear Gordon Spangler: This is a formal warning notice. Pursuant to Butte County Code (BCC) Section 41-2, a courtesy notice dated August 12, 2002, was sent to you notifying that you are in violation of the BCC, and 1998 California Building Code (CBC), at the above -referenced location. As of this date, the following violations still exist: Failure to obtain required permits, inspections and approval from this office for the construction of a retaining wall. Planning approval may be required if built within set backs. (a) Section 106.1 Permits Required (b) Section 108.1 Inspections Required (c) Section 108.4 Inspection Approval Required Before Use or Occupancy (d) Section 3405 Change In Use Requires Conformance to Code The above violations(s) shall be corrected or abated by you by submitting three (3) complete sets of plans, applying for the required permits, and paying the appropriate fees, including penalties. After permit issuance and field authorization to proceed, the work must be completed and approved by this office within the permit specified time. This is your final warning. Unless you contact this office and make the proper arrangements to correct or abate the violation(s) voluntarily, within ten (10) days from the date of this letter, enforcement shall be pursued through the issuance of a citation (ordering you to appear in court) for said violation(s)- and for failing to comply with this warning letter. Upon conviction of said violation(s) or of failing to comply with this letter, the court shall impose penalties (fines) and a Notice of Violation shall be recorded in accordance with Butte County Code Section 41-7. The Notice of Violation shall include a description of the premises the violation concerns, a description of the violation, the date of your conviction and the action necessary to correct or abate the violation(s). September 18, 2002 Page 2 Gordon Spangler Should you have any questions concerning this matter, please contact Scott Rutherford or Michael C. Vieird in this officd at the address or telephone number listed above. Sincerely, Scott Rutherford Chief Building Inspector SR:th PROOF OF SERVICE BY MAIL 1 I am a citizen of the United States and employed in the County of Butte. I am, 2 ' and was at the time of the service hereinafter mentioned, over the age of eighteen years 3 and not a party to the within action. My business address is Department of 4 Development Services, Building Division. # 7 County Center Drive, Oroville, California 5 95965. I am readily familiar with the County's practice for collection and processing of 6 correspondence/documents for mailing with the United States Postal Service and that 7 said correspondence/documents are deposited with the United States Postal Service in 8 the ordinary course of business on the same day. 9 On September 18, 2002, a foregoing 10 -Day Letter on the person(s) named 10 below by placing a true copy thereof in a sealed envelope, with first class postage 11= thereon fully paid, addressed as indicated below, and by placing said envelope 12 In the appropriate place within the Department of Development Services 13 where mail is collected for mailing with the United States Postal Services 14 on the same day. 15 X In the United States Postal Service Mail in Oroville, California. 16 Gordon Spangler _ 17 2558 South 5th Avenue Oroville, CA 95966 18 AP# 069-580-026 19 20 1 declare under penalty of perjury under the laws of the State of California on September 18, 2002 at Oroville, California. 21 -22 23 Q 24 25 Tammy Holt Plan Applicant Assistant • 26 27 r 28 Vieira, Mike From: marianne@co.el-dorado.ca.us Sent: Tuesday, December 16, 2003 12:51 PM To: Vieira, Mike Subject: Maximus Is it possible for me to get a copy of your completed user fee study? You can mail it to: El Dorado County Building Department Marianne Oliphant 2850 Fairlane Court Placerville, CA 95667 Thanks Michael, Marianne '*. 1 ,COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISIO 7 County Center Drive Oroville, California 95965 •Telephone (530) 538-7541 �PC�M�9T�fg0 (Rev. 12/96) APPLICp'-LN AND PERMIT J//((/� ASSESSOR PARCEL NUMBER (AM 069-580-026 BUILDINGPERMIT OWNER -- ;TELEPHONE SO. FT. OCC. BUILDING VALUATION 300 10p5 3000.00 .OWNERS MAILING ADDRESS'j' 98 LIERC111 FS- AVE OROVILLE -CAr 9-96 CONTRACTOR'S NAME 1 /i TELEPHONE TTM RIM ERw524-9763! CONTRACTORS MAILING ADDRESS ! 3061 (MANGE AVE., GROVILLECA 95966 CONSTRUCTION (ENDER 9 I Fireplace LENDER'S MAILING ADDRESS .00 Total Valuation $3000 ARCHITECT OR ENGINEER LICENSE NO. —Filing Fee $ 20.00 Permit Fee $ 54.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 35.10 BUILDING ADDRESS 98 HERCULES AVE Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other 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 ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: RETAINING WALL Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W I @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 R LESS Main Service 200, OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. ��� License Class OWNER-BUILDER D C A ATI N 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 Main Service 200, TO 46.00so CCU000A NEW CONST. DWEWNG OCCUP. SO OR ADDNS. ( a ACC. BIDS. 3.5¢FT: T. NON -RID. M T,' OUTLET 97.50 POWER APPARATUS 8 SINGLE R FIXTURES 20 Ex. Occup. ovrLEr OR FDCTUREs SAL @ .50 Rl 5.00 Ex. Occup. OFIr.XED R p 0".) Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirinci 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed 0 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 if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall @hwitfh those ovisions. l Date ( � O ne Contractor ❑ Ag tuired for excav Ions over 5'0" deep and demolition or constructionories in eight. 10 Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $109 10 H IMP WOOD CDF PARCEL PD HD IS This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have beenpaid. By r /at✓e �cI PERMIT EXPIRES ON De e Receipt No. DTT.� WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT M a COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 IRev. 12/96) APPLICATION AND PERMIT Z'3P�"I NO A:SESSOR PARCEL NUMBER�ONINO /V/ T„ --t/ '%, BUILQING PERMIT LOT NO. I SUBDIVISIONS NAME I PARC USEOFSTRUCTURE SF 13 Duplex D Mobilehome 0 Other TYPE OF WORK .N. O Add ........ _ w mon O Describe Work: NO. PERMIT FEE PAlb SRA SHERIFF OTHER s �s AAkbV 1T RECE=VED / * WA * TO is "Jr = qTO COWVTIR Fireplace Total Valuation Is Filing Fee OWNER r � TE Permit Fee $ Main Serviceeoov Plan Checking Fee OWN R - COM 'S NA TEI S -COM DWELLING OCCUR 6 ACC. BLOS. TO S LUNO ADO NEW CONS NON•RES10.I CO I UCTION LENDER $ PLUMBING PERMIT LENDER S MAIUNO ADDRESS _ Fling Fee 20.00 ARCHITECT OR ENGINEER UC 7.00 ARCMITECT OR ENGINEERS MAILING ADDRESS BUILDING ADDRESS d •ii n •• 11 1 71 i• r i -ter LOT NO. I SUBDIVISIONS NAME I PARC USEOFSTRUCTURE SF 13 Duplex D Mobilehome 0 Other TYPE OF WORK .N. O Add ........ _ w mon O Describe Work: NO. PERMIT FEE PAlb SRA SHERIFF OTHER s �s AAkbV 1T RECE=VED / * WA * TO is "Jr = qTO COWVTIR Fireplace Total Valuation Is Filing Fee $ 20.0c Permit Fee $ Main Serviceeoov Plan Checking Fee $ - Energy Plan Checking Fee S NEW CONST. ( OR ADONS. DWELLING OCCUR 6 ACC. BLOS. SO. _-- 3.5cs' Fr- NEW CONS NON•RES10.I PERMIT FEE $ PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 Solar or heat 2ump water heater 23.00 Water piping 15.00 Each gas water heater or vent Gas piping Is stem 1- 5 ou 15.00 Buildin sewer 15.00 Mobile Home SIG W 920.001 EX. OCCU OUTLET OR FOCTURES sa Ex. OCCU OUTLETS RESISID oR 5.00 Tem orar Ser 1 23.001 Mobile Home Facilities 20.00 Misc. Wiring 23.0011 PERMIT FEE � S MECHANICAL PERMIT Filino Fee 20.00 H PERMIT FEE I $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ / HA2. D. FEES IMP I FLOOD I CDF PARCEL PO I ND i t This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date Receipt No. PERMIT EXPIRES ON WHITE-O.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT PERMIT FEE $ ELECTRICAL PERMIT Filing Feel 20.00 Main Serviceeoov oR LEss 2o0A OR LESS 23.00 Maln ServlCe 20aL TO '..A I 46.001 NEW CONST. ( OR ADONS. DWELLING OCCUR 6 ACC. BLOS. SO. _-- 3.5cs' Fr- NEW CONS NON•RES10.I MULTI.OUTLET sAANcm cIRcyrrs @7.501 EX. OCCU OUTLET OR FOCTURES sa Ex. OCCU OUTLETS RESISID oR 5.00 Tem orar Ser 1 23.001 Mobile Home Facilities 20.00 Misc. Wiring 23.0011 PERMIT FEE � S MECHANICAL PERMIT Filino Fee 20.00 H PERMIT FEE I $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ / HA2. D. FEES IMP I FLOOD I CDF PARCEL PO I ND i t This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date Receipt No. PERMIT EXPIRES ON WHITE-O.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT iMvb'A"V�"'�r�'++1`"i'91�'�'a#"'�wb�W4�'kr'pf., �. � rr'-v.�•-rz+M'*."^A`+.:e»' w'-,,,,,�r; .r w •.�.•,�•,r►-.-T•-�'�'i4'•'-r ��"�'�J!'i"i�'�"i �� COUNTY OF BUTTE -DEPARTMENT -OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT,APP� CATION DATA SHEET4K�l /) OWNER: r SSESSOR PARCEL NUM Proposed Building Use: 1 Counter Technicia Date: " 0, Items required in order to apply for a permit. All boxes MUST be chec ed O marked NA in order to apply. tPlot plans, 3 or 4 sets, signed,4y 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! ❑ 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. ❑ 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 in 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 .................................... ❑ 10. Letter of intent for non-residential buildings......................................................:.. ❑ 11. Detached Accessory Building Form filled out by the owner ....................... • ............. " ❑ 12. Hazardous Material Form............................................................................... ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 14. Fees as shown on the attached Schedule of Fees Due Sheet ........................ 15. Statement of Intent for Non -heated and A/C Buildings ............................. 16. Sanitation and plot plan approval from the Environmental Health Department ti IT City of Chico Plumbing permit......................................................... ❑ 18. California Department of Forestry plan approval ❑ paid. Sent by: ...................... ❑ 19. Planning approval for (A) Use: (B)Parking: . (C) Parcel Check: ❑ 20. Contact Land Development about 4i;� 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) ...................... ❑ 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 from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephone ti' and hold for pickup. I have been informed of the above items and equirements for obtaining a building permit. Applicant:Date: 1. Index p rmit applicatio for the above items numbered: Plan Check Letter 2. Additio l item fired Contractor, designer, owner, was advised cf the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division :J.it P,'•�i: •'r l cw Vim, I� f0446- F�;O MPx k1'r eev-- sl PTi�EP Gpc.ts� A/ L��t.�j�*ee ew II/vl�� 4wrr av sw W P6t-, Pp l+ 5VF- ��'ti=. �' � • adz 3�a6 BUTT E GGUNTY BUILDING DEPARTMENT I Ir )r AF�.1f•� I l cw Vim, I� f0446- F�;O MPx k1'r eev-- sl PTi�EP Gpc.ts� A/ L��t.�j�*ee ew II/vl�� 4wrr av sw W P6t-, Pp l+ 5VF- ��'ti=. �' � • adz 3�a6 BUTT E GGUNTY BUILDING DEPARTMENT STRUCTURAL CALCULATIONS Jim Butler Retaining walls Oroville, CA Job Number: 02-076 October 30, 2002 QROV E SS/pN q r w I No., 58.201 r I rm*i EXP. 06-30-06 i �OF- CAL\EG BUTTE COUNTY BUILDING DEPARTMENT APPROVED from the design desk of.... Russell, Gallaway Associates 7 ,Sierra Nevada Court Chico, California 95928 (530) 342-0302 fax 342-1882 �•. www.rga-chico.com 2 3/4"' CLR. TO VERTS., TYP. 2-#4 CONT. 8" C.M.U. GROUT SOLID 1—L #4 TOP & BOT. , 'B" 'T" @ 1'-0"o.c. EMBED 5" ' 'B" BARS MIN. w/ SIMPSON H<4'-0" "C" BARS SET EPDXY. Y-0" TOE EXTENSION DETAIL #4@16"o.c. 4'<H<5 2'-9" 1'-3" HORIZ. TYP. - #4@16"o.c. PROVIDE FILTER FABRIC OVER 6-8" DRAIN ROCK w/ 4" MIN. PERFORATED PIPE DRAIN TO DAYLIGHT "A" BARS CONCRETE SLAB 2 #4 RESTRAINS SLIDING CONT. #4 @ - 1'-9b.c. CONT. T„ BUTTE C®UIITY N B, BUILDING DEPARTMENT SITE RETAINING WALL w/ RESTRAINT APPROVED SITE RETAINING WALL & FOOTING SCHEDULE WALL HT. 'B" 'T" Ill. l" "A" BARS 'B" BARS "C" BARS H<4'-0" 2'-0" 94" Y-0" #4@16"0c. #4@16"o.c. 4'<H<5 2'-9" 1'-3" 1'-0" - #4@16"o.c. I #4@16"o.c. NOTE: "C" BARS EXTEND 60 BAR 0 ABOVE FOOTING, MIN. RETAINING RETAINING WALL FOR WA" JIM BUTLER HERCULES DRIVE S 98 OROVILLE, CA �ROf ESS/p,j/ 4 y��2P�0 G RUss� Fti\ o z w No. 58201 r m a P. 06-30-06 1 �- TF OF CALIF 0� from the desicgi desk of.... DRAWN OR CHECKED DATE 10/30/02 , SCALE NONE PRDJ. # 02-076 RETAINING WALL S2 2-#4 2 3/4"' CLR. TO CONT. VERTS., TYP. TL #4 @ 1'-0"O.G CONT. I I I I -I 8" C.M.U. GROUT SOLID "B" BARS "C" BARS #4 @ 2'-0"o.c. HORIZ. TYP. PROVIDE FILTER FABRIC OVER 6-8" DRAIN ROCK w/ 4" MIN. PERFORATED PIPE DRAIN TO DAYLIGHT "A" BARS X lil— NZ 2-#4 CONT. Om auI ItL;UUNBy BUILDING DEPARTMENT kPPROVEp SITE RETAINING WALL & FOOTING SCHEDULE WALL HT. "B" 'T" 'Y" "A" BARS "B" BARS "C" BARS H<4'-0" 2'-0" 0'-8" 1'-4" 04@16"o.c. #4@16"oc. 4'<H<5' 3-0" 2'-0" T-4" #4@16"oc #4@16"o.c. NOTE: "C" BARS EXTEND 60 BAR o ABOVE FOOTING, MIN. RETAINING WALL FOR JIM BUTLER 98 HERCULES DRIVE OROVILLE, CA I? ROFESS/pH\ G R& %P �ti\ B o No. 58201 r m f OFCA1.IF0 from the desk desk of.... DRAWN DR CHECKED DATE 10/30/02 SCALE NONE , VROJ.# 02.076 -To specify your own Title 98 Hercules Dr., Oroville Page: special title block here, Job # 02-076 Dsgnr: DR Date: OCT 14,2002 use the "Settings" screen /0 ^j -_ a / Q a Description.... and enter your title block ` / information. 702 psf OK l l 99 psf OK Allowable = 1,500 psf Soil Pressure Less Than Allowable W0. This Wall in File: c:\rp6\butler.rp5 982 psf ` Retain Pro 6.0, 23 -Sep -2002, (c)1989-2002 138 psf Cantilevered Retaining Wall Design 5.2 psi OK Code: 1997 UBC Criteria Allowable = 85.0•psi Soil Data Footing Concrete Density Footing Dimensions & Strengths Retained Height =. 4.50 ft Allow Soil Bearing = 1,500.0 psf Toe Width = 2.00 ft Wall height above soil = 0.50 ft Equivalent Fluid Pressure Method Heel Width = 1.00 Slope Behind Wal = 0.00:-1 Heel Active Pressure = 30.0 psf/ft Total Footing Widtt = 3.00 ft = Stem OK 0.00 Toe Active Pressure = 30.0 psf/ft Footing Thickness = 16.00 in Height of Soil over Toe = 2.50 in Passive Pressure = 250.0 psf/ft = 8.00 Soil Density = 110.00 pcf Water height over heel = 0.0 ft Key Width = 12.00 in Wind on Stem = 0.0 psf Design Summary Total Bearing Load = 1,201 lbs ...resultant ecc. = 4.52 in Soil Pressure @ Toe = 702 psf OK Soil Pressure @ Heel = 99 psf OK Allowable = 1,500 psf Soil Pressure Less Than Allowable ACI Factored @ Toe = 982 psf ACI Factored @ Heel = 138 psf Footing Shear @ Toe = 5.2 psi OK Footing Shear @ Heel = 1.6 psi OK Allowable = 85.0•psi Wall Stability Ratios Footing Concrete Density Overturning = 2.38 OK Sliding = 1.51 OK Sliding Calcs (Vertical Component NOT Used) Lateral Sliding Force = 474.8 lbs less 100% Passive Force= - 297.1 lbs less 100% Friction Force= - 420.3 lbs FootingllSoil Frictior = 0.350 Key Depth = 0.00 inKey Footing Design Results in = Distance from Toe = 2.00 ft Soil height to ignore Heel Factored Pressure = 982 for passive pressure = 0.00 in Fy psi Mu': Downward = 0 Footing Concrete Density 150.00 774 98 ft-# Min. As % = 0.0018 1.62 psi Allow 1 -Way Shear = Cover @ Top = 2.00 in @ Btm.= 3.00 in Stem Construction 11 Top Stem None Speed Yes Heel Reinforcing = None Speed = Design height ft = Stem OK 0.00 = Wall Material Above "Ht" = Masonry = in = Thickness = 8.00 Medium Weight Rebar Size = # 4 Rebar Spacing = 16.00 Rebar Placed at = Center Design Data fb/FB + fa/Fa = 0.874 Total Force @ Section lbs = 303.1 Moment.... Actual ft-# = 455.6 Moment..... Allowable = 521.2 Shear..... Actual psi = 7.5 Shear..... Allowable psi = 19.4 Added Force Req'd = 0.0 lbs OK ....for 1.5 : 1 Stability = 0.0 lbs OK Footing Design Results in = 6.00 Toe Heel Factored Pressure = 982 138 psf Mu': Upward = 0 23 ft-# Mu': Downward = 0 122 ft-# Mu: Design = 774 98 ft-# Actual 1 -Way Shear = 5.19 1.62 psi Allow 1 -Way Shear = 85.00 85.00 psi Toe Reinforcing = None Speed Yes Heel Reinforcing = None Speed = Key Reinforcing ,= None Speed Modular Ratio 'n' Lap Splice if Above in = 20.00 Lap Splice if Below in = 6.00 Wall Weight = 78.0 Rebar Depth 'd' in = 3.75 Masonry'Data Pm psi = 1,500 Fs psi = 20,000 Solid Grouting = Yes Special Inspection = No BUTTE Modular Ratio 'n' = 25.7878 �p �,/ TT COUNTY Short Term Factor Equiy. Solid Thick. = in = 1.000 7.60 BUILDING DEPARTMENT Masonry Block Type = Medium Weight Concrete Data Pc psi = Fy psi = Other Acceptable Sizes & Spacings Toe: Not req'd, Mu < S ' Fr Heel: Not req'd, Mu < S ' Fr Key: Not req'd, Mu < S ' Fr =To specify your own Title : 98 Hercules Dr., Oroville Page: ' -special title block here, Job # 02-076 Dsgnr: DR Date: OCT 14,2002 use the "Settings" screen Description.... and enter your title block information. This Wall in File: c:\rp6\butler.rp5 Retain Pro 6.0, 23 -Sep -2002, (c)1989-2002 Cantilevered Retaining Wall Design Code: 1997 UBC Summary of Overturning & Resisting Forces & Moments .....OVERTURNING..... .....RESISTING..... Force Distance Moment Force Distance Moment Item lbs ft ft-# lbs ft ft-# Heel Active Pressure = 510.4 1.94 ' 992.5 Soil Over Heel = 165.0 2.83 467.5 Toe Active Pressure = -35.7 0.51 -18.3 Sloped Soil Over Heel = Surcharge Over Toe = Surcharge Over Heel = Adjacent Footing Load = Adjacent Footing Load = Added Lateral Load = Axial Dead Load on Stem = 0.00 Load @Stem Above Soil = Soil Over Toe = Surcharge Over Toe _ 45.8 1.00 45.8 Total = 474.8 O.T.M. = 974.2 Stem Weight(s) Earth @ Stem Transitions _ 390.0 2.33 910.0 Resisting/Overturning Ratio = 2.38 Footing Weight = 600.0 1.50 900.0 Vertical Loads used for Soil Pressure = 1,200.8 lbs Key Weight = 2.50 _ Vert. Component Vertical component -of active pressure NOT used for soil pressure Total = 1,200.8 lbs R.M.= 2,323.3 BUTTE BOUNTY BUILDING DEPARTMEiVT APPROVED 8.in Mas w/ #4 0 1 Sin n/c 2 #0@18.in @Toe #0@18.in @ Heel 13UTTE COUNTY gUIi.D1iJG DEPARTMENT APPROVED • To specify your own �� S f d Q \/G �?. p� Title Wall 2 Page: special title block here,Job # 02-076 Dsgnr: DR Date: OCT 14,2002 use the "Settings" screen r `� I' V)/O S•O.r^ Description.... and enter your title block information. Design Summary Total Bearing Load = 987 lbs ...resultant ecc. = 5.61 in Soil Pressure @ Toe = 1,236 psf OK Soil Pressure @ Heel = This Wall in File: c:\rp6\butler.rp5 Allowable = Retain Pro 6.0, 23 -Sep -2002, (c)1989-2002 Soil Pressure Less Than Allowable Cantilevered Rbtaining Wall Design 1,730 psf Code: 1997 UBC Criteria I 4.8 psi OK Soil Data 3.3 psi OK Allowable = Footing Dimensions & Strengths Retained Height = 3.75 ft Allow Soil Bearing = 1,500.0 psf Toe Width = 0.67 ft Wall height above soil = 0.25 ft Equivalent Fluid Pressure Method Heel Width = _ 1.33 Slope Behind Wal = 0.00 :1 Heel Active Pressure = 30.0 psf/ft Total Footing Widtt = 2.00 Shear..... Actual psi = 5.2 Toe Active Pressure = 30.0 psf/ft Footing Thickness = 16.00 in Height of Soil over Toe = 0.00 in Passive Pressure = 250.0 psf/ft Fy psi = Soil Density = 110.00 pcf Water height over heel = 0.0 ft Key Width = 12.00 in FootingIlSoil Frictior = 0.350 Key Depth = 0.00 in Wind on Stem = 0.0 psf Soil height to ignore Key Distance from Toe = 0.00 ft for passive pressure = 0.00 in fc = 2,500 psi Fy = 40,000 psi Footing Concrete Density = 150.00 pcf Min. As % = 0.0018 Cover @ Top = 2.00 in @ Btm.= 3.00 in Design Summary Total Bearing Load = 987 lbs ...resultant ecc. = 5.61 in Soil Pressure @ Toe = 1,236 psf OK Soil Pressure @ Heel = 0 psf OK Allowable = 1,500 psf Soil Pressure Less Than Allowable ACI Factored @ Toe = 1,730 psf ACI Factored @ Heel = 0 psf Footing Shear @ Toe = 4.8 psi OK Footing Shear @ Heel = 3.3 psi OK Allowable = 85.0 psi Wall Stability Ratios = Overturning = 1.81 OK Sliding = 1.57 OK Sliding Calcs (Vertical Component NOT Used) Lateral Sliding Force = 360.9 lbs less 100% Passive Force= - 222.2 lbs less 100% Friction Force= - 345.5 lbs Stem Construction Top Stem Design height ft= Stem OK 0.00 Wall Material Above "Ht" = Masonry Thickness = 8.00 Rebar Size _ # 4 Rebar Spacing = 16.00 Rebar Placed at = Center Design Data 3.30 psi Allow 1 -Way Shear = fb/FB + fa/Fa = 0.506 Total Force @ Section lbs = 210.9 Moment.... Actual ft-#= 263.7 Moment..... Allowable = 521.2 Shear..... Actual psi = 5.2 Shear..... Allowable' psi = 19.4 Added Force Req'd ....for 1.5 : 1 Stability = 0.0 lbs OK = 0.0 lbs OK Footing Design Results Lap Splice if Below in= Toe Heel Factored Pressure = 1,730 0 psf Mu': Upward = 496 14 ft-# Mu': Downward = 97 298 ft-# Mu: Design = 399 283 ft-# Actual 1 -Way Shear = 4.84 ' 3.30 psi Allow 1 -Way Shear = 85.00 85.00 psi Toe Reinforcing = None Spec'd Modular Ratio'n' Heel Reinforcing = None Spec'd Short Term Factor Key Reinforcing = None Spec'd Equiv. Solid Thick. Lap Splice if Above in= 20.00 Lap Splice if Below in= 6.00 Wall Weight = 78.0 Rebar Depth 'd' in= 3.75 Masonry Data fm psi= 1,500 Fs psi = 20,000 Solid Grouting = Yes Special Inspection = No Modular Ratio'n' _ .25.78 Short Term Factor = 1.000 Equiv. Solid Thick. in= 7.60 Masonry Block Type = Medium Weight Concrete Data fc psi = Fy psi = Other Acceptable Sizes & Spacings Toe: Not req'd, Mu < S ' Fr Heel: Not req'd, Mu < S ' Fr Key: Not req'd, Mu < S ' Fr BUTTE COUNTY BUILDING DEPARTMENT APPROVED To specify your own Title Wall 2 Page: w special title block here, Job # : 02-076 Dsgnr. DR Date: OCT 14,2002 use the "Settings" screen Description.... and enter your title block information. This Wall in File: c:\rp6\butler.rp5 Retain Pro 6.0, 23 -Sep -2002, (c)19e9-2002 Cantilevered Retaining Wall Design Code: 1997 UBC Summary of Overturning & Resisting Forces & Moments .....OVERTURNING..... .....RESISTING..... Force Distance Moment Force Distance Moment Item lbs ft ft-# lbs ft ft-# Heel Active Pressure- = 387.6 1.69 656.8 Soil Over Heel = 275.0 1.67 458.3 Toe Active Pressure -26.7 0.44 -11.9 Sloped Soil Over Heel = Surcharge Over Toe = Surcharge Over Heel = Adjacent Footing Load = Adjacent Footing Load = Added Lateral Load = Axial Dead Load on Stem = 0.00 Load @ Stem Above Soil = Soil Over Toe Surcharge Over Toe = Total = 360.9 O.T.M. = 644.9 Stem Weight(s) Earth @ Stem Transitions _ 312.0 1.00 312.0 Resisting/Overturning Ratio = 1.81 Footing Weighl = 400.0 1.00 400.0 Vertical Loads used for Soil Pressure = 987.0 lbs Key Weight = 0.50 Vert. Component Vertical component of active pressure NOT used for soil pressure Total = 987.0 lbs R.M.= 1,170.3 BUTTS COMM BUILDING DEPI�RTNIENT APPROVED 0 8.in Mas w/ #4 @ Min o/r Solid Grout, 2" I 3" #0@18.in @Toe Designer select all horiz. reinf. @ Heel See Appendix A 3'-9" 1 4'-0" BUTTE COUNTY BUILDING DEPARTMENT APPROVED- -To specify your own ` Title Rear Wall W/ Surcharge Page: special title block here, (E� C I� .y G, (2- Job # 02-076 Dsgnr: DR Date: OCT 18,2002 use the "Settings" screen = / Description.... 1,663 psf Design Data and enter your title block ex PAa.x �- 0 psf fb/FB + fa/Fa - - information. Toe Reinforcing ' Force @Section lbs = 327.1 Footing Shear @Toe = 11.7 psi OK Moment....Actual Actual This Wall in File: c:1rp61butier.rp5 Footing Shear @ Heel = Retain Pro 6.0, 23 -Sep -2002, (c)1989-2002 Cantilevered Retaining Wall Design = code: 1997 use Criteria 85.0 psi Soil Data --A Footing Dimensions & Strengths Retained Height = 4.67 ft Allow Soil Bearing = 1,500.0 psf Toe Width = 1.25 ft Wall height above soil = 0.00 ft Equivalent Fluid Pressure Method Heel Width = 1.50 Slope Behind Wal = 1.00: 1 Heel Active Pressure = 30.0 psf/ft Total Footing Width = 2.75 in= 6.00 Toe Active Pressure = 30.0 psf/ft Footing Thickness = 12.00 in Height of Soil over Toe = 0.00 in Passive Pressure = 250.0 psf/ft Soil Density = 110.00 pcf Water height over heel = 0.0 ft Key Width = 12.00 in ' FootingIlSoil Frictior = 0.350 Key Depth = 0.00 in Wind on Stem = 0.0 psf Soil height to ignore Key Distance from Toe = 0.00 ft for passive pressure = 0.00 in fc = 2 , P sr F500 y = 40,000 psi Design Summary Total Bearing Load = 1,243 lbs ...resultant ecc. = 8.13 in Footing Concrete Density = 150.00 pcf Min. As % = 0.0018 Cover @ Top = 2.00 in @ Btm.= 3.00 in Stem Construction Top Stem Stem OK Design height ft = 0.00 Wall Material Above "Ht" = Masonry Thickne - Soil Pressure @Toe = 1,188 psf OK ss Rebar Size - = 8.00 # 4 Soil Pressure @ Heel = - 0 psf OK Rebar Spacing = 16.00 Allowable . • _ 1,500 psf Soil Pressure Less_ Than Allowable Rebar Placed at = Center .ACI Factored @ Toe = 1,663 psf Design Data 489 ft Actual 1 -Way Shear ACI Factored @Heel = 0 psf fb/FB + fa/Fa - - 0.977Total Toe Reinforcing = None Spec'd Force @Section lbs = 327.1 Footing Shear @Toe = 11.7 psi OK Moment....Actual Actual ft-# = 509.2 Footing Shear @ Heel = 7.2 psi OK Moment.... = 521.2 Allowable = 85.0 psi Wall Stability Ratios Shear..... Actual psi = 8.1 Overturning = 1.63 OK Shear..... Allowable psi = 19.4 Sliding = 0.90 UNSTABLE! Lap Splice if Above in = 20.00 Sliding Calcs Slab Resists All Sliding! Lap Splice if Below in= 6.00 Lateral Sliding Force = 619.4 lbs Wall Weight = 78.0 Footing Design Results in= 3.75 Masonry Data Toe Heel Factored Pressure = 1,663 0 ps Mu': Upward = 0 5 ft Mu' : Downward = 0 494 ft Mu: Design = 866 489 ft Actual 1 -Way Shear = 11.72 7.15 psi Allow 1 -Way Shear = 85.00 85.00 psi Toe Reinforcing = None Spec'd 7.60 Heel Reinforcing = None Spec'd Key Reinforcing = None Spec'd psi = Rebar Depth 'd' f # # �# in= 3.75 Masonry Data fm psi = 1,500 Fs psi = 20,000 Solid Grouting = Yes Special Inspection = No Modular Ratio'n' = 25.78 Short Term Factor = 1.000 Equiv. Solid Thick. in= 7.60 Masonry Block Type = Medium Weight Concrete Data fc psi = Fy Psi = Other Acceptable Sizes 8 Spacings Toe: Not req'd, Mu < S' Fr Heel: Not req'd, Mu < S' Fr Key: Slab Resists Sliding - No Force on Key �ur�� couNrY BUILDING DEPARTMENT APPROVED To specify your own Title : Rear Wall W/ Surcharge Page: special title block here, Job # : 02-076 Dsgnr: DR Date: OCT 18,2002 use the "Settings" screen Description.... and enter your title block information. r•. This Wall in File: c:\rp6\butier.rp5 Retain Pro 6.0, 23 -Sep -2002, tcl1989-2002 Cantilevered Retaining Wall Design Code: 1997 UBC Summary of Overturning & Resisting Forces & Moments ......OVERTURNING... .. .....RESISTING..... Force Distance Moment Force Distance Moment Item lbs ft ft-# lbs ft ft-# Heel Active Pressure = 634.4 2.17 1,375.2 Toe Active Pressure = -15.0 0.33 -5.0 Surcharge Over Toe = Adjacent Footing Load, Added Lateral Load = Load @ Stem Above Soil =. t Total — 619.4 O.T.M. = 1,370.2 Resisting/Overturning Ratio = 1.63 .Vertical Loads used for Soil Pressure = 1,243.0 lbs Vertical component of active pressure NOT used for soil pressure I Soil Over Heel = Sloped Soil Over Heel = Surcharge Over Heel = Adjacent Footing Load = Axial Dead Load on Stem = Soil Over Toe _ Surcharge Over Toe _ Stem Weight(s) Earth @ Stem Transitions _ Footing Weight = Key Weight _ Vert. Component Total = 428.1 2.33 998.9 38.2 2.47 94.4 0.00 364.3 1.58 412.5 1.38 0.50 1,243.0 lbs R.M.= 576.7 567.2 BUTTE COUNTY BUILDING DEPARTMENT APPROVED TY -- jTN1EN � T z'o"eX�s��.�� IOPROED - ,- ren a ji q c "j, to 4_-o p. e is � 5 �- S i; J AJn ,. -To specify your own special title block here, use the "Settings" screen and enter your title block ���Low Wa(I c " back yo, 1Z Title Wall Page: Job # 02-076 Dsgnr: DR Date: OCT 14,2002 Description.... information: 1,349 psf OK This Wall in File: c:1rp61butler.rp5 0 psf OK Retain Pro 6.0, 23•Sep-2002, (c)1969.2002 1,500 psf - Cantilevered Retaining Wall Design ACI Factored @ Toe = Code: 1997 UBC Criteria 0 psf Footing Shear @ Toe = Soil Data A Footing Shear @ Heel = LFooting Dimensions & Strengths Retained Height = 4.00 ft Allow Soil Bearing = 1,500.0 psf Toe Width = 0.33 ft Wall height above soil = 0.00 ft Equivalent Fluid Pressure Method Heel Width = 1.67 Shear..... Actual psi = Heel Active Pressure = 30.0 psf/ft Total Footing Widtt = 2.00 Slope Behind Wal = 0.00: 1 Toe Active Pressure = 30.0 psf/ft Footing Thickness = 12.00 in Height of Soil over Toe = 0.00 in Passive Pressure = 250.0 psf/ft Concrete Data Soil Density . = 110.00 pcf Water height over heel = 0.0 ft Key Width = 12.00 in FootingIlSoil Frictior Wind on Stem = 0.0 psf Soil height to ignore for passive pressure Design Summary Total Bearing Load = 1,053 lbs ...resultant ecc. = 5.75 in Soil Pressure @ Toe = 1,349 psf OK Soil Pressure @ Heel = 0 psf OK Allowable = 1,500 psf - Soil Pressure Less Than Allowable ACI Factored @ Toe = 1,889 psf ACI Factored @ Heel = 0 psf Footing Shear @ Toe = 4.8 psi OK Footing Shear @ Heel = 5.6 psi OK Allowable = 85.0 psi Wall Stability Ratios' = = 0.350 Key Depth = 0.00 in Key Distance from Toe = 0.00 ft = 0.00 in fc = 2,500 psi Fy = 40,000 psi Footing Concrete Density = 150.00 pcf Min. As % = 0.0018 Cover @ Top = 2.00 in @ Btm.= 3.00 in Stem Construction in = 20.00 Design height ft = Wall Material Above "Ht" _ Thickness = Rebar Size = Rebar Spacing = Rebar Placed at = Design Data = 182 fb/FB + fa/Fa = Total Force @ Section lbs = Moment.... Actual ft-# _ Moment..... Allowable = Shear..... Actual psi = cho r Alln... �hlc . ; - Overturning - 1.88 OK Sliding = 1.37 Ratio < 1.5! Sliding Calcs Slab Resists All Sliding! Lateral Sliding Force = 360.0 lbs Footing Design Results in = 20.00 Lap Splice if Below Toe Heel Factored Pressure = 1,889 0 psf Mu': Upward = 208 79 ft-# Mu': Downward = 26 565 ft-# Mu: Design = 182 486 ft-# Actual 1 -Way Shear = 4.79 5.58 psi Allow 1 -Way Shear = 85.00 85.00 psi Toe Reinforcing = None Spec'd No Heel Reinforcing = None Spec'd 25.78 Key Reinforcing = None Spec'd 1.000 ,p Stem Stem OK 0.00 Masonry 8.00 # 4 16.00 Center 0.614 240.0 320.0 521.2 6.0 19.4 Lap Splice if Above in = 20.00 Lap Splice if Below in = 6.00 Wall Weight = 78.0 Rebar Depth 'd' in = 3.75 Masonry Data fm psi = 1,500 Fs psi = 20,000 Solid Grouting = Yes Special Inspection = No Modular Ratio 'n' = 25.78 Short Term Factor = 1.000 Equiv. Solid Thick. in = 7.60 Masonry Block Type = Medium Weight Concrete Data fc psi = Fy psi = Other Acceptable Sizes & Spacings Toe: Not req'd, Mu < S ' Fr Heel: Not req'd, Mu < S ' Fr Key: Slab Resists Sliding - No Force on Key BUTTE VOUNTY BUILD{NG DEPARTMENT APPROVED To specify your own Title Wall 2 Page: special title block here, Job # 02-076 Dsgnr: DR Date: OCT 14,2002 use the "Settings" screen Description.... and enter your title block information. + This Wall in File: c:\rp6\butler.rp5 Retain Pro 6.0, 23 -Sep -2002, (c)1989-2002 Cantilevered Retaining Wall Design Code: 1997 UBC Summary of Overturning & Resisting Forces & Moments .....OVERTURNING..... .....RESISTING..... Force Distance Moment Force Distance Moment Item lbs ft ft-# lbs ft ft-# Heel Active Pressure = 375.0 1.67 625.0 Soil Over Heel 441.5 1.50 661.5 Toe Active Pressure = -15.0 0.33 -5.0 Sloped Soil Over Heel = Surcharge Over Toe = Surcharge Over Heel = Adjacent Footing Load = 'Adjacent Footing Load = Added Lateral Load = Axial Dead Load on Stem= 0.00 Load @ Stem Above Soil = Soil Over Toe _ Surcharge Over Toe _ Total = 360.0 O.T.M. = 620.0 Stem Weight(s) Earth @ Stem Transitions _ 312.0 0.66 207.0 Resisting/Overturning Ratio = 1.88 Footing Weight = 300.0 1.00 300.0 Vertical Loads used for Soil Pressure = 1,053.5 lbs Key Weight = 0.50 Vert. Component Vertical component of active pressure NOT used for soil pressure Total = 1,053.5 lbs R.M.= 1,168.4 BUTTE COUNTY BUILDING DEPARTMENT APPROVED Sliding Restraint 8.in Mas w/ #4 @ 16.in o/c Solid Grout, Designer select ' all ll ho riz. reinf. #0e° 4" 1'-8" . @ Meel See Appendix A 2'-0" Ol k (� pl6 ri- 1�1 e L ok '� C utte Count LAND OF NATURAL WEALTH AND BEAUTY August 12; 2002 "L . BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 Gordon Spangler { TELEPHONE: (530) 538-7541 2558 South 5`h'Avenue FAX: (530) 538-2140 Oroville, CA 95965 RE: Building Code Violation Address: 95 Hercules Avenue Oroville, CA 95966 AP'# 069-580-026 Dear Gordon Spangler: This is a courtesy notice to notify you that you are in violation of the Butte County Code, at the above -referenced location, as follows: Failure to obtain the required permits, inspections and approvals from this office for the construction of a retaining wall. Planning approval may be required if built with in set backs. Since permits and inspections are required for the above work, please submit three (3) complete sets of plans, apply for the required permits, and pay the appropriate fees. All work must stop until these permits are issued and you are authorized by our field inspector to proceed. The field authorization cannot be made until the existing work is inspected and approved. (See attached special inspection letter) It is the County's goal to obtain voluntary compliance with the Butte County Code. However, you should be advised that Butte County has an active Code Enforcement Program which provides an effective means - of enforcement if voluntary compliance is not obtained. Enforcement may be pursued through the issuance of citations, fines and the recording of a Notice of Violation including a description of the action necessary to abate the violation. You have thirty (30) days to voluntarily comply with the above directions or to present an acceptable plan for abatement or corrective actions to be taken by you. Should you have any questions concerning this matter, please contact Scott Rutherford or Michael Vieira in this office at the address or telephone number listed above. 4�iT�cere4ly, Chief, Building Inspector SR:th cc: Assessor t NOTES. ` , _.,f RESIDENTIAL 069-580-026 99-2086 ®� e— PERMIT NO. E-_ SPANGLER, GORDON - - - 98 HERCULES AVE, OROVILLE CONTR: RON PRATER NEW SINGLE FAMILY • i) r a i� I r t SPECIAL CONDITIONS CHECKED r BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS OFFICE COPY I li Address• ' GAS I Meter B Dat E �IC- i Met�3y"` ELECTRI Meter BY F • 1 ♦�./ D V JOB FINALED (Date) / Signature d = OK 0 = Not OK - = Not Applicable = Not Ready • MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements • _ Footings; Soils -Size -Depth -Spacing -Connectors -Steel 2. Soils; Special MH Support Sketch Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer; Location -Test -Fall -C/O -Concrete Wood Awn.; Posts- Beams- RHrs.-Connectors Shthg.-Frg-Bracing ' 4. Water; Location -Test -Easement Needed (Sketch) Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete - 6. Gas; Location -Test -Wrap;-/ /" L'ft. / /'Nat. or/ /"L'ft./ /'LPG Electric - 7. Well Clearance & Disconnect Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 8. Utility Clearance Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. 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 1. 4. Electricity; MH Test -Crossovers -Breakers -Clearances 2. 5. Drain; MH Test -fall -Flex Corinector 3. 6. Water; MH Test -Regulator -Connector 4. 7. Water and Sewer Connected -C/O to Grade -HD Approval 5. 8. Gas and Electricity Tagged 6. 9. Tie Downs -Type -Installation Cert. 7. 10. Exits; Insp.-Sketch 8. 11. Cert. of Occupancy 9. 12. Permanent Foundation Only; License Decal 10. Plumb.; Cir. Test -Water Supply Test Date Light Niche Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 1 ' MISCELLANEOUS Date DECKS, COVI=RS, 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- RHrs.-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 /= OK 0 = Not OK 1 Ir = Not Applicable = Not Ready RESIDENTIAL (Single Date yrfderfloor (Plans) OK except #'s Zc J -Setbacks -Easements -Flood -Slope Fta.,_le1nn. Soils-Elec. Grnd.-/ /" Fta. Deoth ,3/Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg. ches & Decks; Soils -Steel-/ /" Ftg. Depth Stemw ain; Ste el- Blockouts-Wrapped em�,>ls Garage; Steel-Blockouts-Wrapped l ,�_,Id Downs and Special Anchors 7. Slab, Steel -Wrapped 8. PierpFireplace Ftg.-Steel } 9 W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. OF Gas Pipe; Size Anchors -Yard Gas Piping; Size Test Water Pipe; Test -Anchors -Regulator -Service Test 12.ric Underground 13. PI nums & Ducts; Clearance -Material -Support -Ins. 4ldirders-Sills-Anchor Bolts-Joists-Vents-Crippies ✓15. Access & Ventilation 16. Insulation Dat oma- Card B- Date Card B-1 Date _ Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s at r.Htr.; Vent -Access -Combustion Air Baffle ater Pipe; Test & or -Nail Protection 19. D.W.V.; Te ntings & Anchor ail Pro on hower Pan; Test, First Floor -Tub Access 2/. 'Test Tub & Shower, Second Floor -Tub Access a>ldaa's Pipe; Sixe & Anchors Date Card B-1 Date Card B-1 Date 3 Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s FixtyLa & Transformer Clearance -Ins. Protection Elec. Receptacles Spacing -Lights & Switches at Doors ize Boxes & No. of Conductors Stapled L26-f4S—nstalled Close to Edge of Studs & C.J. Equi round made up w/Mech Fasteners -Bond Gas & Water Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / g u AI 30. Range Circle/ / ga Cu or Al -Oven Circ. / /('s / g2/C-tLor At InsuWad Neutral ❑ Yes Q No Service -Riser Conductors & Ground Main Disconnect 3 ui -tearances Panels-Motors-Mech. Equip. /3 lothes Closet Light -Shower Light -Spa Light 44.RmI5'ke Detector Date L � 4 Card 13-1.Date Card B-1 Date Card B-1 o Date Card B-1 Date MECHANICAL (Permit) OK except #'s A*-W—C.jDdcts Insulation & Support Vent Fan, Exhaust above insulation . Condensate Drain & Overflow, Size & Grade urn --Vent Access -Comb. Air -Return Air Vent 115 outlet Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 a Date Card B-1 Date _FRAMING (Permit) OK except #'s Sit roper Materials & Anchors Walls Studs -Nailing Spacing & Braces -Plates -Sound oaring Walls over Girders & Floor Nailing 3_ Stop in Walls (rat proof) e Stops, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size & Bearing & Duplex) Date FRAMING (Continued) ist9Ta -Post Caps -Anchors -Connectors ing. Joist-Rftr. Ties-Purlin-Roll Brac ting.-Rfng. "4 . fireplace ies or ype A Flue -Fireplace roat Clearance IAQ!Atti ccess; Size & Romex Protection -Draft Stop -Ins. Baffles L4Rd'­BdPK Windows or Exiting Doors -Sill Ht. & Dimensions J Garage Fire Protection Framing ro erty Line Firewall & Openings t. Doors -One 3' -Check Garage 3rd Story, 2 Exits 4. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection L68.—Plywood on Roof Overhang -Attic Vents -Rafter Outriggers bt�i e ir i 2 Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access tzi rea-Glass Protection -Skylights -Plastic hear Gv race Interior/ terior Wo Pane s OjP 61. Insulati -W I eilings 62. Infiltration -Walls -Windows Date IJ1etard B-1Date Card B - Date Card B-1, Date Card B-1 Date INAL (Plans) OK except #'s Ext. teps-Door & Sidelight Protection -Landings Smoke Detector Furnace Vents -clearance -Comb, Air-Connector- Floor-'ducts-Mech. Protection (fi3!G.F Bath Fixtures & Tub Access -Spa I . rim & Subpanel, Breaker Sizes & Labels fairs & Rails 7e -Hearth LJ.1!Erc. Outlets at Wood Panel, Int. & Ext. ✓. it. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance Elec. Outlets & Receptacles at Kit. Counter arage Fire Door; Swing -Landing -Closure mper tr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection nsulation-Foam-Looked in Attic Lf&erG_uard Rails & Deck Construction -Post Caps LaL—F�d—nVBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor Q Yes 82. Following Instld./Drive Z YeS] No/Walks Zlse—JNo/Planters 7 Yes aW6 C.B!'� A.0 , nit Disconnect, Electrical -Plumbing ents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings Plumbing Elec. Trim, G.F.I. -88. Ve tilation Throughout House leT—Glass Protection 90. Corrections from Previous Inspections p1. Meters Tagged, Gas -Electric 4e.. Water & Sewer Connected -C/O to Grade -HD Approval Ua-6—twy Compliance Certificate -Other Certificates 104- Address Posted Dat Card B-1 Date Card B-1 DateqQ Card B-1 Date Card B-1 Date bd Card B-1 _ Date Card B-1 Comm nts af Final: �ws5 .- .--�. T •a^` tt .. �+r`,YN.-�.Sv�.'�%'..F'.r1d�.-�3Y.r'ca�lUpl,. 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 OW ER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation,3 please contactthisoffice immediately. R Date .-- 5 ZUU Inspector REV 1 /92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES- 01 -Main Street • Chico, CA • (530) 891-2751 =r 7 County Center Drive • Oroville, CA • (530)'538-7541 CORRECTION NOTICE 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. �2 Date 6P Inspector REV 10792 1 COUNTY OF BUTTE.- t 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- .1 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.. ea6r9G/ L -E w rr t4 t Date 67-- L, Inspector REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you �ve any questions pertaining to this matter, or need additional explanation, plea�contact','s office immediately. A n 01 Date -74r/ DU Inspector�X 464 ` REV 10/92 CERTIFICATION OF INSULATION ADDRESS OR TRACT SACRAMENTO INSULATION CONTRACTORS ���— tHA N [— P.O. BOX 854, WEST SACRAMENTO, CA 95691 LIC. #202026 t� a LOT 1 f� l p j� ❑ 1309 MELODY ROAD, MARYSVILLE, CA 95901 LIC. #202026 ❑ P.O. BOX 9651, FRESNO, CA 93793-9651 LIC. #202026 _ "TC�� ❑ P.O. BOX 1631, RENO, NV 89505 LIC. #10675 ❑ 3326 A PONDEROSA A (�+a \ . U V 19 WAY, LAS VEGAS, NV 89118 LIC. #10675 DATE INSULATION COMPLETED ( SQUARE FEET) ( SQUARE FEET) ( SQUARE FEET) TYPE OF INSULATION TYPE OF INSULATION TYPE OF INSULATION MATERIAL MATERIAL MATERIAL FIBERGLASS FIBERGLASS FIBERGLASS FORM FORM FORM BATTS BATTS & BLOW BATTS MANUFACTURER'S PRODUCT I.O. MANUFACTURER'S PRODUCT I.O. MANUFACTURER'S PRODUCT I.D. MANUFACTURER MANUFACTURER MANUFACTURER OCF OCF OCF BAGS R - VALUE APPLIED R - VALUE APPLIED MIN. INSTALLED R - VALUE APPLIED INSTALLED THICKNESS INSTALLED THICKNESS WEIGHT PER SQUARE FOOT INSTALLED THICKNESS KNEE WALLS IF R -VALUE IS OTHEA THAN WALLS ABOVE MATERIAL FORM R VALUE MANUFACTURER FIBERGLASS BATTS OCF AIR INFILTRATION SEALANT MATERIAL MANUFACTURER Ikmyv\' W R GRACE THIS IS TO CE FY THAT INS LATION AND/OR SEALANT HAS BEEN INSTALLED IN CONFORMANCE WITH APPLICABLE CODES, MATERIAL STANDARA AND VEGULATIONS. • SI URE- UlATlO O RAC R TITLE DATE MANAGER �� V O SIGNATURE-GENER A TITLE DATE 00 REMARKS: SIC -303 BUILDER COPY APA=Vff%7 Certificate of Conformance Certificate 054062 f THIS IS TO CERTIFY that the glued laminated timber products identified with a collective mark of'. Engineered Wood Systems (EWS) were manufactured in accordance with the applicable standards and associated specifications indicated below: ANSI Standard A190.1-1992, For Wood Products — Structural Glued Laminated Timber NER-486 Glued Laminated Timber Combinations And "GAP" Computer Program For Determining Design Stresses AITC 117-93 — Manufacturing — Standard Specifications For Structural Glued Laminated Timber Of Softwood Species IT IS HEREBY CERTIFIED that the APA EWS trademarked structural glued laminated timber members were produced in a manufacturing facility subject to regular audits in accordance with the Engineered --Wood Systems (EWS) Quality Assurance Program. Routine audits include inspection of the manufacturing process and evaluation of the in -plant GSA program with adequate sampling to verify conformance to industry standards for lumber grade and glueline bond quality. 3 �,? X12 -/h %!' ���.•�� W 0 (Poo /f CM by SEAL '�' _ . �? y Thomas G. Williamson Executive Vice President �����H i;N 6 ��O • . ENGINEERED WOOD SYSTEMS Is a retated'oorporatlon of APA — THE ENGINEERED WOOD ASSOCATION 7011 South 19th Street - P.O.'Bo); 11700 - Tacoma, WA 98411-0700 Telephone: (253) 6.65-6600's Fax Number. (253) 585.7285 f. IRV - . ' PERMIT NO: 55-99 :-L9ke Oroville Area Public Utility District 7. s� 1960 Elgin Street OROVILLE, CALIFORNIA 95966 533-2000 DISTRICT APPROVAL AND , VERIFICATION OF INSPECTION BUILDING SEWERS M This verification form must be submitted to the Butte County Department of Public Works Building Department prior to issuance of a building or occupancy permit, whichever is applicable. Prior to final approval by'Butte County of a Building or an Occupancy Permit, a copy of this verification form, signed off by Lake Oroville Area Public Utility District, must be submitted to Butte County. Date: December 17, 1999 Applicant: Gordon Spangler (Ron Prater) 2558 S. 5Th Ave, Oroville, CA 95965 Applicant Address: 98 Her Applicant Phone No.: 533-6069 Property Location(s): A. P. No. (s): Fees due: 98 HERCULES AVE, OROVILLE, CA 99966 Lakeridge Village Lot#94 069-580-026-0 All fees paid. New service connection. Application for service approved: L4E6fiOVILLE AREA PUBLIC UTILITY DISTRICT Inspection(s) made and successful test(s) observed: •L Location: `79 lV4f2ci- /es Date: By: Lake Oroville Area Public Utility District release to close permit: _T Date: ZBy: �-t. (Rev.)2/96) W: COUNTY OF BUTTE - DEPARTMENT._OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 o Telephone (530) 538-7541 PERMIT NO. APPLICATION AND PERMIT ��— ASSESSOR PARCEL NUMBER069-580-026 ZONIN BUILDING PERMIT OWNER SPANGLER, GORDON TELEPHONE SO. FT. OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS 2002 R 108,108.00 912 U 16 416.00 CONTRACTOR'S NAME RON PRATER T53DN9230 62 C 9,125.00 CONTRACTORS MAILING ADD YS. O • BOX 336, PALERMO, CA 95968 CONSTRUCTION LENDER BUTTEL COMMUNITY BANK LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 762.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 98 HERCULES AVENUE, OROVILLE Energy Pian Checking Fee $ 23.00 $ PERMIT FEE $ 1 inn id LOT NO. SUBDIVISION'S MIME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF IR Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New & Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW SINGLE FAMILY DWELLING Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W @20.00 PERMIT FEE S rl ELECTRICAL PERMIT Filing Fee 20.00 000V Main Service R SS 200' OOR LELESS 23.00 25 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license i"ll force and effect.POWER License Class Lic. No. 4/4n `1 4, 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,Mobile 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 _J00 - 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. 6 ACC. BLDS. so 3.5Q�. NEW CONST.MULTI.OUTLET NON.RESID. @7.50 APPARATUS a SINGLE OUTLET CIS. Ex. OCCU OUTLET FIXTURES Ex. Occup. OUTLETSFIXED " RES D OR Temporary Service[IN23.001❑ Home Facilities Misc. Wirin PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 h by affirm under penalty of perjury one of the following declarations: I 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' c p sation insure ce carrier and policy number are: Carrier�l}IL (� MECHANICAL PERMIT Filing Fee 1 20.00 Heating 4 142 TM nr) Cooling Hood 6.50 Ventilation 4.50 9.00 PERMIT FEE $ 79-90 Policy Number ,22q- -� 1 ()X . (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the erformance of the work for which this permit is issued, I shall not emplo n pe son in any manner so as to become subject to workers' compen o ' aws f alifornia, and agree that if I should become subject to the workers' co en o provisions of section 3700 of the Labor Code, I shall forthwi c w' h ose provisions. X DateN6 — Signature A li nt - Owner Contractor 13 Agent/ An OSHA permit is required for excava ions over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL FEE $ HA D. FEES IM FLOOD 'CDF P H ISSUE This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been By�,�WDale PERMIT EXPIRES ON 12 provisions to do work paid. z of Receipt No. 77 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT, COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville,iCalifor'nia 95965 • Telephone (530) 538-7541��� Pg��N9. (Rev.12/96) - APPLICATION AND PERMIT - 10 (� ASSESSOR PARCEL NUMSER _ Z� ZO k I I BUILDINGPERMIT OWNER ' ELEPNo"E SQ. rFT. a OCC. BUILDING VALUATION :w�n, 50,WQ � f) r - ...... [ OWNER'S MAILING ADDRESS Tom. 1 1 L CONTRACTORI MAILING ADDRESS co 0 LENDER'S MAILING ADDRESS ireplace Total Valuation S C/ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 2`0. 0 0 I ARCNnECT OR ENGINEER'S MAILING ADDRESS Permit Fee % $ Plan Checkin Fee $ �'3 BUILDING ADDRESS j.� Energy Plan Checking Fee $ 2 $ .�ab.330 LOT/VARCESL MAP PERMIT FEE $ A PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE Each Trap 7.00 Solar or heat pump water heater 23.00 SF Duplex ❑ Mobilehome ❑ Other Water piping 15.00 SPECIFY � Each gas water heater or vent TYPE OF WORK Gas piping system 1 - 5 outlets 5.00 New Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Building sewer 15.00 Describe Work: (,j/ Mobile Home I S I G I WT— @20.00 PERMIT FEE t ELECTRICAL PERMIT I Flin ee 20.00 Main Service 2�Dw on mss 23.00 Main Service 20GA TO 1000A 46.00 NEW CONST. QDWELLING S OR ADONS. a C. DC3.5O. FT. NON•RESID. MULTFO IRCUT @ITS 7.50 /D . dv POWER APPARATUS a SINGLE OUTLET CIR ZO EX. OCCU OUTLET OR FDMRES 0 .50 BA1 .yD Ex. Occup. .%-'. 5.00 Temporary Service 23.00 l Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE _ / MECHANICAL PERMIT Fling Fee 20.00 / Heating Cooling Z 7C Hood 6.50 J Ventilation l Jl� PERMIT FEE t V Mobile Home Installation Fee $ Energy Inspection Fee .9'0 $ l c q51'E TOTA FEE $ i NAZ• D. FEES I IMP FLO COF PAR y N° UE i ii This permit is hereby Issued under the applicable provisions of !the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. I ! By Date �� c�- (ep � L bOb c� PERMIT EXPIRES ON COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: dam-- �E'r- ASSESSOR PARC ER: (o ` " � Proposed Building Use: Building Inspector: Date: —/if At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All iiems have been submitted .------------------------------------------------------------------------------------- ❑2. Plot plans, 3/4 sets, signed by the preparer of plans.------------------------------------------------------------ _ ❑3. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 114. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans.-------- 115. ------- ❑5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 06. Energy Design Compliance and supporting documentation. ---------------------------------------------------- 1__17. --------------------------------------------------- ❑7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑ Aetionufactured Home data and installation instructions including Tie Down Specifications.------------------ sof $� -�K_ Y:Il--`----------------------------------------------------------------- I mpact fees as shown on the attached schedule. -------------------------------------------------------------- Department of Forestry plan approval/fees. - ----------------------------------------------- ❑ Mood elevation certificate. ---------------------------------------------------------------------------------------- Saanitation and plot plan approval 644 DHealth Department. ------------------------------------------- ❑ 15. City of Chico plumbing permit. ----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- ❑X. Planning approval for (A) Use: (B) Parking: --------------------------~ � E �ntact Land Development about Improvements, ❑ Drainage, d Legal P 1. ---------- -------------- ncroachment Permit for driveway (construction approval prior to occupancy)1Zc_------- ` 020. Pre -inspection for required Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). ----------------------------- ❑22. Workers' Compensation carrier and policy number. ----- ------------------------------------------------ ❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner 0) - ------------------------------ 024 tter of signature authorization. ------------------------------ � 25 ,Recorded copy of Agricultural Acknowledgment Statement. 026. Letter of intent on building use. ---------------------------------- 0 27. Manufactured Nome utility clearance. ------------------------- 028. Existing violations and/or expired permits. ----------------------------------------- ❑2 ❑433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ � �en you issue the �perrmit, rocess as follows ❑ Mail to owner, ❑Mail to contractor. 0Telephone Sr,�1 and hold for pickup at Applicant: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Copy of plans sent ❑ Health Department, ❑ Fire Department,gl)ther: (Date) ------------------------ --------------------------- --------------------------- -------------------------- ----=-------------------- I� d k tj / I F�eli er ith inspector. �f Date: q /11 f Date: By: Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: ' 0 / Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Di ision counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: ' ;_i Yellow Copy - Department of Development Services, Building Division. a ' + r OWNER fi— ,�;p•... is+'.+.';t"'si�r.:.::Yl+�'+ue A't'tt"J.: . � h ,d�.�ies ^i. ItS,. - Qh ?. Vr... ,i C0 NTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE • OF FEES DUE C or C> Rid d /y , �--�,p J1 -r• A. P. # PROPOSED BUILDING USE BUILDING PER FEES -- ance Due ................ $ -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ ed Plan Checking Fee ....... $ / DOL DISTRICT FEES�I at District Office) 3. SHERIFF FEES (paid at Building Division)/, Residential ....... x $360.00 = $� W� u6s Commercial (sq.ft.)... x $0.03 = $ Sq. Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) x - = $ #Units Amt. Commercial (sq.ft.) .. x =$_ Sq.Ft.' Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES V 0.00 (paid at Building Division) J RA FIRE INSPECTION AND PLAN CHECK .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 DATE � --- / 6 Ce RECEIPT # DATE REC At time of permit application, as'a) vtsed the above fees are required to be paid prior to issuance of the building permit. These fees may be changed du ' g checking process.. APPLICANT DATE Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner .. (Rev. 2/97) SCHEDULE OF RECEIPT OF FEES r . OWNER 60 A_'D a N J -,r�- � �/� A.P: # 4g5 ,�; PROPOSED BUILDING USEr `f DATE RECEIPT //, DATE REC \1. BUILDING PERMIT FEES \ % --'Balance Due ................ $ -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ 1_ Revised Plan Checking Fee ....... 2 SCHOOL DISTRICT FEES (Itt , „ _ V.3 idai'Dis[rict"Off e)���r1 7!,,�SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 f4 ✓ ; Units Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. 4. URBAN AREA FEES4(paituilding Division) Residential (per unit) . _ $ Amt. V .-A- r / 7 .Commercial (sq.ft.) . x =$ r'��) �Cr / E - Sq: Ft. Amt. r 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) a. 9. CSAQ89�'Gi 8A`IC(FSB'!$25tt_�0(Ip�id,t.BildiigsDiy�tsion) 10. OTHER A, LY. At time of permit application,)I was dvised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed in 1 checking process. APPLICANT ,% (i) ;4 _ j('Dt TT , Pursuant to Government Code Section 66020,.you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the dat_e''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). f Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner - (Rev. 2/97) i { AAA COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION s '*; 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF RECEIPT OF FEES r . OWNER 60 A_'D a N J -,r�- � �/� A.P: # 4g5 ,�; PROPOSED BUILDING USEr `f DATE RECEIPT //, DATE REC \1. BUILDING PERMIT FEES \ % --'Balance Due ................ $ -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ 1_ Revised Plan Checking Fee ....... 2 SCHOOL DISTRICT FEES (Itt , „ _ V.3 idai'Dis[rict"Off e)���r1 7!,,�SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 f4 ✓ ; Units Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. 4. URBAN AREA FEES4(paituilding Division) Residential (per unit) . _ $ Amt. V .-A- r / 7 .Commercial (sq.ft.) . x =$ r'��) �Cr / E - Sq: Ft. Amt. r 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) a. 9. CSAQ89�'Gi 8A`IC(FSB'!$25tt_�0(Ip�id,t.BildiigsDiy�tsion) 10. OTHER A, LY. At time of permit application,)I was dvised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed in 1 checking process. APPLICANT ,% (i) ;4 _ j('Dt TT , Pursuant to Government Code Section 66020,.you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the dat_e''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). f Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner - (Rev. 2/97) i OCT -27-99 WED 14:00 LONGFELLOW LUMBER FAX NO. 9168930140 P. 01 C- roh L UE 9. T -J.. _z N r - _ C_EIVED _ CT 191999 B TTE COUNTY U LDING DIVISION 71 o i- &E Fi L� - N -Z '17GYM e C rn :4::2 'Piz A -re I�ST��GAPJ,,I V -Z • - — -!0 roh L UE 9. GA61 I [Ill) (1f TAUT SIRO)160ACK IIIAIL 111 LEDGER 12' Q.C, 1 IORACEO AT 55' O.C.1 D— IKI LEDGER MAIL 10 VER11CAl Yi2-lOd IIA ILS) SPAC Illi FOR 113 a 56.0' 0. C. REFER TO SIIPS01 CATALOG C-9411-1 FOR PRUIKI ATIACIVIEHT SPECIFICATION (ATTACH A35 III FI OIRECIION IPI) n ISI) (H) 2X4 F.L. OR II.F. 12 OR r (GI BIF SIMIGOACK GRACE A— IS) 1SI LEOCER n 0 6„OXC fill) �I HIS pub PAII'AQOO ((1011 1:011PU111t IIIPul (IUAI)s 1 U111 Ills Ioils ) Sun11111III BI I"US 5 HIR. ROOT- HAIERIAL GUILMER I C 1 GAELS END 2X6 I / ACE / X15 2X LEDGER 11 II\Cmal / I )FUSSES II SIRMKAIACK BRACED AT 55' D.C. (C) 1X4 COITIHIOUS LATERAL BRACIIIG FOR BRACE (S1R011GOACK 1 H MER 1.01IGER 11141 721. ATTACH AT 11101131111 Cr- EACH GRACE '1i2-Od CC01101 TIAILS. 24' HAX GALE END l \SI 1\ \ \ \ \ 1111 )I IPI 1 PEAK PLATE 10 HATCH COM1011 IRIISSES. HOIEI CIKFOS 10 BE 2X4 FIR-LARCII 12 HILI. I SI 1 SPLICE PLATE 10 HATCH CIMM TRUSSES, HOIEI HUS DETAIL HAY BE USED FOR (1111 [EEL PLATE 10 HATCH CGIVOI TRUSSES, TRUSSES 'IITII PITCIIEn B.C. ALSO. 10) 01`11011 TO WEB ILAIIIIGI USE 131-2' VIRE STAPLES (n.072 GIA./15 GA.) IM"AILEO 1111211 CIDRO 11110 WEB t HOT WEB TATO 1I11RD 01 ONE FACE FOR A TOIL OF 6 STAPLES. (PI I. ISI 1 t (111 ) HUST BE PLATED. (G) GABLE EID DESICII BASED 01 75H'11 Y1110 10AO EXPOSURE '0' AT 0-25 FT HEMI PLATE IIAX. WEB LEHGIII IX3t 2-B-0 2X4• 0-1-0 3X4• 13-6-0 DIILOOKER 6 - 10d C(Y941H BLOCK HAILS / GRACE 3-IOd TIAILS EACII Ell) OUTLOOKER CRITERIA 3.5' HAX. 1'IP. MUCH � 24' O.C. 1.5' HAX,' 12' Hill 24' HAX 2X4 F.L. LLHOER GRAOES 11EIFi11. HAX. LEIKi Y/ SINVIGOACK BRACE IS 1 ' STAIIBARO 5 -II -0 PLT TYP. Have TPI .95 O nelip Cr1Lerin: TPI-95(STO) O O O J ��..,.— 1) IJ O Q O f 1 LTJ "MARNINO•• IIYSSII R(OYIR( 1110(nl CAI( Is /ARRICAIION. NANDI 110, fM1►IIIG, IISIAII IMO AND IAACIMi. 1(/(■ 10 MIB•11 (MA■Ol ILO INflAII IND ANO BRACING)• fYBt IfM(D BY 111 11SYlf flAl( IAfIIIBIT, Iq o•0■0(10 DR., fYIII I/0, nA01fON, r) 13111)• IOR SAf11Y ►aAC11C(S ►1101 10 /1:10AMING INIf1 IYNl11G1f. 1N1(fl OI YIAYIfI Il01CAlI0, 101 tN010 SMALL MAIL ►OOFIRIY AIIAC910 ItAYC1YAAt PAIRS. IOIIOH CMO06 f.All .All A ►RO►(Ilt AIIACMID 11010 CIIIIND. ••In►01[ANI•• fYRN1iY A CO/Y Of IMI$ O(fION 10 TNI INfIAtLAIIOA CONIIACIOR• Alf I1[ 11011([1(0 IAOOY[1{, TIC• fNAll Y01 1[ IIf101fl/lI /OR A■r 0($IA1101 [ROM INlf D(f10■1 ANY FARURI IO Ir11B IN( 112$11(5 IN COI/ORMAYCI YIIN 111! OR (ABIICAIINO, MANOIINO, fMI//1M0, 11f1Al1AIlON 01 IAACIN/ Oi IAYff({. IYIf D1fI0N CONEOOnf YItA AIIIICABI( ►AotlftOM{ Of NOf (NAt10IAl O(f10R f11C1/[CAI ION ►YAIIfN(0 /f IRI AM(RICAN 100111 AID MICA AISOCIA110N) AND 111. Alfill tOIRlC10lt AMI MAO( Of t00A ASIH A665 OR31 OAIY. 11111• ISCI1) AS 10190. Apply CONI(tlOA$ 10 (ACA (ACI Of IAY$$. AND YNlI,15 DIMINVIII IOCA110 04 1011 09f1ON, folilloN COYN1Cl0Al 111 OAAr1I$S 1)0, 110 AlD I(0 A•f. AN (1411(11.5 STAT 01 IN$$ OIAM110 AtfTITl OMIT 10 IMI DIfION Of I■( I�Iff Of TIC I.IfRI AND SIIA1l M01 at 11119a YIDN 1■ uN nuu• u.. yA aC 7} Q . O OZAT 7-0-0 O _ T RU S S F- I r , G -I 6 - 10d C(Y941H BLOCK HAILS / GRACE 3-IOd TIAILS EACII Ell) OUTLOOKER CRITERIA 3.5' HAX. 1'IP. MUCH � 24' O.C. 1.5' HAX,' 12' Hill 24' HAX 2X4 F.L. LLHOER GRAOES HAX. LENGIII WIT11CUI BRACII■G 1111 HAX. LEIKi Y/ SINVIGOACK BRACE IS 1 ' STAIIBARO 5 -II -0 11-10-0 1( 7-0-0 15-6-0 11 L BETTER. 7-9-0 15-6-0 'SS 7-0-0 15-6-0 SS/p,� TC LL 30.0 PSF REF 8992 yc TC 6L 15.0 PSF HATE 03/19/96 )er4 A QC OL PSF DOTS Cn112 6C LL 0.0 PSF _ * TOT,LO. 50,0 PSF SEQ11 - 25456 u`o�\\N` 6uR.FAC. 1.15 FRO11 POC SPAC 11111 k., Job: DETAIL -92 ALTERNATE BRACING NOTE: SEE CRANING DRININAL FOR LUMBER, PLATES, AND OTHER DATA NOT SHOWN HERE. TRUSSES REQUIRE EXTREME CARE IN HANDLING, ERECTION AND BRACING. REFER TO TPI HIB -91. SEE THIS DESIGN FOR ADDITIONAL SPECIAL PERMANENT BRACING REQUIREMENTS. UNLESS OTHERWISE INDICATED, TOP C110RD SHALL BE LATERALLY BRACED WITH PROPERLY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD WITH PROPERLY ATTACHED CEILING. C0103 (A) 1X4 B3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACEO. ATTACH WITH (2) 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. MANY OF THE BELOW MENTIONED BRACING TYPES MAY BE SUBSTITUTED* 2X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 16d NAILS @ 4' O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. IX4 'L' BRACE. SAME ,GRADE AS WEB MEMBER. ATTACH WITH 16d NAILS 0 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. 2X4 'L' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 16d NAILS @ 4' O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. SCAB BRACE. SAME SIZE. GRADE AND LENGTH AS WEB MEMBER. ATTACH WITH 16d NAILS B 4' O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. PST SEE ORIGINAL OESIGN FOR PROPER OEUENSIONS T AA 4-1 -FLT, TYP.- ALPINE DESIGN LHII UHC H/_ 71 U w 11013 4CTI o Lm C ) 0 0ATRUSS L="4. 0 o c cm o , J [=3 1=) [=3 = K*IMPORTANTH VdLL 4DI �� s 811 FOR A„r, 0111/1108 FHM* THIS 0M1W1 OA THESE &FIX[FICATIOn. W MAr F41LM 16 OUILO THE TPUS6 Ip C0/AOM 96 111f11 00105 91 M. ilPllt t0MECTORS APE NAGE OF 0069 6111/. STEEL ACE111) 13111 AAu CR 1 ElCIFI AS NOTED. IPOI I COIlEC10Rt TO EAC. FACE Or F"13S as WaM 011EMISE MAPES OI THIS 0131614. ►07111014 PCA cALA0O3 13% 150 C 16/A -F. 0ISIW1 SIA10AP0S wlrcwl .(APPLICABLE FAOrIf1aA of 1409 c 7P1. ul ECI11Ew$ 1AIO W LL lot 81 ICS TO III FIELt O UPOIS 319 NIf101WAOTICWAS x� WAANING,a w lL',pEIP CF30M SAN RPACI.13. SEE M0 -al 0/ IPI. OCE THIS OESLSP POP 013111EHAL SPECIAL FERN' III BPACIIA: AC M71F091115. W&CSS OOEISIISO 1107CAIE0. 10► O81FO SWIM 0E L11VULLE IVACEO IIIrN FPCPtr UP Al/1010 PLw000 01E31NIHO. eovw cHaa3 •ITN PPOPM1 AIFIC/1F0 A1010 CEIL00 •- EEE ALPtfA! ItwllcmCmulE anFall FW raaEr 4S1PI 9OAU RE 101111) UEC[IOI CM1MC/ 100114)3 �4 f�,y y Na,: {30/5C7 * 3011 #. l.�jI�OQ.�� ,jl CIYR �1=41•OL' E \ TC LL TC OL PC DL BC LL TDT. LD. 90 .0 15.0 5.O 0 • 0 PSF PSF PSF PSF PSF REF R9g2--a2293 DATE 06/28/93 ORM CD 103 -ENG FMF ✓OOMECIO8S 50.0 OUR. FAL`. 1.15 SPACING 24.0' I --IPI . IffIS3 PLAIE IHSTIT01E. 103 - 1001 .111101111 0E71W1 SPICIFICA11011 FOR 10300 CVFSIPUCIIOH IIIII}f. NIIAL11161111 111AIIIG UI IAII IIII S UNf 1'"'"ll lll IRUII C0111`111U1 IIIPIII OUR" 6 (11111 IIS IONS I StIB111111U B1 In USS IIFR. 111Ui•I IIRACINO/DLOCKING VC -TAIL, • (AT SU11011T) NOTE: . DIIAC1140 DESIGNED 10 STABILIZE TRUSSES, AM) IIAS NOT BEEN DESIGNED TO RESIST LATERAL SHEAR LOADS. (A) 2X4 13 IIEN-FIR OR BETTER C011111A10US LATERAL GRACING 10 DE EQUALLY SPACED. ATTACII WI111 (2)•16d NAILS. BRACING MATERIAL- TO BE SUPPLIED AND ATTACHED Al 00111 EMS 10 A SUITABLE SUPPORT' BY ERECTION CONTRACTOR. (N) IIEIGIIT OF IRUSS AT SUPPORT. 1. rw TNG SECTION S -S l (0) 2X4 II.F. 13 OR BETTER DIAGONAL BRACE. APPLY 1N PAIRS AT 16-0-0 - TRUSSES .(T) O.C. ATTACII 10 EACII OVERLAPPING IRUSS USING (2)-16d NAILS AS SIIOWN.. BRACE MAY BE LOCATED ON EIRIER FACE OF VERTICAL. (P) GIIEA711ING APPLIED 10 TOP CIIDRD. (L) LOADS AS INDICATED ON TRUSS DESIGN. (M) IF TRUSS IIEIGIIT AT SUPPORT IS 10.0" OR LESS. DIAGONALS IIOT REQUIRED. 6 ■ APPROX. 45' (UB) BLOCKING TO BOTTO14 Cri—M .OVER SUPPORT, II.F. 13 OR BETTER 2X SIZE OF BOTTOM CIIORD. PLT TYP. Nave 1P1-95 Design Criteria: TPI-95(STD) 18.20- ••YARAINO•• O IltSflf 1(00111 11111111 CARS It fAff CA1101. NANDLINO. SHIPIIID. INSIAll11G AND Q O Q ,UCIIG.' ItfU 10 ■11.11 (NAtolll0 1g1A(L11G AND IAACI11). tUltISNIO IV 111 (IRUSS fLAI( two O Ilflllfl(. Iq D'010►10 DR., full( too. NAOIfOR, r1 13111). foo SAI(IT PAACIICIS PRIOR 10 /11F ORN110 I1t5( FVICIloss. 011lfi TC LL REF R427 O , �V, 6N OtNIRY1 S1 I101CA1(D. 101 CNORD fNAtt NAT( FAOPIRLf AIIACN(0 -44,� "TP O St4fC1U1Al Fl1(t S. /011011 CN010 INAII RAI( A PAOIIALT AIIACN(D 41010 CIIt110. 4J TC DL DATE 1/12/94 ••IMIORIANf•• 111111/4 A COIL OF INTI 013101 10 IN( INSIAttAll04 C0411ACIOR. Atoll[ IN01N(IAto FRODICIS. y D C OL C L ) loc. INAIt 101 II IIS/olSll" FOR AIT ofIIA1101 FROM INIS 0(1101( All FAItUlt 10 n�� ALF l it `I L O $fill U( 11"115 11 tOlIORMAICI 1114 111; OA FAMICAIING. NANDLING. 13 LL - f4IPPINO. INSIALIAIIOR ON 14ACI10 of IR/5115. "IS OIfIGN CONFORMS YIIN APPLICASt1 PROVISIONS Of 103 (NAIIONAI DISIGN � - d 6� I • 10% f1IC1lIU1101 /011151(0 of 14( AM(AICAI FOI1S1 AND FAM ASSOCIAII011 AID III. At/tN( * \! AS 10110. AflitY [fitClo15 10 � USSIAC1tFAC(fOfllltS3` AIDIIIIIffo I 1011(tw1St0lOCA1(D CIVT� TOT.LD. ORN 3,048,634 O ONtlots3VISION. posi1101 CONNICIOASSCIPI s o O O O INIZ CRANINGONLY 10 101 l'TrFor CI` :N111 MnlAAND DUR.FAC. CA -ENG CWC / 11Tlf DITICIID S%4tt 101 1(•11111(0 ANY OIxI1/IATIf otstoN SPACING SEE ABOVE l PIGGYBACK DETAIL THE DETAILS BELOW ARE ACCEPTABLE FOR THE .FOLLOWING WIND CONDITIONS: 80 MPH WIND, 30.00 FT MEAN HGT, ASCE 7-93, CLOSED BLDG, 80 MPH WIND, 30.00 FT MEAN HGT, SBC, SEE HIB -91 SECTION 13.2.1 FOR DIAGONAL LOCATED ANYWHERE IN ROOF, 100 MI FROM COAST, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF BRACING. CAT I, EXP C. WIND TC DL=5.0 PSF, WIND BC DL=5.0-PSF. WIND TC DL=5.0 PSF, WIND BC DL=5.0 PSF. DETAIL A FLAT TOP CHORD < OR = 12' PIGGYBACK CAP TRUSS TOENAILED TO ALL TOP CHORD BRACING WITH (2) 10d COMMON NAILS. ' 12' MIN RIGID SHEATHING OVERLAP WITH 8d COMMON Q�OfESSfpMi` OR GUN NAILS IN OVERLAP ZONE SPACED AT 4' O.C. W. E,yC C 5 FLAT TC BRACING 2 PER DESIGN D 921. DETAIL B FLAT TOP CHORD < OR = 20' 0 PIGGYBACK CAP TRUSS TOENAILED TO ALL TOP CHORD BRACING WITH (2) 10d COMMON NAILS AND 4 4 SECURED WITH 2X4 #3 GRADE SCAB (1 SIDE ONLY) 2' 2' ATTACHED WITH 10d COMMON NAILS AT 4 O.C. 2 FLATTC BRACING PER DESIGN J- CAP TRUSS TOENAILED TO TOP CHORD BRACING AND SECURED WITH DETAIL C 3X8 TRULOX PLATES (EACH FACE) AT EACH END AND 1/3 POINTS. CIRCLED NUMBER INDICATES REQUIRED NUMBER ALPINE 62PB PIGGYBACK CONNECTOR PLATES OR 8x8 PLYWOOD CI 0.120" X ERI.376" NAILS, OR EQUAL, PER FACE GUSSETS MAY BE USED IN LIEU OF TRULOX PLATES. FLAT TOP CHORD < OR = 30' PER PLY. SEE DRAWING 180 TL FOR TRULOX INFORMATION. . ALTERNATE CONNECTION 3C4 4 4 4 (4) 8d COMMON NAILS EACH FACE 8" X 8" X 1 2" PLYWOOD OR OSB SPAN RATED 24/0 GUSSETS EACH FACE. ATTACH WITH (8) rFLA6d COMMON SIGNACINC INMCAPNBC AND (4)) INAILS BASEE TRUSS FLAT TC. AND BRATRUSSESREOUIRE EXTREME A HANDLING. SHIPPING, MT BRACING. REFER 70 HIB -91 (HANDLING INSTALLING IFABRICATING, NSTALL NGANDBRACI G)PBLIS EDINSTALLING BPI(TRU S TC LL PSF REF PLATE INSTITUTE. 583 D'ONOFRIO DR.. SUITE 200, MADISON, VI. 53719) FOR SAFETY PRACTICES DATE 3/5/99 PRIOR 10 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE TC DL PSF PROPERLY A17ACHED STRUCTURAL PANELS AND 80710M CHORD SHALL HAVE A PROPERLY ATTACHED RIGID DRWG 581,670 CEILING. wwIMPORIANT•w FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS BC DL PSF DESIGNi ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPIi OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE BC LL PSF -ENG SJP/KAR 7Ak 7ACCEPIANCE PROVISIONS SI1II.LLNIAPUBLISHED BY SO ATION) AND PAPINECONNECTORSREMADEOFTAMERICAN PAPERSTEEL 20GAASTMA653 GR 0 GALVN TOT.LD. MAX 60 PSF EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON DUR.FAC. 1. ] 5 THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A -Z. THE SEAL ON THIS DRAWING INDICATES OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT SPACING 24.0 �� DESIGN SHOWN. THE SUITABILITY AND USE OF 'HIS COMPONENT FOR ANY PARTICULAR BUILDING S TH R SP NS TY T ll S N R NS /1 - 995 rt (P ASPA-PRATER / SPANGLER - T-1 PIGGY TOP CHORD 2x6 OF -L #2 :T3 2x4 OF -L #1: BOT CHORD 2x6 DF -L #2 :84 2x4 OF -L #1: WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W3X100 W3X8e W2.5X4e� W1.5X4 0 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS E DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. �(�ONTINUOUS LATERAL BRACING EQUALLYSPACEDON MEMBER. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC 13 24.00" OC, BC 0 72.00. OC. WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING* NOTE BELOW. TI M6,(Al) 5 .-.1 W7X6im W6X8E� FIA.4A'f Il . T lW4X4 e w.TAO— wix4e W5X6m - W4X6 (A2) s 16-10-4-- 0 19-3-8 8-6-o ' 8-2-8 T _1. 10-5-0 _1_ 19-3-8 I T` '` _ 32-3-8 '1 f 49-0-0 Over 3 Supports - R-406 W=3.5' 'LR -2224'W-4.5` - -- R-1122 W-3.5 PLT TYP. Wave TPI -95 R Design Criteria: TPI STD 18. CA - 1 - - F Scale —.1250/Ft. ALPINE Alda(. E��>•$�II�m��vd Products Iou, SBCr®tLiD, G 95828 "WARNING— TRUSSES REOUIRE EXTREME CARE IB FABRICATION, HARDLING, SHIPPING. INSTALLING AND BRACING. "flit ID N10.01 (HANDLING INSTALLING AND BRACING]. PUBLISHED 21 TEI (TRUSS PLATE INSTITUTE. 603 D'ONOFRIO DR.. SUITE X00. MADISON. NI $3110). FOR SAFETY PRACTICES PDICA TO PEJFORNING THESE ►ONCTIOVS. UNLESS OTIERNISE INDICATED. TOP CHORD SHALL HAVE FROPIRLT ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SOALL RATE A PROPERLY ATTAC/EO 11610 CEILING. IMPORTANT— FURNISH A COPT Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. 'ALPINE ENGINEERED FIQD=S. INC. SMALL ROT BE RE SPORSIBLE FOR AST DEFLATION ]ROM THIS MISS: All FAILURE TO BUILD THE TRUSSES 11 CONFORMANCE MITI TPI: OR fABRICATIN6. HANDLING, SNIPPING, 141TPLLI16 AND IIACIR6 OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (IATIONAL DESIGN SPECIFICATION POSLISN90 BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE C094CTORS ARE RACE OF 20GA ASTM A663 CR40 GALY. STEEL. ESCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TROSS. ANO UNLESS OTBERNISe LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A•I. THE SEAL ON TRIS DRANIW6 INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEER RESPORSIBILITT SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS AOHPO*EN7 1906NTECTIOxCE� BUILDING 13 THE RESPONSIBILITY Of THE BUILDING DESIGNER, PERITPI E3&�L._ 1 � a * TC LL 16.0 PSF TC DL 10.0 PSF BC OL 10.0 PSF 8C. LL 0.0 PSF TOT. LD. 36.0 PSF C REF R427--66812 DATE 09/08/99 - DRW CAUSR427 99251001 C CA -ENG AES/CNC SEON - 152903 OUR. 1..25- FROM E.0 SPACING- 24.00 I (PRASPA-PRATER / SPANGLER - T -1A PIGGY/TSC) TOP CHORD 2x6 DF -L #2 :T3 2x4 DF -L #1: BOT CHORD 2x6 DF -L #2 :83 2x6 DF -L #1: :84 20 DF -L #1: WEBS 2x4 DF -L Standard (PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. THIS ONG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. -(A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER:- IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC @ 24.00" OC, BC @ 72.00" OC. WARNING: FURNISH A COPY OF THIS ONG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE 'WARNING' NOTE BELOW. TI A W3X10io W3X8� W2-SX48 W1.5X4 M _ _ 3 3 -� t W5XW3a W3a W4X6(Al) W7X6c W6X8$, 8 1.5X4 R f { . W5X6m W4X4 s W4X6(A2) i-= /d�V �aQE 17-4- - 7-4-19-3-8 19-3-8_1_ 10-5-0' _I 8-6-0 Tag -2-e 'r_ 32-3-8 19-3-8 O _ t 49-0-0 Over 3 Supports f4 ` R-455 W=3.5" R-2195 W-3.5• R`•1103 W13.5" PLT TMP. Wave TPI -95\R Desi n Criteria: TPI STD 18 CA - 1 - - F ^Cal" 125° Ft. ' "WARNING--RU33ES REOUIRE EXTREME CASE IN TO WID-911 (MARBLING. INSTALLING LAND BRIACING). PUBLISIED Of TPI INSTALLINGON. HANDLING. SHIPPING. MOPPL TA REFER TC LL 16.0 PSF EF R -66815 ' TNSTITNTc. SNS D•ONOFRIO OR.. SUITE 200. MADISON, NI S3119). FOR SAFETY PRACTICES PRIOR TO PERfONNINR THESE FURCTIONS. UNLESS OTHERN(SE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACKED STROCTNNAL PANELS. BOTTOM CBORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. . TC DL 10.0 PSF DATE —09/08/99 ' •`IMPORTANT•• FOR ISN A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED A '99 PROOOCTS. INC. SNALL NOT OE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILNRE TO BC DL 10.0 PSF ORW CAUSR427 99251002 AL P I N E BOILD TRE TRUSSES IN CORFORNARCE WITH TPI: OR FABRICATING. HANDLING. SNIPPING. INSTALLING AMO BRACING OF TRUSSES. . TRIS DESIGN CONFORMS WITR APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN •S BC LL 0.0 PSF CA -ENG AE B / CWC SPECIFICATION PUBLISHED AMEBIC"FOREST AND PAPER IASINOTED.O T * SE O N - 152907 • COMMECTORSAREMADEOF200ATASTH A6533 GR40 GALV. STEEL. EXCEPT APPLY COAHECTONS TO EACH FACE OF TRUSS. AND NNLESS OTHERWISE LOCATED 01 THIS DESIGN. POSITION COMMECTORS PER TOT. LO. 36.0 PSF OUR. FAC . 1.2 5 FROM E.0 AIpIDD IIID' DRAW1R65 160 A•I. THE SEAL OM THIS DRAWING ISDICATES ACCEPTANCE Of PROFESSIONAL ENfi1RE[RtN6 FOR USE THIS ISOTHET0(314N SHOWN. THE A 95SJS'dcu t0'���B COMPONENTRESPOKSISIF09YANYLELY PARTICULARENOIL01NG RE3 ORSIOILITY OF THE OUILDINGITY DESIGNER. PER. AGI/TPI 1.3905 SECTION 2. SPACING 24.0° 4 MRASPA-PRATER / SPANGLER - T-18 PIGGY TOP CHORD 2x6 OF -L #2 :T3 2x4 OF -L #1: BOT CHORD 2x6 DF -L #2 :B4 2x4 DF -L #1: WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W3X100 W3X8 Em W2.5X4 4z., W1.5X411 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. CONTINUOUS LATERAL BRACING EQUALLY SPACED ON.MEMBER. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC @ 24.00' OC. BC @ 72.00' OC. WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING. SHIPPING AND INSTALLATION OF TRUSSES. SEE 'WARNING' NOTE BELOW. TI13 W4X6 (A j) es w0AlsE=- W4X4Es W5X6g WW4X6 (A2) +� 19-4-4 _Io I� 19-3-8 1_ 10-5-0 _I_ 19-3-8 I f 8-6-0 1 8-2-8 1 32-3-8 �l 0 Over 3 Supports r� R-422 W-3.5' L"R-;2370 W-3.5' R-960 W-3.5' PLT TYP. Wave TPI -95 R Design Criteria: TPUST 1 CA - 1 - - F Scale —.125• Ft. ALPINE Alpl>16 wriurmEngine!3Cd PY'OdL1C " SeaanleatgCA9s?Fttl ORACI fiN6"REFER TO NIB 91IS 01NE (MARBLING INSTALLING GE In CAND R BRACING). PUBLISHED Of TPIRICATION. HANDLING, ' L (TRUSS PLATE° INSTITUTE. 503 D'O20FRIO DR.. SUITE 200. MADISON. NI 63719). FON SAFETY PRACTICES PRIOR TO PERFORMINGTHESE ►UNCTIONS. UNLESS OTNIRNISE INDICATED. TOP CUM SHALL HAVE PROPERLY ATTACHEO STRUCTURAL PANELS. BOTTOM CHORD SNALL NAVE A PROPERLY ATTACHED RIGID C(ILIN6. --IMPORTANT-- FURBISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALFIBE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO Ba, LD THE TIMES 14 CONFORMANCE NITN TPI: 01 FABRICATING. RAM IRO. SHIPPING. INSTALLING AND BNACTNG OF TRUSSES. TOTS DESIGN CONFORMS NITN APPLICABLE PROVISIONS OF 003 (NATIONAL DESIGN IPECIII -Al CONNECTORSAREOFOE06A11 TMASTAOSSA6RAOREST 6AL1AO3T[EL`NEICEPTIASINNOTEDpD TPI. APPliALPINE COYNCCT0R5 TO EACH FACE OF TAM AND UNLESS OTHEAN", LOCATE D ON TnIS 013142. POSITION CORRECTORS PER DRAMIN63 100 A•1. THE SEAL ON THIS CRANING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING COMPONENTRESPONSIBIFORVANY LPARTICULAR ILY FOR EBUILDING TRUSS 015 THE TRESPONSIBILITY OF THE BUILD146DESIGN SHOW THE 1DES DESIGTV AID NER. PER THIS ANSIm1 1.1995 SICTION 1. * 7 'V ..�� * TC LL TC OL BC DL BC LL TOT. LD. 16.0 PSF 10.0 PSF 10.0 PSF 0.0 PSF 36.0 PSF REF R427--66818 DATE 09/08/99 _ ORN CAUSR427 9925]003 CA -ENG A EB / CNC S EQN - 152899 DUR . FAC. _1. 25_ __ -2 X24.0 FROM E . D SPACING j I (P.RASPA-PRATER / SPANGLER - T-2 PIGGY TOP CHORD 2x6 DF -L #2 :T3 20 DF -L #1: BOT CHORD 2x4 OF -L $1 WEBS 2x4 DF -L Standard L-IB®21'0404') THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC @ 24.00" OC ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. (8) SCAB BRACE. 80% LENGTH OF WEB MEMBER. SAME SIZE, SPECIES 8 GRADE OR BETTER. ATTACH WITH 10d NAILS 0 6' OC. WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING' NOTE BELOW. W2.5XW4X4- W3X8Em W2.5X4ft 4 43 W3X4e { T3 W3X4� WSX6� ` W5X644? J W1. 5X4 -14,6 - 1 6 W1. 5X4 0 I 1 W3X4a� W4X6= °W4X4s$ W5X8EEE W3X4- W4X6(A2)!® W5X8Ea ' W1.5X4111 W4X6Ea W4X6(A2) a 21-4-4 L- 19-3-8 I 10-5-0 I 19-3-8 LIS 49-0-0 Over 3 Supports R-665 W-3.5' R-2157 W-3.5' l R-930 W-3.5' 8 - PLT PLT TYP. Wave TPI -95 R Design Criteria: TPI(ST 1 CA - 1 - - F Scale -.125` Ft. WARNING—? REQUIRE EXTREME CANE 14 FABRICATION, HANOLING. SHIPPING, INSTALLING An E/A� TC LL -16.0 PSF REF R427--66820 BRACING. RE111 TO HIO -91 (MANGLING INSTALLIRG AND IRACING). PUBLISHED BY TPI (TRUSS PLATEINST11'. 503 ^•r 4 PRIOR to PERFORMING TRESEOFUNCTIONS ONDIO aUNLESS OTHERWISE IADICATEO. TOP.. SUITE 200. MADISON. MIICHORDFOR SMALL HAVESAFETYPJACTIUS PROPERLY ATTACHED TC OL 10.0 PSF DATE 09/n- --- STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED a BC DL 10.0 PSF DRW CAUSR427 9925100E PRODUCTS, INC. SNAIL NOT Of RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO OOOTTT BUILO THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, MAROLINO. SHIPPING. INSTALLING AND ALPINE BAKING OF TRUSSES. TH7S_OESIGN CONFORMS WITH APPLICABLE PROVISIORi OF NQS (NATIOSAL DESIGN BC LL 0.0 PSF CA -ENG AEB/CWC SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPIAE CONRECT02S ARE MADE OF TOGA ASTM A6S3 6440 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNEC7ORS TO * * TOT. L0. 36.0 PSF SEAN - 153108 EACH FACE OF TRO 93. AND UNLESS OTNERVISE LOCATED ON THIS DESIGN, POSITION CORNECTONS PER ONANINGS 160 A.I. THE SEAL 09 THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING OUR.FAC..r„1.25 FROM E.0 AlpineEy®jp�,� Products, Ing RESPONSIBILITY SOLELY FOR 70E TRUSS COMPONENT DIMON SHOWS. THE SU17ABILITY AND USE OF TNtS S= mezrtD,CA99n ANRP/TP7COOKENT1FOOR ANY R96 SECTIOIICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DES1GRIA1.. PIR SPACING—24.0m 0 c (PRASPA-PRATER / SPANGLER - T -2A PIGGY/COMN L-18023'0404') TOP CHORD 2x6 OF -L #2 :T3 2x4 DF -L #1: BOT CHORD 2x4 DF -L $1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NOS -97 TABLE 7.3.3. DEFLECTION MEETS L/240.00 LIVE AMD L/180,00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC 0 24.00" OC w W2.SX4 0 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS NFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. (A CONTINUOUSrLATERAL BRACING EQUALLY SPACED ON MEMBER.( (8) SCAB BRACE. 80% LENGTH OF WEB MEMBER. SAME SIZE, SPECIES 6 GRADE OR BETTER. ATTACH WITH 10d NAILS 0 6" OC, WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING. SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING" NOTE BELOW. W3X10m W4X4m W2.5X4-,tp \\Y + N17 �P W3X4W4X6m W5X81s W3X4s W4X6(A2)1I W3X4a W4X6m W4X6(A2) Ea W5X8� W1.5X4 G) CIN Qn- ��a0� 23-4-4- -I �aO,aQ �i l_ 19-3-8 I 10-5-0 _1 19-3-8 fE 49-0-0 Over 3 SUpports -R-759 W -3.5 R-2146 W-3.5'-- r R-846 W-3.5' , 1 c PLT TYP. Wave TPI -95 R Design Criteria: TPI STD 18 CA 1 - - F Scale4.125" Ft. YARNING•• TRUSSES OICUINE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND( TC LL 16.0 PSF REF R427--66821 BRACING. ALM TO "18.91 (HANDLING INSTALLING AND BRACING), PUBLISHED BT TPI (TRUSS PLATE INSTITUTE. 563 D'ONOFRIO OR., 311TE [00, NADISON. WI 53110). FOR SAIETT PRACTICES PRIOR TO TC DL 10.0 PSF DATE 09/08/99 PEIFORMIOG THIS[ FUNCTIONS. GILES$ OTHERWISE INDICATED, IOP CHORD SHALL BAWL PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. - -IMPORTANT— FURNISH A COPY OF TRIS DESIGN TO THE IISTALLATION CONTRACTOR. ALPINE ENBINEINED � BC .DL 10.0 PSF DRW CAUSR427 99251005 PRODUCT 3. INC. SILL NOT BE RESPOISIDLE FOR ANY O(IIATION FROM THIS DESIGN; ANY FAILURE TOBUILD C ALPINE BRACIM6"O1TRUSSES TRUSSES,R COTiHO$11DESIGNANCE WITH CONFORM YITLAAPPLICABLE PROVISIONSSNIFFING. (NATIONALINSTALLING DES GN saB C LL 0.0 PSF CA -ENG AES/CWC SPEUFICAT XOR IMADESOF BY TNL 31 A653 9 FOREST AND EEL. ASSOCIATION) AND TPI. u%ME * * TOT. LD. 36.0 PSF SEAN - 153113 CONNECTORS ARE MADE OF 206A ASTM A65] GIGO GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AILD UNLESS OTNERWISI LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A•I. THE SEAL DI THIS CRANING (ODICAT S ACCEPTANCE Of PROFESSIONAL ENGINEERING DU R . FAC. . 1.25 FROM E . D Alpine EOglt1a020Q PECLftl01d, IDG � RESPONSIBILITY SOLELY FOR THE TIOSS COMPONENT DESIGN SMONN. THE SUITABILITY AID USE OF THIS - -- _ $BC18IDCid0. CA 9SB2B CO(PONEWT FOA ANY PAITICOLAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER �` " ABS , TPI L•199S 3ECTION 2. 1SPAC I NG 24 • D It M 0 Q cc> N 0 d- 0 M W co CD X 0 �c IL in,: (PRASPA-PRATER / SPANGLER - T-2AD PIGGY TOP CHORD 2xb DF -L SS :T3 2x4 OF -L #I: BOT CHORD 2x4 OF -L #1 WEBS 2x4 DF -L Standard 014N L-1023'0404'+'GE FILL PRT) THIS DW6 PREPARED fROH COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS NFR. PLATES DESIGNED FOR GREEN LUMBER PER NOS -97 TABLE 7.3.3. ROOF OVERHANG SUPPORTS 2-00 PSF SOFFIT LOAD. ,rs (A) SCAB BRACE. 80% LENGTH OF WEB MEMBER. SAME SIZE, rn SPECIES b GRADE OR BETTER. ATTACH WITH IDd NAILS A 6 "OC: z WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR, SPECIAL CARE MUST BE TAKEN DURING HANDLING. SHIPPING AND INSTALLATION OF TRUSSES. SEE 'WARNING' NOTE BELOW. j10 PSF BC LIVE LOAD PER UBC. H ggQiE�.VO, TC LL 411.5; PSF I TC DL BC D� 10.0 10.0 PSF PSF w 0.0 v. w * r ca W4X6 (A2) -a n;- z DUR.FAC. 1.25 SPACING 24.0' -335# NON4PIND UPLIFT AT BAG (X -LOC, Y -LOC): 0.00', 8.00'. *w THE MAXIMUM HORIZO1TkL REACTION IS 2144.539 — o IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC Q 24.00' OC, BC ® 72.00' OC. N3X8 a W2.5X4 ,;r-_ 412.5X4 -4 W4X41m DEFLECTION MEETS L/240.00 LIVE -AND L/180.00 TOTAL LOAD. TRUSS TRANSFERS 41.00 ALF ALONG TOP CHORD THROUGH TRUSS TO SUPPORT(S) WHERE INDICATED. DIAPHRAGM AND CONNECTIONS ARE TO BE DESIGNED BY ENGINEER OF RECORD. WSX6 -... _... - W4A D to W3X4 am W3X10 - W1.5X4 10 WJAOQ W4X6 = IRJA4 v 1 .�f �G. W4X6 (A2) ;. v / ®t t, 0 Ow2-0-� CD - 23-4-4- _I 2-0-0 wa !� 19-3-8 _1_ 10-5-G' J- 19-3-8 r� --3 49-0-0 Over 3 Support C:) .R-1167/-336 N-3.5' R-2124 W^3.5' RM214S/-2145 C LCI o; PLT TYP.' have TPI -95 Design Criteria: TPI(S' O 'Yt iM 1118•• TRUSSES kfOVIQf 1114 IMI CARE 11 FASRICA7IOR. NAAQi1RG. SRIPPIRG. 115TA1t1A1 A4D 1 t211C114. IEFEt TO RIs -21 II u"t lnc I1SIuLM 110 04ACIAK). P91lISA(P DY IPS (TRUSS HATE d- cm, TIST 37 UTA. SOS 0.01forato OA.. SUIT[ 700. NA0110I. TI S]P79). rot SAFETY PAACTICES Pt1at r0 �., 07) PEtfaRKIRG TRESf /LVOT WBS. 4ALESS OINEWSE II.ICATL/. TOF CROSS) SPALI RAPE PROPERLY ATTACCO C STa OCTOL4 PAl[L S. 507ICM CIORD SRALt MAIC A tIOPEALT ATTACREO AIGIP Cti L.1RG. � ^' "IMPORTAUT-- htl11SR A Carl OF TRIS DESIGA TO 12C IRSTALIAFI04I COtTIACID1. ALPIAE EKI4EIRP0 LIJ PRODUCTS. 11C. S"LLt 301 DE QEf IGAS1AL1 FOR AAT OCP IA7I01 FROM ZTRIS D(SEGR: ART FA:IDtt CO N OU IID TRE 1AISSES Ip COIFOAIIAICI WIN TPI: S)1 FAIIIOATIaG. RAROLA4 . SMIPPIAG. I1STAtt7Rt AND (V Q L r I 1�4 C. ; alKIAK V TIMIS. TRIF DItIGt CDRFDR)t5 RITR UPL)CA1LE T/D,16IRR1 OF KOS IMAYEOMAL OLS145 OD SP(C IFIC.T 1Ot ►OILISKfP IT S}E AM 1Cl1I f9G[11 ARD PAPER ASSOCCATTOA) ARD FPI. ALPI"E C" J CO- CT Dal AAE 11AOL OF IOCA AST" ASS3 GAIO F.tT. STU& . EFCfPT AS 107[0. APPLY COIRECTORS TO [ACK FACE OF 7RUS1. ARD WLFSS CTR[ARESE LOCATED 0.1 TRIS OESICR. POSITIOS CGtAKTOtt Pft OILAK1191 ICO A -I. ME S1At OR iR IS OA ARIIG IRO ICA7(S ACC(PTARCI Of /lOIISGIOYAL F1CI1FG.lAG [� EX ftCC=d Pfl)�oM Its 4fSPNS111LETT SaLILT POQ TYt Tt" S caRPOSCRT DE SE U: SRO . OF I7T N TRE AU II.011L DE SISFEA. PER C—L A"IfIPI 1-II0S SIMON I- U O R-857 W-3.5' 1 CA 1 -/-/-/F ggQiE�.VO, TC LL 16.0 PSF I TC DL BC D� 10.0 10.0 PSF PSF 8C Lt 0.0 PSF * r TOT.LD. 36.0 PSF DUR.FAC. 1.25 SPACING 24.0' Scale -.125"/Ft. REF R427--17402 DATE 10/27/99 DR1I CAUSR427 99300005 CA -ENG AEB/CNC SEON - 181232 FROM E.0 (PRASPA-PRATER / SPANGLER - T-3 PIGGY TOP CHORD 2x6 OF -L #2 :T3 2x4 DF -L #l: BOT CHORD 2x4 DF -L #1 WEBS 2x4 OF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NOS -97 TABLE 7.3.3. 10 PSF BC LIVE LOAD PER UBC. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC 0 24.00" OC THIS OWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUON17TED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. r(A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/240.00 LIVE AND L/180:00 TOTAL -LOAD." WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING. SHIPPING AND INSTALLATION OF TRUSSES. SEE 'WARNING" NOTE BELOW. W8X8� W8x8s w3xae wax4� W3X4@ W5X6(A2)(® W5X6(A21 e �� 19-3-15 1 10-8-1 _I_ 19-0-0 E am 16-3-8 *1 _9 2-8 T 9-2-8 -1 14-3-8 1'49-0-0 Over 2 Supports R-1876 W-3.5' - -- - -- R-1676 43.5" PLT TYP. Wave TPI -95\R Desi n Criteria: TPI ST[ *-WARNING— TRUSSES !(QUIRE EXTREME CARE IY FABRICATION, MAN DL IMG. StlIPP[N6, INSTALLING ARD BRACING. REFER TO 1110.91 (HANDLING INSTALLIIG ANO ORACIN6), P98LISOLD BY TPI (TRUSS PLATE INSTITUTE, 603 D'ONO FRIO ON., SUITE 200, MADISON. J 55/19). fDl SAFE TT PRACTICES PRIOR TO IElTORNING THESE FUNCTIONS. 0NLESS OTHERV13C INDICATED. TOP CHORD SMALL tlAYE PROPERLY ATTACHED STANCTURAL PANELS. COTTON CHORD SMALL NAVE A PROPERLY ATTACHED BI61D CEILING. —IMPORTANT— FURNISH A COPY OF THIS 015160 TO THE INSTALLATION COITRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SMALL GOT 8E RESPONSIBLE FOR AST DEVIATION FROR TRIS DESIGN; ANY FAILURE TO A L P I N E OYILD THE TRUSSES Il COIFOIMANCE WITH TPI; 01 FABRICATING, HANDLING. SNIPPING, INSTALLING AND BIACTIU Of TRUSSES. IBIS DESIGN COMFORMS YITR APPLICABI( PROVISIONS Of NDS (NATIORAI DESIGN SPECIFICATION PUBLISNF0 IT TME AMERICAN FOREST AID PAPER ASSOCIATTOM) MD TPI. ALPISE CONNECTORS ARE MADE OF TOGA ASTM A6S3 GRID GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH fACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONHECT093 PFI DR AYIl6 160 A.I. IME SEAL ON THIS 09ANIRG INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Ajp�X EU&CE ed PECWjjD0E8 I=. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. TIE SUITABILITY AND USE Of THIS Sevmnmt% CA 95828 CXONERT FON ANY PAN TICULAR BUILDING 15 THE RESPONSIBILITY Of TRE BUILDIRS DESIGNER, PER -. ANSI/TYT 1.1995 SECTION 2. 1 CA - 1 - - F E> TC LL 16.0 PSF TC DL BC OL 10.0 10.0 PSF PSF 6mm r BC LL 0.0 PSF IT a TOT.LD... 36.0 PSF DUR.FAC. 1.25 SPACING 24.0* 1 Scale -.125*/Ft. REF R427--66822 DATE 09/08/99 D RW CAUSR427 99251006 CA -ENG AEB/CWC SEON 153162 FROM E.D 1 PAASPA-PRATER / SPANGLER - [PGE1 T-4 PIGGY/TSC/PGE I1 -PL TOP CHORD 2x6 DF -L SS :T3 2x4 DF -L #16Bet.: :T4 2x8 OF -L SS: :T5 2x4 OF -L $1: :T6 2x8 OF -L #1: BOT CHORD 2x4 DF -L #16Bet. WEBS 2x4 OF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. CALCULATED HORIZONTAL DEFLECTION IS 0.20' DUE TO LIVE LOAD AND 0.13' DUE TO DEAD LOAD. SEE ONG GA896117 FOR ADDITIONAL REQUIREMENTS. NOTE: THIS EXPOSED FACE OF THIS TRUSS IS DESIGNED TO SUPPORT 24' OUTLOOKERS AND STUCCO (10 PSF) ON ONE FACE. REFER DETAILS 3,027.999 FOR GABLE REQUIREMENTS. 10 PSF BC LIVE LOAD PER UBC. W5 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS NFR. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** ,-(A) SCAB BRACE. 80% LENGTH OF WEB MEMBER. SAME SIZE, SPECIES & GRADE OR BETTER. ATTACH WITH 10d NAILS ® 6' OC. IN LIEU OF RIGID SHEATHING USE PURLJNS TO BRACE ALL FLAT TC ® 24.00' OC, ALL BC @ 24.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. FAILURE TO FOLLOW PROVISIONS OF HIB -91 1N HANDLING AND INSTALLATION OF TRUSSES CAN RESULT IN SERIOUS INJURIES. DO NOT PERMIT INEXPERIENCED AND UNINSTRUCTED PEOPLE TO INSTALL TRUSSES. SEE 'WARNING' NOTE BELOW. HIB -91 RECOMMENDS SEEING A REGISTERED PROFESSIONAL ENGINEER FOR THE DESIGN OF TEMPORARY BRACING. �G W7X8s W5X4- Oj LIC V A _ W2.5X4 s W2 5X4 e., C7 W TS � ^) 6 U, T4 W7X6O;moo WIOXlo 6 (A) r +8-0-0 HS514- W3X4o W3X14"� 1 ion W4X6s W4X6(A2) W l_ 19-6-0 11-4-3 I 8-8-1 �.3 19-2-8 1 r 16-3-8 9-2-8 _ _ 9-2-8 26-3-8 61-0-0 Over 2 Supports R-2289 W-3.5' R-389 PLF W-12-3-8 Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. High Stren th.Wave TPI -95 Design Criteria: TPI(STD 18 CA - 1 - - F Scale -.125-/Ft. cr w '-IIARNING•' TRUSSES REQUIRE EXTREME CANE 11 FABRICATION. HANDLING. SNIPPING. INSTALLING AND BRACING. RIFIII TO HIO -91 (MNDLING INSTALLING AND BRACING). PUBLISHED BY TVI (TRUSS PLATE INSTITUTE. 783 W ONO►NEO ON.. SUITE 200. MADISON. N1 53119). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. ONLESS OTNERNISE IIIDICATEO. TOP CHORD SMALL RAVE PROFERLT ATTACHED S „I _"'`►! TC .LL TC DL 16.0 PSF 10.0 PSF REF R421- -66823 DATE 09/08/99 ALPINE STRUCTURAL PAIELS. BOTTOM CHORD SMALL RAVE A PROPERLV ATTACKED RIGID CEILING. ••IMPORTANT•• FURNISH A COPT Of TRIS DESIGN TO THE IRSTAILATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SM ALLROT BE 1E5PONSI81E FOR ANY DEVIATION FROM TNI$ DESIGN; ANY FAILURE TO BUILD THE 71USSES IR CONTORMANCE NIT. TP 1; OR FABRICATING. HANDLING. SNIPPING. INSTALLING AND GRACING OF TRUSSES. THIS DESIGN CONFORMS miTW A",)CAD It PICTISIONS OF NOS (NATIONAL DESIGN .O r TNr BC DL BC LL 10.0 PSF 0.0 PSF DRW CAUSR427 99251012 C CA7-ENG AEB/CWC SPECIFICATION POOLISNID BY THE AMERICAN PURIST AND PAPER ASSOCIATION) AND TF1. ALPINE CONNEC709S ARE RADE OF SOGA ASTM AM GR40 QALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO * *- TOT.LD. 36.0 PSF SEAN - 153658 p����� AlP1DQ `ngix " p SeammeDtD.CA9S8Y8 $• Inc. EAC FACE OF 1R8S1. AND 101115 OTHERWISE LOCATED ON TRIS 01.144. POSITION CONNECTORS PER DRAPINGS 160 A-E. THE SEAL ON TK1$ DRAWING tWICATIS ACCI►FAN CI OP PNOFE171OVAL ENGINEERING COMPONENTIFORYAIITLELY FBI P MTI CUlMETRUSS 8U1lD] GIS TMETDESIGN $NOVI. THE RESPONSIBIII TY Of THE DUILDIWGITY AND O[SIBtlERSEOF P[a THIS ANSI/TPI 1.1915 SICTEON E. f OUR. FAC . 1.25 FROM E . D • SPACING 24.0 (PRASPA-PRATER / SPANGLER - [PGE] T -4D PIGGY/TSC/PGE/DRAG [.1 -PL TOP CHORD 2x6 DF -L SS :T3 2x4 DF -L #I&Bet.: o :T4 2X8 DF -L SS: :T5 2x4 DF -L #1: :T6 2XB DF -L #]: c� H07 CHORD 2x4 DF -L #lax t. :B4 2x6 DF -L SS: � WEBS 2x4 DF -L Standard M n PLATES DESIGNED FOR GREE11 LUMBER PER NDS -97 TABLE 7.3.3. TRUSS TRANSFERS 72.00 PLF ALONG TOP CHORD Lr� THROUGH TRUSS TO SUPPORT(S) WHERE INDICATED. DIAPHRAGM AND CONNECTIONS ARE TO BE DESIGNED BY ENGINEER OF RECORD. C=> z NOTE: THIS EXPOSED FACE OF THIS TRUSS IS 24' OUTLOOXERS AND STUCCO (.10 PSSIGNED TO SUPPORT I) DESIGNED ONE FACE. REFER C=) DETAILS 3.027,999 FOR GABLE REQUIREMENTS. rn FOR PIGGYBACK DETAILS REFER TO DRAWINGS 634,016, A625,376, co CD 847,045, 3,045,810, OR 58I.670. m 210 PSF BC LIVE LOAD PER UBC. c:5 1 Z X Li. W3X4 i; - WS X 6 WSX6 U q W3X4 .6 '- o a c+. L= a y W5X8(A2) 3 � w CDz R I'T--� t 19-6-0 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS E DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2-00.PSF SOFFIT LOAD. CALCULATED HORIZONTAL DEFLECTION IS 0,24' DUE TO LIVE LOAD AND 0.21' DUE TO DEAD LOAD. 0 SEE DWG GA098117 FOR ADDITIONAL REQUIREMENTS. (A) CONTINUOUS LATERAL BRACING -EQUALLY SPACED ON MEMBER DEFLECTION MEETS Lj360.00 LIVE AND L/240,00 TOTAL LOAD. WARNING: FURNISH A COPY OF THIS UNG TO THE INSTALLATION CONTRACTOR_ FAILURE TO FOLLOW PROVISIONS OF HIB -91 IN HANDLING AND INSTALLATION OF TRUSSES CAN RESULT IN SERIOUS INJURIES. 00 NOT PERMIT INEXPERIENCED AND UNINSTRUCTED PEOPLE TO INSTALL TRUSSES, SEE 'WARNING' NOTE BELOW. HIB -91 RECOMMENDS SEEING A REGISTERED PROFESSIONAL ENGINEER FOR THE DESIGN OF TEMPORARY BRACING. ** THE MAXIMUM HORIZONTAL REACTION IS 5938# ■_ W8X8 ziz W4X6%a W2.5X4 3 W6X12 Q 3` W6X12 e-. W5X8 i;r- W5X8 z _9 45X40 W4X6 iz�, — 6 7X8 a HS514 a( 84 N3X4 J W3X14 �s 1410X10 0, - WSX6 -g-e 0 1 9-2-8— is 9-2-8 2263•W-3.5' 1-0-0 Over 2 SUpports--- Note; All,Plat.eS Are WI-SX4 Except AS Shown. o Q; PLT TYP.'H1 h .Stren th,Wave TPI -95 '�VARNINC�- TROSSE7 DFDDIRE fY7NCHf [uE l7 iA►RJCIiIOD,e A�LiIW r sNly ORci ar 3TATPir� S GC7)I 1tAClRi, ALAR TO ■ID•fl (NAR DL iVG INSTuli76 AND fU CIK Pya11SHED NY IPI ^'a "EST tTD1C. Sa] D-pROIR10 Df ., SN1Tf ➢D0, MADISON, VE S (T=OSS (LAT( T ND PFRf0AH71G THESE fsmcl Ilt tl{I t SS OTOS➢ SS11i), FOP SAFETY PRACIICfS PRIOE SO ,1■OCTMAL PANELS, DOrlOH Ca0A0 V[SE INpICAT[0, IDP CN40 SPAN RATE PROPERLY A7TA(REN Cil 18POR7AMT•- Sa All NATE A Pill ATTACHED TIBIO CE:L UG. f■ANI SH A COPT Of TRIS DESIGN Tp TC[ INSIAttAT00R COR714C TO A. ur9i( ENS OEtAED ��- MDIHICTS, INC. Sb•Lll q1 DEIRESPDRSIILE FDA ANY Df T7aiiOl F710H THIS DESt{N; .TRY FAILURE ED rnv ALP TN E _ DRACIri OF IIOIyuFsll COT„pADASIu CE III CONORNSy ITN uR!u F1 K, DAMI)(IIG. SHIPPIK. IRSTA(IIRL uD 6i S►ECIr1UTI0■ ►tlll 1SN[D yr YRf LICAaIf PROVISIONS Of 003 (RAII&NAL OES/G{ `J COBREC CIS ADE IIAO( OF FOGA Al TN AGST 614)ASAL► 2[(LES([CCSf T1A310i[G" TAI Pt TACW1U C\j TKN fACI Or TRNSS. AW OfUS1 OTRENNIIE LOCATED ST EL13 OISUH.. rosnlOr COutCIOAi ► S TO �v DRSYIRLs ]{O A•1. T)f( SEAL 01 TNI7 ►FA1fIGl fNDfCAT[S AC![17ARC( a lNDF(SSIOSRL EfGSNE(R lti EL •"Y�a�.�+�laaw_—Ya l'[vduE,(; jpF AETPDY SID ((ITV SOU[lI FRN TOC TAO{S [ONOIfYT DESIGN SRONf. ME A111Al1UTY ARO RPF Of TrIS `^`+ ,CA 9SSZY COHa0/ENT FOP; ANY PAITIa1LAN a01LDIK IS THE R[SPOASSI Ii1R Of THE SU1tD111G IT AID tR. PEt U ATLIpiI I•ISf3 SECTIOA, E. 0 -3- W4X6(A2) Ess 220 R-416 PLF V-12-3-8 RH-+/-483 PLF OVER 12-3-6 SHEAR WALL D 19 CA/ /I / !/F �OFE! Fs iC LL 16.0 PSF 7 .e TC DL 10,0 PSF �[ BC Df. 10.0 PSF * BC BC LL 0.0 PSF Jr 36,0 PSF OUR. FAC. 1.25 SPACING 24,( Scale-.12"Ft REF R427--17409 DATE , 10/27/99 DRW CAUIR427 99300011 CA -ENG AER/CWC SEAN - 21265 FROM E.D C 1' OD 1 G) rvi Q © ) C Z rn �J rn Scale-.12"Ft REF R427--17409 DATE , 10/27/99 DRW CAUIR427 99300011 CA -ENG AER/CWC SEAN - 21265 FROM E.D (PRASPA-PRATER / SPANGLER - T-5 PIGGY/TSC TOP CHORD 2x6 OF -L #2 :T3. T4 2X4 DF -L f1: BOT CHORD 2x4 OF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 10 PSF 8C LIVE LOAD PER UBC. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC ® 24.00" OC THIS ONG PREPARED FROM COMPUTER INPUT 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. I i(A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. = " DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. m ca WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION co CONTRACTOR. FAILURE TO FOLLOW PROVISIONS OF HIB -91 IN HANDLING AND INSTALLATION OF TRUSSES CAN RESULT IN SERIOUS INJURIES. o DO NOT PERMIT INEXPERIENCED AND UNINSTRUCTED PEOPLE TO INSTALL TRUSSES. SEE 'WARNING" NOTE BELOW. HIB -91 RECOMMENDS SEEING A REGISTERED PROFESSIONAL ENGINEER FOR THE DESIGN OF TEMPORARY BRACING. W5X8- W2.5X4 '--. WU66 W5X4= W5X8= W5X48 r b z E>y WU4 e z z c>7 t==a Q G '-o � 0 d c �, W516 -4v, 73 W6X6��*A)) G IVA � rn W5X6s.- z 6 �. A ` o NT4 _,W3X46 _r - �A ) _ 6W3X4�A) (A3 W7X6= 3 - T--0-0 W1.5X4 A W4X6 (A2),, s s W5X8 W1.5X4 N' W4X12B W5X6e W1.5X410 W6X88W7X6Q W4X6E= W4X6(A2) 01 48-10-4D 8-10-4- 1-4 19-6-0 I_ 22-0-0 _I_ 19-6-0 16-3-8 'T2-6 T 9-2-8 26-3-8 '1 61-0-0 Over 3 Supports R-1727 W-3.5"�— -- — — -- — — — - -- — - R-2996 W-3.5" R--159 W-3.5" - I PLT TYP..Wave TPI -95 R Design Criteria: TPI STD 1 ^WARNING— TRUSSES REQUIRE EXTREME CME IR FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO "10.91 (OAROLING TNSTALLIRG AND BRACING). PUBLISHED Of TPI (TRUSS PLA•I INSTITUTE. $BS D'ONOFR1. DR.. SUITE 200. MADISON. NI S3719). FOR SAFETY PRACTICES PRIOR TO PEIFOANING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL NAF[ PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SMALL NATE A PROPERLY ATTACKED RIGID CEILING. S ••IMPORTANT— FORNISM A COPT OF THIS DESIGN TO TN[ INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL 001 BE RESPONSIBLE FOR ANT DEVIATION FROM THIS DESIGN; ANY FAILUAI TO SUILO TRE TRUSSES IN CONFORNANCE WITH TPI; OR FABRICATIRG, HANDLING. SNIPPING, INSTALLING AND $RACING OF TRUSSES. THIS CC2I'S CONFORMS WITH APPLICABLE PROVISIONS DF NDS (NATIONAL DESIGN ALPINE SPECIFICATION PUBLISMED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALT. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAW1NCS 160 A•1 THE IE AL OI THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING NP��ghmmdP ,,L..,,.,, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. TME SUITABILITY AMD USE Of IN 13 St+�1D ��9582895•COMPONENT fOR ANY PARTICULAR BUILDING IS TME RESPONSIBILITY Of TME BUILDING DESIGNER. PER ABSIITPI 1.1995 SECTION Z. CA - 1 - - F Scale —.09375 Ft.2 TC LL 16.0 PSF REF R427--66825 TC DL 10.0 PSF DATE 09/08/99 b 8C DL 10.0 PSF DRW CAOSR427 99251009 ca BC LL 0.0 PSF CA -ENG AEB/CWC TOT.LO. 36.0 PSF SEAN - 153501 DUR.FAC. 1.25 FROM E.D SPACING 24.0M`' - r b z E>y T� z z c>7 t==a Q G '-o � 0 d c �, cn O G IVA � rn z o 0 CA - 1 - - F Scale —.09375 Ft.2 TC LL 16.0 PSF REF R427--66825 TC DL 10.0 PSF DATE 09/08/99 b 8C DL 10.0 PSF DRW CAOSR427 99251009 ca BC LL 0.0 PSF CA -ENG AEB/CWC TOT.LO. 36.0 PSF SEAN - 153501 DUR.FAC. 1.25 FROM E.D SPACING 24.0M`' - (PRASPA-PRATER / SPANGLER - T-6 PIGGY/COM TOP CHORD 2x6 OF -L #2 :T3. T4 2x4 DF -L #1: BOT CHORD 2x4 DF -L #1 WEBS 2x4 OF -L Standard R -I8031'1004 PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 30 PSF BC LIVE LOAD PER UBC. IN LIEU OF RIGID SHEATHING USE.PURLINS TO BRACE TC ®'24.00" OC THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR, ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. '-(A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. m co WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION cn CONTRACTOR. FAILURE TO FOLLOW PROVISIONS OF HIB -91 IN HANDLING AND INSTALLATION OF TRUSSES CAN RESULT IN SERIOUS INJURIES. o DO NOT PERMIT INEXPERIENCED AND UNINSTRUCTED PEOPLE TO INSTALL •• TRUSSES. SEE "WARNING' NOTE BELOW. HIB -91 RECOMMENDS SEEING A REGISTERED PROFESSIONAL ENGINEER FOR THE DESIGN OF TEMPORARY BRACING. • o a 0 PLT TYP. Wave TPI -95\R Design Criteria: TPI(STD 1 CA - 1 - - F Scale —.125' Ft. ,C •YARNING•- TRUSSES REDUIRE EXTREME CARE 11 FABRICATION, HANDLING, SNIPPING, INSTALLING /�` TC LL 16.0 PSF REF :427--66826 BRACING. REfEN. TO 810•91 CNANDLING IRSTALLING AMD @RACING)• PUBLISHED BT TPI (TRUSS PLATT �+- INSTITUTE. SBS D'ONOFTI [O DA., SOI TE IOD, MADISON, NI SS119), f0R fAF[TT PRACTICES PRIOR TO �! PENFOIMING T: ESI FUNCTIONS. RItTSS OTHERWISE IXDICATEO, TOP CHORD SHALL NAVE PROPERLY ATTACHED �. TC DL 10.0 PSF DATE 09/08/99 STRUCTURAL PANELS, BOTTOM CHORD SHALL KAYE A PROPERLY ATTACHED RIGID CEILING. - •IMPORTANT- FORNISM A COP'/ OF THIS DESIGN 70 THE INSfALlATION CONTRACTOR. ALPINE ENGINEERED 19 BC DL' 10.0 PSF DRW CAUSR427 99251013 PRODUCTS, INC. SHALL NOT OE RESPONSIBLE FDR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO A L P I N E BUILD THE TRNSSES IN CONFORMANCE WITH TP11 OR FABRICATING, HANDLING, SNIPPING, INSTALLING AND BRACIII OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NOS (NATIONAL OISIGI OC LL 0.0 PSF CA -ENG AEB / CW C COMOECTORSIAREPMADESOf I..IST..T.11 BOA-. All. MIRICAN, FOREST L.ON) AND NOTED. TPI. ALPINE APPLY CONNECTORS TO * * TOT.LD. 36.0 PSF SEON - 153452 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PEA Alpinep,.,�,,,,.� DRAWINGS 160 A•I. THE SEAL 01 11I3 DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEER.:-. DUR.FAC. 1.25 _ FROM E.D ����� ` w ... ' �" COMPONENTRESPONSIBILITY FOR ANYLPLY FOR THE TRUSS ARTICULAR 81ILDIH60[ST11 USP-. SIBTLITY OF THE BOItNENT DESIGN SHOWN. THE 01NRITY AND USE OF DESIGNER. PER THI w SaaamCaID.CA9S828 ANSI11PI..IIIS SECTI0111. S SPACING 24.0 . 0 t r W2.5X49 1W5X8a W5X4= W5X8- W5X41m W2.5X443 EZ7 czi z ^ Cr W3X4o T3 T4 W3X4ft •� � W5X60 W5X6 zzi _ Q v W1. 5X4 6 r V(A)) (A) _ '6 W1.5X4 A A) Y -0-0 C" i W3X4e W4X6m W5X4wW5X8eW5X4a (X. W5X8® W3X4e 3r M W4X6(A2)^a W5X8 I W4X6� W4X6(A2) e w 31-10-- 1-10-419-6-0 19-6-0 ( 22-0-0 I 19=6-0 1 Over 3 SuppOr'ts R-1126 W-3.5"-- - R-2474 W-3.5' R-1015 W-3.5' • o a 0 PLT TYP. Wave TPI -95\R Design Criteria: TPI(STD 1 CA - 1 - - F Scale —.125' Ft. ,C •YARNING•- TRUSSES REDUIRE EXTREME CARE 11 FABRICATION, HANDLING, SNIPPING, INSTALLING /�` TC LL 16.0 PSF REF :427--66826 BRACING. REfEN. TO 810•91 CNANDLING IRSTALLING AMD @RACING)• PUBLISHED BT TPI (TRUSS PLATT �+- INSTITUTE. SBS D'ONOFTI [O DA., SOI TE IOD, MADISON, NI SS119), f0R fAF[TT PRACTICES PRIOR TO �! PENFOIMING T: ESI FUNCTIONS. RItTSS OTHERWISE IXDICATEO, TOP CHORD SHALL NAVE PROPERLY ATTACHED �. TC DL 10.0 PSF DATE 09/08/99 STRUCTURAL PANELS, BOTTOM CHORD SHALL KAYE A PROPERLY ATTACHED RIGID CEILING. - •IMPORTANT- FORNISM A COP'/ OF THIS DESIGN 70 THE INSfALlATION CONTRACTOR. ALPINE ENGINEERED 19 BC DL' 10.0 PSF DRW CAUSR427 99251013 PRODUCTS, INC. SHALL NOT OE RESPONSIBLE FDR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO A L P I N E BUILD THE TRNSSES IN CONFORMANCE WITH TP11 OR FABRICATING, HANDLING, SNIPPING, INSTALLING AND BRACIII OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NOS (NATIONAL OISIGI OC LL 0.0 PSF CA -ENG AEB / CW C COMOECTORSIAREPMADESOf I..IST..T.11 BOA-. All. MIRICAN, FOREST L.ON) AND NOTED. TPI. ALPINE APPLY CONNECTORS TO * * TOT.LD. 36.0 PSF SEON - 153452 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PEA Alpinep,.,�,,,,.� DRAWINGS 160 A•I. THE SEAL 01 11I3 DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEER.:-. DUR.FAC. 1.25 _ FROM E.D ����� ` w ... ' �" COMPONENTRESPONSIBILITY FOR ANYLPLY FOR THE TRUSS ARTICULAR 81ILDIH60[ST11 USP-. SIBTLITY OF THE BOItNENT DESIGN SHOWN. THE 01NRITY AND USE OF DESIGNER. PER THI w SaaamCaID.CA9S828 ANSI11PI..IIIS SECTI0111. S SPACING 24.0 . 0 L0 0 co Cl - Lr) Lii rn 0 �z 0 M W Co Co rn 0 z x (PRASPA-PRATER / SPANGLER - T -6D PIGGY/CO TOP CHORE) 2x6 DF -L SS :T3, T4 2X4 DF -L I] : BOT CHORD 2x4 DF -L #1 WEBS 2X4 DF -L Standard WW2.OK DRAG PLATES DESIGNEE) FOR GREEN LUMBER PER NOS -97 TABLE 7.3.3, DEFLECTION MEETS L/240.00 LIVE AND L/160,00 TOTAL LOAD. WARNING; FURNISH A COPY OF THIS OWG TO THE INSTALLATION CONTRACTOR, FAILURE TO FOLLOW PROVISIONS OF NIB -91 IN HANDLING AND INSTALLATION OF TROSSES CAN RESULT IN SERIOUS INJURIES. 00 NOT PERMIT INEXPERIENCED AND UNINSTRUCTED PEOPLE TO INSTALL TRUSSES, SEE 'WARNING- NOTE BELOW, HI6-91 RECOMMENDS SEEING A REGISTERED PROFESSIONAL ENGINEER FOR THE DESIGN OF TEMPORARY BRACING. :n J x LTJ � mw !F- CIO - lz 114X6 (A2) la CD= 1 f W2.5X4 0 W3X4.0 WSX66 W1. 5X4 43.6 0 W3X4 as W4X6 a W5X8ta THIS I)WG PREMED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS% SIIANtTTcn RV TDIICC ur. —LOADING ON THIS TRUSS^CALCULATED BY TRUSS FABRICATOR—, 4t 'ITE THE MAXIMUM HORIZONTAL REACTION IS 2122.12-# •* ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. 10 PSF BC LIVE LOAD PER UBC. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC a 24.00' OC TRUSS TRANSFERS 33.00 PLF ALONG TOP CHORD THROUGH TRUSS TO SUPPORT(S) WHERE INDICATED. DaAPHRAGM AND CONNECTIONS ARE TO BE DESIGNED BY ENGINEER. OF RECORD. W5XB WSX4 - W5X8 = W5X4 m W2. 5X4 >W3 X 4 W5X6 6 W1.5X4 0 (A \ W5X4wrY 3, U H W5X8. W3X4>is W5X8a WSX4= W4X6= W4X6(A2) a I- LxJ:.arx 31-10-4— o 2-0-0 19 6 0 1 22-0-0 -- d 19-6-0 I -1210 N'3.5' 61-0-0 Over 3 Supports 8 Rh-2122/-2122 R-2446 N-3.5' R-1030 W-3.5' — CD .[7 d-=" PL_y T 7YP ^Wave TPi-.95 Design Criteria: TPI STO 18 loAct�cNu l(F[J TO d!Ot➢1Yt{(VA, I1G I�S7ulllc A1@ B�AC(tGJrAla RL15tl10 OfrT11 1 (TlYS31)LT(F Es CA 1 - F Scale -.125"/F Ia Si7 NTL. 503 O-DaW4 q., SUITE too. AAD% IW, YI s3rlsJ, sol 34r[Tr t4ACTtC£S rlern TO '�!(i TC LL 16,0 PSF REF R427--1'I41� y ►(4fORNIR{ TA(SL rIY.ITORS. U{LESS OTIEleII SF [ GTED, rot C101o SMAtI MAF( !ROr tRLY eTI,tCJfp ,W- � 1 slla[TUAu rA.tlS. {oFTrx Halo StA(01 YALE A v (FlT AFTACY(0 416111 CF It 11 G. f�V ' 7C DL 10.0 PSF ' DATE 10/27 f 99 C� ••1 MRORTAtlT^ F1IRISH 4 Cp►T pF TttS 0[S1GJ 0 Telt IL STA1 li7IOR COtTt1[101. Atr]RE EYC1fE[Rt0 p IlODUCfS, 1tL. Still COT {¢ RFSr0RS1Ol( Flt 447 O(f 1471ot ltOt 7H IS O(fiCt; Aar IA1l alE TO C� 9 L D(- ��I to uo Ent r4osttf IR cO tTORIIAtCT Y1TR Trl: a (At4 rc4ruc, .Aaol lYc, fnu11lc, Itiru ulG Atp }.. 10.0 Pj RW C"SR427 99]00006A�,P E � ItaCFlt of It0i2lf. Ttl1S 0(SICI CC/OlnS {IT\ Arty IC4{11 r0.0TISloti CF IDS (tAT70tAt OESIG/:COISFICIFTORSCA AR ro/lluro lr lex "IMICAt rptts( AND rAPU ASSOCIArta BC LL 0.0 PA -ENG AEB/CNC�contcrots AaE aaDt Gr J Alp nl. Alrla[ * i]OT�I( tO6A ASrN A{5l Ca10 CAU- STtrL (1C(►T AS Ro(fp. ArrtT CO/RECi01f TDEACR FACE IS T{RSS, AtO OR1IS3 OTOERIIISE IOCATIO 0■ Tits o1SECR• rOf1TTO1Cou(c7C S r(tTOT.LD, 36,0 PEQN - ]81256E— 044!1 ECC ]60 A•1. TOE SC At M il13 OSaYta/ ("O ttAT[E aCCErTAKI Of rAOr(i210{Al CaGiA[LRIK Alpiac9512uvoeslutln sanr ro. TRE TROSS CDIVmCIF ofSyu SYOYY. TRI SUIFA91t1TI Aa0 OK Or THIS DUR. FAC , 1 , 25 3ecrtm mtq 093126 Adsil Trtr -1 ACT rTIOX f1RR luuouc 1S Tet QESPOBSItu173 OF THE IUt/D1a0 0(31ClftI[R ROM E.0 — 4151 lTIt 1-1 "% .SECTIO! L. (SPACING 24-0- (P.RASPA-PRATER / SPANGLER - [PGE) T-7 PIGGY/PGE [1 -PL TOP CHORD 2x6 OF -L SS :T3, T5 2x4 DF -L #1: :T4, T6 2x8 DF -L SS: BOT CHORD 2x4 DF -L #1 WEBS 2x4 OF -L Standard PLATES DESIGNED.FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. SEE DWG GAB98217 FOR ADDITIONAL REQUIREMENTS. (A)'SCAB BRACE. 80% LENGTH OF WEB MEMBER. -SAME SIZE. - i SPECIES 8 GRADE OR BETTER. ATTACH WITH 10d NAILS 0 6" OL.+ NOTE: THIS EXPOSED FACE OF THIS TRUSS IS DESIGNED TO SUPPORT 24" OUTLOOKERS AND STUCCO (10 PSF) ON ONE FACE. REFER DETAILS 3,027.999 FOR GABLE REQUIREMENTS. 10 PSF BC LIVE LOAD PER UBC. W4X6(A2) = W3X8 W3X4 G3 THIS ONG PREPARED FROM COMPUTER INPUT a DIMENSIONS) SUBMITTED BY TRUSS MFR. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC @ 24.00' OC. BC @ 24.00. OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. FAILURE TO FOLLOW PROVISIONS OF HIB -91 IN HANDLING AND INSTALLATION OF TRUSSES CAN RESULT IN SERIOUS INJURIES. DO NOT PERMIT INEXPERIENCED AND UNINSTRUCTED PEOPLE TO INSTALL TRUSSES. SEE "WARNING" NOTE BELOW. HIB -91 RECOMMENDS SEEING A REGISTERED PROFESSIONAL ENGINEER FOR THE DESIGN OF TEMPORARY BRACING. W7X8-,a vrvo— W2.5X4 S W4X4e wJA4 151 W5X8i.is H5412 = W5X4a . W4X12ag7X66 0 � t- 8-0-0 W4X6(A2) +� W s� L 19-6-0 1 5-10-3 I 10-5-9 -1-5-11-12-1- 19-2-8 I 5 Eli -0-0 Over 2 Supports "� o n R-1881 W-3.5" r R-327 PLF W-17-9-8 m O 1 > C. Note: All Plates Are W1 5X4 Exce t As Shown 7- r ew- c PLT TYP. High Strength Wave TPI -95 Design Criteria: TPI(ST 1 CA/ -/11-/-/-/F scan - E ALP INE ��LI,,,, F.,,,.,, �.A.IDB 9CFibbCd� PC95821a• �' SavammfD.CA95828 WARNING—TRUSSES &EQUINE EITREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND EFE .BRACING. RR TO 119.91 (MARBLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. $53 D'ONOFRIO DR.. SUITE 200. MADISON. NI S3719). FOR SAFETY PRACTICES PRIOR TO PERFORMING TRESE FUICTIOIS. UNLESS OINERVISE INDICATED. TOP CHORD SMALL NAVE PROPERLY ATTACHED STRUCTURAL PAIEL2. BOTTON CHORD SHALL RAVE A PROPERLY ATTACHED RIGID CEILING. ••1NPORTANT•FURNISH A COPY Of TMDESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN, ANY FAILURE 70 BUIlO THE TRISSES 11 CONFORNINCE VITH TPit G FABRICATIIG. HANDLING. SHIPPING. INSTALLING AND BRACING *FIT 11SSES. THIS DISIGN CONFORMS 1111TH APPLICABLE PROVISIONS OF IDS (NATIONAL OESIOR SPEC TCATCONNECTORSAREMADEOf 20GATA3TNMA6S3A6140 Mt. STEEL. CICEPTAND PAPER I AS (NOTED. AND TAPPLYI. ALPINE CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHIRV13E LOCATED OA 7X13 DESIGN. POSITION CONNECTORS PER ORAVINGS 1GO A.Z. THE SEAL 01 TRIS BRAVING INDICATES ACCIPTARCC OF PROFESSIONAL ENGINEEAIR6 RESPONSIBILITY ANTSOLELY ►ARTICULARTHE 601101G IS THE RESPONSIBILITY OF THE BUILDINGIDESIGNER. PER this ANSIMI 1.1995 SECTION 2. �-1ACE N- -Rl SOA 8 * * TC LL 16.0 PSF TC DL 10.0 PSF BC DL 10.0 PSF 8C LL 0.0 PSF TOT . L 0 . 3 6 . 0 PSF RE 427 68 DATE 0 • 8/99 - DRW CAUSR42 251014 , CA -ENG AEB/CWC SE ON - 1 53697 DUR.FAC. 1.25 FROM E.D N SPACING 24.0 A (PRASPA-PRATER / SPANGLER - T-8 PIGGY TOP CHORD 2x6 OF -L #2 :T3 2x4 -DF-L fl: BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W4X40 W4 X4 � W3X8a THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. -(A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC 24.00. OC. BC 0 120.00' OC. 10 PSF BC LIVE LOAD PER UBC. "Y . JAY Y W4X6 (A2) E_ P14A0@ YYA. JAY UI FIJAO= W3X8E= W4X6Em 1YA.7A% IM W4X6(A2) a -04 L- 16-6-8 I 10-5-0 I 16-6-8 I �4 43=6=0`0ver 2 Supports R-1678 W-3.5'.,___,_ — - R-1678 k-3.5' PLT TYP. Wave TPI -95 R Design Criteria: TPI STI --MARKING-- TRUSSES REGUIRI EXTREME CARE 11 FABRICATION. HANDLING. SNIPPING, INSTALLING ANO BRACING. REFER TO 010-91 (HANDLING INSTALLING AND BRACING). POLISHED BY TPI (TRUSS PLATE INSTITUTE. S63 O'ONDFRIO OR.. SUITE 100. MADISON, VI 53/19), FOR SAFETY PRACTICES PRIOR 10 PERFORMING THESEFUNCTIONS. OILESS'OTAIRVISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PARE LS, BOTTOM CHORD SMALL HATE A PROPERLY ATTACHED RIGID CEILING.' ••IMPORTAMT'l FURNISH A COPY OF THIS DESIGN TO 18E INSTALLATION CORIBACIOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DE33411; ANY FAILURE TO ALPINE BUILD THE 70.0SSIS IN Coir AMC[ MITI TPI; OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND GRACING OF TRUSSES. THIS D[SIGR COM FOAMS NITN APPLICABLE PROVISIONS OF 003 (NATIONAL OESI6A SPECIFICATION P0BLI3310 BY THE AMERICAN '0 SPECIFICATION AND PAPA ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE NAGE OF LOU ASTM AGS 3 GR40 QALY. STEEL. IICEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TAUSS, AND UNLESS OTHEANISE LOCATED OA THIS DISIGN. POSITION CONNECTORS PER DRAWINGS 160 A•I. THE SEAL On THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING AIpD00 ngio0aled P[CdaetI. IIID RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SIONI. THE SUITABILITY AND USE OF THIS $Eng6m d 95928COMPONENT FOA AIT PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1.1995 SECTION 2. �8-0 0 (.n -/l/ - -IT TC LL 16.0 PSF TC DL 10.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF T0T.L0. 36.0 PSF DUR.FAC_ 1.25 SPACING 24.00 I Scal " .125" Ft. L REF 7--66828 DATE 09/08% t (PRASPA-PRATER / SPANGLER - EPGE3 T-9 PIGGY PGE [1 -PLY TOP CHORD 2x6 DF -L SS :73 2xB DF -L SS: :T4 2x4 DF -L #1: BOT CHORD 2x4 DF -L 11 WEBS 2x4 DF -L, Standard THIS OWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. SEE DWG GA898117 FOR ADDITIONAL REQUIREMENTS. m PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. _ ca •(A) SCAB BRACE. 80% LENGTH OF WEB MEMBER. SAME SIZE, coo NOTE: THIS EXPOSED FACE OF THIS TRUSS IS DESIGNED TO SUPPORT SPECIES Q GRADE OR BETTER. ATTACH WITH 10d NAILS ® 6" OC. 24" OUTLOOKERS AND STUCCO (10 PSF) ON ONE FACE. REFER c DETAILS 3,027,999 FOR GABLE REQUIREMENTS. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC 0 24.00" OC, SC 0 72.00' OC. CJc::)L DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF 8C LIVE LOAD PER UBC. r b W2. 5X4 z4W2. 5X4 � z LzJ z z L=] L�7 L=7 d •-o 0 e= n CA H W3X10o W 3 X 6 zs L< 16-6-8 _I_ 14-11-0Ido 4-6-0 00 16-6-8' �� 43-6-0 Over 2 Supports F R-1652 W-3.5" R-359 PLF W-11-9-8 Note: All Plates Are W1.5X4_Except As Shown.ww--�B G) I o PLT TYP. Nave TPI -95\R Design Criteria: TPI(STD 18 CA - 1 - - F SCa1192.187.a.'/Fr o •HAMMING" TRUSSES 1E0Y1RI CITNEME CARE IN FABRICATION. GRACING). HANDLING. S,BY TP, INSTALLING AND �¢fElsj�, _ TC LL 16.0 PSF REF (-R27- "BRAC[tlG. REFER TO ,IB•91 (HANDLING INSTALLING AND BRACIN6), PU,LISNEO BY TPI (TROTS PLATE �{r' ,:STITUi[. $83 D•D,DPR EO DR., SUITE 200. MADISON. WI 937191, FOR SAFETY PRACTICES PRIOR TO PERIORHING THESE FUNCTIONS. UNL113 OTNCRNIII INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED TC OL 10.0 PSF DATE - 09 STRUCTURAL PANELS. BOTTOM CNORD SHALL NATE A PROPERLY ATTACHED RIGID CEILING. yyyl '-INPORTAMT•" FURNISI A COPY OF TM IS OES16R TO THE IRSTALLATION CONTRACTOR. ALPINEERGINEEREO 8 A` BC OL 10.0 PSF DR CS' USR421 PRODUCTS. INC, IN ALL ROT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ART FAI LORE TO r BUILO THE TRUSSES 11 CONFORMANCE WITH TPI: ON FABRICATING. NANKING. SHIPPING. INSTALLING AND AL P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN �1 BC LL 0.0 PSF CA E AE Q 3PECl/ICAT100 PUBLIS,ED IT THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2OGA ASTH A653 GR10 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTOIS TO * * TOT. L D . 36.0 PSF S E d' 151 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOC47ED ON THIS DESIGN. POSITION CONNECTORS FIR C �_,,,y�� pp,�,,,,�,T,,,,,,,,..,,,, DRANINGS 160 A -Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL INOIWEERIND DUR .FAC . 1.25 FROM E . D1'. =UPS . ... Y La,. COMPONENTRESPONSIBILITY FOR ANYLELY FOR PARTICULARETRUSS BUILDINGOIS THETDESFGU SHOWN. TOE RESPONSIBILITY OF TNI BUILDINGITY AND 03f DESIGNER. It, THIS ._ N BNQ!®Imta'CA 95828 ANfuTPI 1.1995 SECTION 2. SPACING_ _ 24.0 1 . • i (PRASPA-PRATER / SPANGIER - T-10 TOP CHORD 2x6 DF -L #2 BOT CHORD 2x4 DF -L $1 WEBS 2x4 OF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NOS -97 TABLE 7.3.3. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W5X6Em THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. -(A) -SCAB -BRACE. -80% LENGTH OF NEB MEMBER. SAME -SIZE, SPECIES 6 GRADE OR.BETTER..ATTACH WITH 10d NAILS 0 6' OC. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC @ 24.00' OC, BC 0 72.00' OC. 10 PSF BC LIVE LOAD PER UBC. W4x4(AZ) m W4X4(AZ) a L 16-0-0 _I, 16-0-0 I fE 32-0-0 Over 2 Supports J R-1168 W-3.5" R-1168 W-3.5' PLT TYP. Wave TPI -95\R_ Design Criteria: TPI ST • YARNING"TILUSS93 REQUIRE EXTREME CANE IN FABRICATION, OAHDLING. SNIPPING. INSTALLING ANO BRAC196. NEFIR TO BIB -91 (HANDLING INS7ALLING AND BRACING). PUBLISHIO Of TPI (TRUSS PLATE INSTATUTE. 5B3 O'ONOFNIO DB.. SUITE ZOO, HAD ISOR. NI 33719), FOR SAFETY PRACTICES PRIOR TO PERFOININS THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED 11 OCTUAAI PANELS. BOTTOM Ct010 $HALL HAVE A PROPERLY ATTACHED 01010 CEILING. —IMPORTANT— FURNISH A COPT OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DES16N; ANY FAILURE TO A L P I N E BUILD THE TRUSSES 10 CONFORMANCE WITH TPI; OR FABRICATI46, HANDLING, SNIPPING, INSTALLING AND BAAC106 OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF XD$ (NATIONAL DESIGN SPECIFICATION PUBLISMID BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNIC702S ARE NADE OF 200A ASTM A653 6M0 6ALI. STEEL. EXCEPT AS ROTED. APPLY CONNECTORS TO EACHFACE OF TRUSS, AND UNLESS OTHERWISE LOCATED OR THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A - I. THE SEAL 01 TO 1S DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGIREENINO ine En&�� �D�� RESPONSIBILITY SOLELY FOR Tat TRUSS COMPONENT OES16R SHOWN. THE SUITABILITY AND USE OF Tars "'M S.C8_t,� CA 95M CONPOBERT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSIITPI 1.1995 SECTION Z. t� b Cao Co cn CCS I 0 0 C.TI r -o z LTJ z z LzJ LzJ LzJ c=3 PO 0 d rn Jo c S� H c o 0 c •� z o 0 CA -111-1-1-IF Sc —.1875'/Ft. l� fESs/p�, TC LL • 16.0 •PSF REF 427--66830 �♦ TC DL 10.0 PSF DATE 09/08/99 :o BC DL 7.0 PSF DRW CAUSR427 99251011 BC LL 0.0 PSF CA -ENG AEB/CNC * TOT -LO. 33.0 PSF SEON - 153321 DUR.FAC.•--1.25_ FROM E.0 SPACING 24.0" m (PRASPA-PRATER / SPANGLER - H-1 PIGGY TOP CHORD 2x4 OF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. FOR PIGGYBACK DETAILS REFER TO DRAWINGS 634,016, A625.376, 847,045, 3.045,010, OR 581,670. - W04 to PLT W2.5X4(81) I= 010 0-;L;j0 L- 5-0-12 _I 5-0-12 1 10-1-8 Over 2 Supports R-342 W-3.5" R-342 W-3.5' THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC @ 24.00' OC, BC @ 120.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. T 06 -Ah--A-0-0 106 .0" BRAC1lG. RtF1A TO HIS -91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. $03 O'ONOFRIO DR.. SUITE 200. MADISON. WI 53119). FOR SAFETY PRACTICES PITON TO PERFORMINGTHESE FONCT IONS. OALESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SPALL BASE A PROPERLY ATTACHED RIGID CEILING. •'IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SPALL NOT Of RESPONSIBLE FOR ANY DEYIATIOR FROM THIS DESIGN: ANY FAILURE TO ALL P I N E BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SBIPPIRB. INSTALLING AND BRACING OF TRUSSES. TRIS DES16N CONFORMS WITH APPLICABLE PAO9ISIO11I OF NDS (NATION& 013161 SPECIFICATION PUBLISHED By THE AMERICA@ FOREST AND PAPE& ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE NAOE OF 206A ASTM A653 8R40 GALT. STEEL. EICEPT AS NOTED. APPLY CORRECTORS TO EACH FACE OF T&USS. AND UNLESS OTBEAYIfE IOCATEO Otl iB if DESIGN. P031TION CONNECTORS PER AAL1,,,,..,,,,�� 02AMINGS 160 A•1.' THE SEAL ON Tl I9 DRAPING INDICATES ACCEPTANCE OF PROFESSIONAL EN6IHEERIBG "'r"�'Engk—vdPte•�TIOTLP1 FOR TTRUN 0"1USE OF THIS Seaaml0,CA95848 AIBN0.IT OF 3RTICUUILDEGTMFSPONS81L1TINE BOILOINS 0E16NE0.PER ANSIITPI 1-1995 SECTION 2. FE TC LL 16.0 PSF TC OL 10.0 PSF BC DL 7.0 PSF W= r BC LL - 0.0 PSF * p TOT.LD. 33.0 PSF OUR.FAC. 1.25 SPACING 24.0" Scale -.315"/Ft. REF R427--66831 DATE 09/08/99 !o OR W CAUSR427 99251007 CA -ENG AEB/CWC rt" SEON - 153226 FROM E.D (PRASPA-PRATER / SPANGLER - H-2 PIGGY TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 OF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 10 PSF BC LIVE LOAD PER UBC. FOR PIGGYBACK DETAILS REFER TO DRAWINGS 634,016, A625,376, 847,045. 3,045,810, OR 581,670. 0-6-6 W3X4(B1) E_ W4X4>v ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC 24.00' OC, BC ® 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. NSAbam W3X4 (81) m °�w° 0-10 L 10-10-4 I 10-10-4 I fE 21-8-8 Over 2 Supports 30 R-724 W-3.5' R-724 W-3.5', PLT-TYP. Wave TPI -95\R Design Criteria: TPI STD 18 *NARNING^TRUSSES 1IOUINE(HAEXTREME CARE 11 FABRICATION, HANDLING. SNIPPING, INSTALLING AID BRACING. REFER TO RIB•9l NDLING INSTALLING AID BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SOITE E00. MADISON. N1 $3119), FOR SAFETY PRACTICES PRIOR 10 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL NATE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL NATE A PROPERLT ATTACHED RIGID CEILING. "IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGIREEIED PRODUCTS. INC. SHALL NOT BI RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ART FAIIURF TO A L P I N E BOILO INE TRUSSES 11 CONFORMANCE MITI TPI: OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN COIFORMS WITH APPLICABLE PROVISIONS OF IDS (NATIONAL OISIGI SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE RACE OF 20GA ASTN A653 GR40 GAIT. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, P031TIOR CONNECTORS PER Ci ORANINGS 160 AQ . .THE SIAL ON THIS CRANING INDICATES ACCEPTANCE OF PRO►ISSIONAL ENGINEERING AJP106 �gimerrd Pmdum I= RESPOMSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN 3NOWN. THE 3U17ABILITY AND USE,OF THIS SBCTHzaccm, CA 95828 COMPONENT FOR ANY PARTICULAR BUILDING 13 THE RESPONSIBILITY OF -THE BUILDING DESIGNER. PER ANSI/TPI 1.1995 SECTION 2. CA - 1 - - F Scale -.25' Ft. L TC LL 16.0 PSF REF R427--66833 TC OL 10.0 PSF DATE 09/08/99 b BC DL 7.0 PSF DRW CAUSR427 99251008 BC LL 0.0 PSF CA -ENG AEB/CWC * �' TOT.LD. 33.0 PSF SEON - 153462 DUR.FAC. 1.25 FROM E.D SPACING 24.0° 1 12 -� 4 or greater DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. B'OTTOIVI AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. 1h'EE MEMBER PLANE All lateral braces lapped at least 2 trusses. Cross bracing repeated at each end of the building and at 20' Ps Intervals. 'o Permanent °SmP moo. s continuous lateral bracing °q as specified by the truss engineering. " 1 � X45° Z -A j Frame 4 Up chords that are laterally braced can Wckle t:grtherandcause collapse ifthereion* liago- ralbracing. Diagonal bracing should be _jailed t the underside of the top chord when purlinsare attached to the topside of the top chord. 12 —� 4 or greater DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir i Continuous Top Chord All lateral braces Lateral Brace —� lapped at least 2 Required trusses. �- 10" or Greater Attachment Required Ot xess 32 WARNING: Failure tofollDW these recommendations could result in severe personal injury o., damage to trusses or buildings. A i SP - Southern Pine TOP CHORD ' SPF - Spruce -Pine -Fir MINIMUMOP:CHORD : DM. RALBRA�'E; TOP CHORD SPACING'{DBs) STAN TOP CHORD DIAGONAL BRACE lapped at least 2 MINIMUM LATERAL BRACE SPACING (pB� 2.5 7 17 1 12 SPACING(LB # trusses 9 6 ...... 1 3.0 1 5' S 3 I U to 32 4 12 8' 20 15 I Over 32 - 48' 4/12 6' 10 7 Over 48' - 60' 1 4/12 15' 6 4 1 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir i Continuous Top Chord All lateral braces Lateral Brace —� lapped at least 2 Required trusses. �- 10" or Greater Attachment Required Ot xess 32 WARNING: Failure tofollDW these recommendations could result in severe personal injury o., damage to trusses or buildings. A i SP - Southern Pine TOP CHORD ' SPF - Spruce -Pine -Fir MINIMUMOP:CHORD : DM. RALBRA�'E; PITCH LATERAL BRACE SPACING'{DBs) STAN DIFFERENCE SPACING(LB'S) [#trusses] lapped at least 2 to 28 2.5 7 17 1 12 Cver 28 - 42' 1 3.0 1 6 9 6 Over 42' - 60' 1 3.0 1 5' S 3 Cver 60' 1 See a registered professional engineer D= - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord Top chords that are laterally braced can buckle togetherandcause collapse ifthereisnodiago- Lateral Brace All lateral braces Fequired lapped at least 2 trusses. 10" or GAttachmen I I Required ?e. Frame 3 v ryp` ey°Cr Top chords that are laterally braced can buckle togetherandcause collapse ifthereisnodiago- nal bracing. Diagonal bracing should be nailed 1ti to the underside of the top chord when purlins are attached to the topside of the top chord. �� I TOP CHORD fl i:i�lii!!N! �ii! Hilt! TOp CHORD QIAGONALBRACE MINIMUM LATERAL BRACE SPACING: (DBS SPAN DEPTH SPACING(LBs) #trusses ..::.......:............. .:. _.... .... :.:. .... .. ..: .. SP/DF U to 32' 30" 8' 16 10 Over 32'- 48' 42" 6' 6 4 Over 48'- 60' 48" 1 5' 4 2 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir 9 8 Vey % 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 bed plicate both ends of the truss system. WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Top chorda 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. a All lateral braces lapped at least two trusses. b End diagonals are essential for stability and must be dup-11-cat4E4 both ends of the truss system. =45° Frame 5 Continuous Top Chord Lateral Brace Required —j- 10° or Greater Attachment / Required ---/// I� TA" Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. Truss spans less than 30'. Spreader Bar Toe In AF pro) irnately 1/2 to w3 truss length Less than or equal to 63' SpreaderBar Toe In Approximately 1/2 1 7/3 truss length Less than orequal to 67 Toe In Lifting devices should be connected to the truss top chord with a closed-loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- rary bracing Is installed. Strongback/ SpreaderBar 0 F Appro>'iTtately_� 7/3 to 3/4 truss length Greater Wan 60' Tag /Line Tag Line Strongback/ SpreaderBar Toe In At or above 4�_ mid -height Tag Tag Line Line 00' -1 10' 1/3 to 3/, truss leng-l- Greater than 60' CAUTION: Tempora. -y bracing shown In this summary sheet is adequate for the installation o` trusses wish similar configurations. Consult a registered professional engineer if a dVeren: bracing arrzngement is desired. The engineer may design bracing in accordance with TPI's Recommended Design Specification for Temporary Bracing of Metal Plate Connected Wood Trusses, DSS -69, and in some cases determine that a wider spacing is possible. brace truss of up of 1rt lateral(L1B1�ala(;BD) Note..2--eeyatem shall have adeq .ecapacity to aupportground floe, tat floor 1 ■ ■ Ground brace diagonals (GBD) Ground brace vertical (GBV) brsce1°t rues of braces lasral (LOG)'oup of trusaes f End brgce (EB) i 7 CAUTION: Ground bracing required for all installations. IA. A Frame 2 ` LStrut t Backup (ST) ~ ground stake Driven Typical horb mtal tie - enber with ground stakes mU'lple slakes (HT) CAUTION: Ground bracing required for all installations. IA. A Frame 2 ` Up to 24' 1 312 1 8' 1 17 ., .-12 100" Over 24'- 42' 3,112 1 7' 1 10 1 6 nal bracing. Diagonal bracing should be nailed Over 42'- 54' 312 1 6' 1 6 1 4 q� Over 54' See a registered professional engineer are attached to the topside of the top chord. DF - Douglas Fir -Larch SP - Southern Pine v HF - Hem -Fir SPF - Spruce-Pine-FirO0� ti • ,yfr� ey�F cei Diagonal•brace also required on end verticals. PLUMB i Truss Depth D(in) i i 12 —' 3 or 9- greater \ 8, sl y All lateral braces lapped at least 2 trusses. \ Continuous Top Chord Lateral Brace i Required 10' or Greater =4e Attachment i Required AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Lesser of D/50 or 2" Maximum Plumb Misplacement Line �s<n II 60" 1 1-1/4" 1 5' 1 108" 1 2" 1 9' 1 T ±y; 1 T ±'/e' L(in) U200 L(ft) Top chords that are laterally braced can buckle / 4.2' 100" togetherand cause collapse if there is no diago- 8.3' 150" 3/4" nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins q� p 2q• �� fess are attached to the topside of the top chord. I PLUMB i Truss Depth D(in) i i 12 —' 3 or 9- greater \ 8, sl y All lateral braces lapped at least 2 trusses. \ Continuous Top Chord Lateral Brace i Required 10' or Greater =4e Attachment i Required AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Lesser of D/50 or 2" Maximum Plumb Misplacement Line �s<n II 60" 1 1-1/4" 1 5' 1 108" 1 2" 1 9' 1 T ±y; 1 T ±'/e' L(in) U200 L(ft) 50" 1/4" 4.2' 100" 1/2" 8.3' 150" 3/4" 12.5' Length L(in) Lesser of U200 or 2" BCW L(in) Lesser o` U200 or 2" L(In) L/200 L(ft 200" 1" 16X 250" 1-114' 20.8' 300" 1-1/2" 25.0' OUT -OF -PLUMB INSTALLATION TOLERANCES. OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no circumstances should A WARNING: Do not cut trusses. A construction loads of any descrip-lon be placed'! on unbraced trusses. Frame 6 This safety alert symbol is used to attract your attention! PERSONAL SAFETY IS INVOLVED! When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. CAUTION: A CAUTION identifies safe operating A practices or indicates unsafe conditions that could Jresult in personal injury or damage to structures. HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES ° Itis the resoonsibilityof the installer builder. building contractor, licensed contractor. erector or erection contractor) to properly receive, unload, store, handre. install and 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 orerection 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 fol ow instructions or heed wam- ing will most like y result in serious personal injury or death or damage to structures. WARNING: A WARNING describes a conci-jon A where failure to follow instructions could result in Jsevere personal injury or damage to structLMS. 'd9114 TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, W -consin 53719 (608)£33-5900 truss industry, but must, due to the nature of responsibilities inuob•d, be presented as a guide for the 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 recommendaicrs and information contained herein by building designers, installers, and others. Copyright © by Truss Plate Institute, Inc. All rights reserved. This document or ary part thereof must not be reproduced in any form without written permission of the publisher. Printed in the United States of America. sTF2USS':S -ORALE CAUTION: All temporary bracing should be no less than 2x4 grade marked lumber. All connecti3ns 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. ACAUTION: Trusses stored horizontally should be supported on blocking to prevent excessive lateral bending and lessen moisture gain. AWARNING: Do not break banding until installation begins. Care should be exercised in banding re- moval to avoid shifting of individual trusses. JAWARNING: Do not lift bundled trusses by the bands. Do not use damaged trusses. ACAUTION: Trusses stored vertically should be braced lo prevent toppling or tipping. ®DANGER: Do not store bundles upright unless properly braced. Donotbreakbands until bundles are placed in a stable horizontal position. ADANGER: Walking on trusses which are lying fat is extremely dangerous and should be strictly prohibited. UeJ_ eta r 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 �u1 W1 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 ❑ 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: Nuke certain truss sequence and end -for -end orientation are correct. PERMIT NO: 55-99 Lake Oroville Area Public Utility District 1960 Elgin Street OROVILLE, CALIFORNIA 95966 533-2000 DISTRICT APPROVAL AND VERIFICATION OF INSPECTION BUILDING SEWERS This verification form must be submitted to the.Butte County -Department of Public Works Building Department prior to issuance of a building or occupancy permit, whichever is applicable. Prior to final approval by Butte County of a Building or an Occupancy Permit, a copy of this verification form, signed off by Lake Oroville Area Public Utility District, must be submitted to Butte County. Date: December 17, 1999 Applicant: .Gordon Spangler (Ron Prater) 2558 S. 5Th'Ave, Oroville, CA 95965 Applicant Address: Applicant Phone No.: 533-6069 Property Location (s): 98 HERCULES AVE, OROVILLE, CA 95966 A. P. No. (s): Lakeridge Village Lot#94 069-580-026-0 Fees due: All fees paid. New service connection. Application for service approved: LA#EaOVILLE AREA PUBLIC UTILITY DISTRICT Inspection(s) made and successful test(s) observed: Location: Date: Lake Oroville Area Public Utility District release to close permit: Date: By: _;:• r�,.; •:; BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 October 11, 1999 _Ron Prater P.O. Box 336 Palermo, CA 95968 Building Permit Number: 99-2086 Assessor's Parcel Number: 069-580-026 This office reviewed the above referenced building plans. Provide additional information . and/or make revisions to plans, specifications and calculations as follows: 1. Your house is unusually shaped and does not conform to UBC requirements for bracing . Provide a lateral analysis of the entire house by an architect or engineer. Have him put all of his requirements on two sets of plans and stamp and sign the plans. 2. Have your architect or engineer provide a letter stating that he has reviewed the trusses and they conform to his design. Plan check will continue upon receipt of the above items. Additional items may be required when plan check is resumed.1f you wish to discuss any requirements, you may contact me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Sincerely, ' Yyt N Linda Sexton Building Inspector III. LAND OF NATURAL W E A L T H AND BEAUTY _;:• r�,.; •:; BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 October 11, 1999 _Ron Prater P.O. Box 336 Palermo, CA 95968 Building Permit Number: 99-2086 Assessor's Parcel Number: 069-580-026 This office reviewed the above referenced building plans. Provide additional information . and/or make revisions to plans, specifications and calculations as follows: 1. Your house is unusually shaped and does not conform to UBC requirements for bracing . Provide a lateral analysis of the entire house by an architect or engineer. Have him put all of his requirements on two sets of plans and stamp and sign the plans. 2. Have your architect or engineer provide a letter stating that he has reviewed the trusses and they conform to his design. Plan check will continue upon receipt of the above items. Additional items may be required when plan check is resumed.1f you wish to discuss any requirements, you may contact me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Sincerely, ' Yyt N Linda Sexton Building Inspector III. V2--, °,:q ti Al() O Fj 0206AR G. CIVIL UF CA ----) t) Z -y op Itis- fth voy-C.1-7-- C�7 . . .... ....... OFE$S Ss L NO ........ ... i02 01. A .-C �46LAT 04 lluo' I. Ii- TL taw. .. . ...... ... 5 I T F rML JAI t -OW. _�Sf_ I A: 14- Imo! ���®-�: ! ! _ _ ! I ! f lI 1 L i i I I Com PiAw . . .... ....... OFE$S Ss L NO ........ ... i02 01. A .-C 0 1997 UNIFORM BUILDING CO E TABLE 16-F . TABLE 16-G TABLE 16 -F -WIND STAGNATION PRESSURE (qs) AT STANDARD HEIGHT OF 33 FEET (10 058 mm) Basic wind speed (mph)t (x 1.61 for km/h) 70 80 90 100 110 120 130 Pressure qs (psf) ( x 0.0479 for kN/m'-) 16.4 2 . 6 31.0 36.9 43.3 1Wind speed from Section 1618. s I`t"s `7 CS tiu� Cv11/1Q1113c A M n r -I ICT 1=errnP1 CAEFFICIENT (CAI IAA LC 10 -x.7 -v W 1 vuIw HEIGHT ABOVE AVERAGE LEVEL OF ADJOINING GROUND (feet) EXPOSURE D EXPOSURE CMl E 8 x 304.8 for mm 1.39 1.06 0.15 1.45 1.13 20 1.50 1.19 25 1.54 1.23 30 1.62 1.31 40 1.73 1.43 60 1.81 1.53 ,100 80 1.88 1.61120 1.93 1.67160 2.02 1.791200 ' 2.10 1.87300 2.23 2.05400 2.34 2.190 1Values for intermediate heights above 15 feet (4572 mm) may oe Interpotatea. U 1997 UNIFORM BUILDING CODE TABLE 16 -H -PRESSURE COEFFICIENTS (Cq) TABLE 16-11 31e STRUCTURE OR PART THEREOF C combination DESCRIPTION CFACTOR I. Primary frames and systems Afethod 1 (Normal force method) Walls: Windward wall 0.8 inward Leeward wall 0.5 outward Roofsl: ' - Wind perpendicular to ridge Leeward roof or flat roof 0.7 outward Windward roof less than 2:12 (16.7%) 0.7 outward Slope 2:12 (16.7%) to less than 9:12 (75%) 0.9 outward or 0.3 inward Slope 9:12 (75%) to 12:12 (100%) 0.4 inward Slope > 12:12 (100%) 0.7 inward Wind parallel to ridge and flat roofs 0.7 outward Metho 2_(Pro)ected area method) On vertical projected area Structures 40 feet (12 192 mm) or less in height 1.3 horizontal any direction Structures over 40 feet (12 192 mm) in height 1.4 horizontal any direction On horizontal projected areal 0.7 upward 2. Elements and components not in areas of Wall elements 1 inward discontinuity2 All structures Enclosed and unenclosed structures 1.2 outward Partially enclosed structures 1.6 outward Parapets walls 1.3 inward or outward Roof elements3 Enclosed and unenclosed structures Slope < 7:12 (58.3%) 1.3 outward Slope 7:12 (58.3%) to 12:12 (100%) 1.3 outward or inward Partially enclosed structures Slope < 2:12 (16.7%) 1.7 outward Slope 2:12 (16.7%) to 7:12 (58.3%) ,• 1.6 outward or 0.8 inward Slope > 7)2 (58.3%) to 12:12 (100%) 1.7 outward or inward 3. Elements and components in areas of Wall comers6 1.5 outward or 1.2 inward discontinuities2.4 Roof eaves rakes or ridges without overhangs6 Slope < 2:12 (16.7%) 2.3 upward Slope 2:12 (16.7%) to 7:12 (58.3%) 2.6 outward Slope > 7:12 (58.3%) to 12:12 (100%) 1.6 outwhrd For slopes less than 2:12 (16.7%) Overhangs at roof eaves, rakes or ridges, and 0.5 added to values above canopies 4. Chimneys, tanks and solid towers Square or rectangular Hexagonal or octagonal 1.4 any direction 1.1 any direction Round or elliptical 0.8 any direction 5. Open -frame towers7•8 Square and rectangular 4.0 Diagonal 3.6 Normal Triangular 3.2 6. Tower accessories (such as ladders, conduit, Cylindrical members 1.0 lights and elevators) 2 inches (51 mm) or less in diameter 0.8 Over 2 inches (51 mm) in diameter Flat or angular members 1.3 7. Signs, flagpoles, lightpoles, minor structures$ - l.4 any direction Th •t' 1 'For one story or the top story of multistory partially enclosed structures, an additional value of 0.5 shall be added to the outward y. a most cr Hca shall be used for design. For definition of partially enclosed structures, see Section 1616. 2C9 values listed are for 10 -square -foot (0.93 m'-) tributary,areas. For tributary areas of 100 square feet (9.29 m'-), the value of 0.3 may be subtracted from Cy, except for areas at discontinuities with slopes less than 7 units vertical in 12 units horizontal (58.3% slope) where the value of 0.8 may be subtracted from C . Interpolation may be used for tributary areas between 10 and 100. square feet (0.93 m) and 9.29 m2). For tributary areas greater than 1,000 square feet (92.9 m�), use primary frame values. 3For slopes greater than 12 units vertical in 12 units horizontal (100% slope), use wall element values. 41-ocal pressures shall apply over a distance from the discontinuity of 10 feet (3048 mm) or 0.1; times the least width of the structure, whichever is smaller. 5Discontinuities at wall corners or roof ridges are defined as discontinuous breaks in the surface where the included interior angle measures 170 degrees or less. 6Load is to be applied on either side of discontinuity but.not simultaneously on both sides. ?Wind pressures shall be•applied to the total normal projected area of all elements on one face. The forces shall be assumed to act parallel to the wind d. $Factors for cylindrical elements are two thirds of those for flat cr angular elements. 4 O t we] m 590)7d-5 Lk�� SJ ........... . '7-01 T, "M 0 ± I I I T! 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X -Z IVY i I -.ki X -2--i ij 1 I L! i I I I 1 I it i I - L) x 3- k P92 �-17/% k-almko'. gl� -T .11 A I -A0[d6a'l I .. i Olt it I I I IT T-1 1-1 -1 T I 'I I J I I I II I.S 'I iTil -1 -T !7 11 I <>M A T- \i 6T / I I I A i 11-1- Ti I F , I I I I I I I I F, I J!l -13 T& ............. I I I I I I I 1 1 1 1 1' 1 1 1 1 1 1 -4 I Ake 1 H l i G iA, -1 FFI 1-1. If i_ f _i I_ r ! i l i I d r I I I i l —I ` 1 1 1 i_ 1 1 _1 I.- I I Ll I I I I I iIi_I I I I --TTT- I I L I I -Tv I I! I I H 1 H I. I -111,z- lie i 1i 1 vi. 1 I LT F T 1-1 I TTS 111 T - W F T I I -VV I� I I I i I� I. I�� !► i i i i! A - V�Aim, I 'FT I T-1 I "� dr—w-z I teat) Ai j - i i�� i I��� -� it 1: I L I 1 11 1 1 1 ---7-T-17-71- TI 14,646 -s, -( 131A L_( - - 2-7- 0-7 2 84 Cf U vx W*fto I c I = C cs na- 17/2-V43k ALT c_�en A-Y,4,M-C a'�� MICHAEL MOONEY 5 A MADRONE AVE. CIVIL ENGINEER ORmLLE, CA 95966 RCE 20647 (916) 533-2131 Butte County Development Services Department Building Division 7 County Center Drive Oroville, CA 95965 Spangler/Prater AP 069-058-026 Plancheck response. November 17, 1999 1) Engineer has reviewed the trusses. A letter stating same should have been in the submittal package. 2) Calculations for proposed drag trusses were received by the building department October 29, 1999. Apparently they were not in the package to Plan Check Engineer. 3) See Item 2. 4) Shown. 5) Provided, see sheet 6. Thank you for your consideration. Yours, Michael Mooney pQ ROFESS/ My license expires 9-30-01 C-D���\J,�pEL M� 020647 `P CIVI\- FOf CAS\` MICHAEL MOONEY 5 A MADRONE AVE. CIVIL ENGINEER OROVILLE, CA 95966 RCE 20647 (916) 533-2131 County of Butte 7 County Center Drive Oroville, CA.'95965 RE: Building Permit Spangler/Prater G o� October 28, 1999 I have reviewed the trusses for this project and they are adequate for my design. Thank you for your consideration. 6 L APN: 069-058-026 -- Plancheck Comments Spangler Residence The above referenced building plans were reviewed by this office. Please respond in writing to each comment bycreating a response letter. Indicate which detail, specification, or calculations shows the requested information. Your complete and clear response will expedite the re -check and approval of this project. Please be sure to include on the re -submittal the engineer's "wet" stamp, signature, registration number and expiration date on all sheets of the plans depicting the designed elements and cover sheets of the calculations. Provide additional information and/or make revisions on plans, specifications and calculations as follows: 1. Engineer to provide evidence of review for truss designs. A submittal in the form of a letter can be made to the Butte County Building Department stating that the truss design is in accordance with the structural calculation package. (e.g., with regard to geometry, loading conditions, etc.). Letter has been provided. However, the trusses in convent 2 and 3 are not designed as drag trusses. 2. Calculations`call for a.drag truss at wall line E to resist 1.61 kips if lateral force. However, truss calculations call for a "Vaulted GE" truss, please clarify. 3. Calculations show that wall lines B, C and D are to have drag trusses designed as _collectors. Truss calculations by Longfellow Lumber do not take these loads into consideration. 4. O.K. 5. 0. K. 6. Provide GFI outlets in Kitchen, Bathrooms and Garage. I APN: 069-058-026 -- Plancheck Comments Spangler Residence The above referenced building plans were reviewed by this office. Please respond in writing to each comment by creating a response letter. Indicate which detail, specification, or calculations shows the.requested information. Your complete and clear response will expedite the re -check and approval of this project. Please be sure to include on the re -submittal the engineer's "wet" stamp, signature, registration number and expiration date on all sheets of the plans depicting the designed elements -and cover sheets of the calculations. Provide additional information and/or make revisions on plans, specifications and calculations as follows: Engineer to provide evidence of review for truss designs. A submittal in the form of a letter can be made to the Butte County Building Department stating that the truss design is in accordance with the structural calculation package. (e.g., with regard to geometry, loading conditions, etc.). 2. Calculations call for a drag truss at wall line E to resist 1.61 kipsaf lateral force. However, truss calculations call for a "Vaulted GE" truss, please clarify. 3. Calculations show that wall lines B, C and D are to have drag trusses designed as collectors. Truss calculations by Longfellow Lumber do not take these loads into consideration. 4. Show E.N. on typical shear transfer detail S1 on sheet 6. 5. Provide typical shear transfer detail for gable end condition. fi.--�-Provide-GF-I outlets iff-Kitchen�athrooms-and-Garage: O -A 0 13 Date: To: .From: FACSIMILE COVER SHEET Charles Roberts Butte County Building Division Subject: Plan Review Number of pages (including this cover sheet): ?� Telephone Number of Receiving Telecopier: (530) 894-8805 If you do not receive all of the pages, please call (530) 538-7541 as soon as possible. Special Instructions: The following Building Permit applications are in route to the Chico office for your office to review. These drawings will be available for you to pick up on the next business day. Please evaluate the building plans and return them to the Chico office for transmittal. Sincerely, ' Butte County Building Division Plans Examiner's CONFIDENTIALITY NOTE: The information contained in this facsimile is confidential and may also contain privileged information. The information is intended only for the use of the individual of entity to whom it is addressed. If you are not the intended recipient, you are hereby notified that any use, dissemination, distribution, of copying of this communications is strictly prohibited. If you have received this facsimile, in error, please notify me immediately by telephone, and return the original to me. Thank you. MICHAEL MOONEY CIVIL ENGINEER RCE 20647 Butte County Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 Re: Spangler APN 069-058-026 Response to Plan check letter faxed to this office 12-2-99. Item # 2 - Drag Truss - No drag truss. Truss has plywood face, is clipped to beam below, beams are spliced together,_ as are double plates at peak of vault. Added details to sheet 6 for your review. I Thank you for your consideration. ' a Yours, Michael Mooney 5A Madrone Ave Oroville, CA 95966 530-533-2131 530-534-0902 Fax. <E q C -f - 1E" 8 C) S CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title...,....... CUSTOM HOME Date..08/1.2/99 14:09:17 Project Address........ HERCULES AVE. ---------------------•- OROV.II_LE *v5.00* Documentation Author... WILLIAM H. FOX ******* Buildina Permit. Fox Company .0K� 3995 Olive Hwy. ; Plan Check / Date O r o v i l 1 e, CA 95966 530-533--2730 Field Check/ Date Climate Zone..! ..... _ 11 ..------.----.--------•---. Compliance Method......, MICROPASS v5.00 for 1999 Standards by Enercomp, Inc. MICROPASS v5.00 File-PRA.1967E Wth-CTZ11S92 Proaram-FORM CF -1R _ Userkk-MP1809 User -Fox Company Run--PRA1.967E GENERAL INFORMATION --------------- Conditioned Floor Area..... 1967 sf Building Type ......... ..... Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 90 deg (E) Number of Dwelling Un.its... 1 Number of Stories........... 1. Floor Construction Type.... Raised Floor Glazing Percentage,,,..,... 12.4 % of floor area Average Glazing U -value. _ 0.39 Btu /hr-sf--F Average Glazing SHGC.... _ 0.66 BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type Type R -value R -value R -value U -value Location/Comments Wall Wood R-13 R-0 R-13 0,.088 Garage. Outside Roof Wood R-11 R-27 R-38 0.025 Attic Door n/a R-0 R-n/a R-0 0,330 Solid Wood Floor Wood P,-19 R --O R-19 0.037 FENESTRATION ------------ Over Area U- Interior Exterior hang/ Orientation (sf) Value SHGC Shading Shading Fins --------------------- ----- ------ ----------------------------------- ----- Window Front (E) 20.0 0.340 0.650 Standard Standard None Window Front (E•) 5.0 0.370 0,670 Standard Standard None Window Front'(E) 15.0 0.340 0.650 Standard Standard Yes Window Left (S) 20.0 0.340 0.650 Standard Standard , Yes Window Left (S) 3.0 0.340 0.650 Standard Standard Yes Window Left -(S) 20.0 0.340 0.650 Standard Stan+ Yes Window Left (S) 12.0 0.340 0.650 Standard " Yes Window Back (W) 20.0 0.340 0.650 Standar a Vd�rab Yes Door Back (W) 20.0 0.490 0.670 Standar - ands d� Yes Door Back (W) 20.0 0.490 0.670 S to c dot S ��dd - Yes Window Back (W) 20.0 0.340 0.650 Stag �St�'ndard Yes Door Right (N) 20.0 0.490 0.670 StanrP Standard Yes Door Right (N) 20.0 0.490 0.670 Standard Standard Yes Window Right (N) 12.0 0.340 0.650 Standard Standard None Window Left (SW) 8.0 0.340 0.650 Standard Standard Yes CERTIFICATEOFCOMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title........... CUSTOM HOME Date..08/12/99 14:09:17 - -- ---------------------------------------------------------- MICROPAS5 v5.00 File-PRA1967E Wth-CTZ11S92 Program -FORM CF -1R User#-MP1809 User -Fox Company Run-PRA1967E ------------------------------------------------------------------------------- FENESTRATION ------------ Over- Area U- Interior Exterior hana/ .Orientation. (sf) Value. SHGC Shading Shading Fins -------------------- --------�---- ------ --------------- -------------- -•----- Window Back (NW)' 8.0 0.340 0.650 Standard Standard Yes HVAC SYSTEMS ------------ Minimum Duct Duct Tested Duct ACCA Thermostat Eauipment Type Efficiency Location R -value Leakage Manual D Type .-------------------------------------------------------------------------... Furnace 0.800 AFUE Attic R-4.2 No No Setback ACSplit 10.00 SEER Attic R-4.2 No No Setback. WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value ------------ ----------- ------------------- -------------- ---------------- Storaae Gas Standard 1 0.60 50 R- n/a REMARKS CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF-1R ----------- Pro.-iect Title.......... CUSTOM HOME Date..08/12!99 14:09:17 - -------------------------- MICROPAS5 v5.00 File-PRA1967E Wth-CTZ11S92 Program -FORM CF -1R User#-MP1809 User -Fox Company Run-PRA1967E ---------------------- -------------------------------------------------- COMPLIANCE STATEMENT -------------------- This certificate of compliance lists the'buildina features and performance specifications needed to comply with Title -24. Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations. any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER DOCUMENTATION AUTHOR Name.... RON PRATER Name.... WILLIAM H. FOX Company. PRATER CONSTRUCTION Company. Fox Company Address. P.O. BOX 336 , Address. 3995 Olive Hwy. PALERMO CA. 95968 Oroville. CA 95966 Prone... 530-534-9230 Phone... 530-533-2730 License. B-442145 Signed.. — Signed.. (date) ( d. te') ENFORCEMENT AGENCY Name.... Title ... Agency.. '_. Signed _ ... (date), MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF --_1,R Project Title.......... CUSTOM HOME Date..08/12/99 14:09:17 Project. Address........ HERCULES' AVE. :� ���*y * ----------•-------__...____..... O RO V I I_ L E *V5. 00.,* Documentation Author... WILLIAM H. FOX Bu:il(lina Permit. 4 Fox C:omr)any '3995 Olive Hwv. Plan Check / Date Orovi:.11e, CA 95966 530-533•-2730 ; Fi.e3.d Check:/ 0a l:e C1. mate .zone . ..... ..... l:l -___._...__.._._--._._._._.__.__.._ ...................._.. C:omr)l.i. ncr• MetI—,od....... MICR.OPASS v5.00 for 1.999 Standards bV E•=nnrcorru). MICROPASS• v5.00 F.ile--P RA 1.967E Wth—CTZ.1..1S92 Program--' ORM MF-J.R User#-1iP.1.809 User -Fos: Comn F Lrn-,.-1RAI9f�'E_ Note: Lowrise residential buildings subject to -the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the Permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measurers whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES ---=---------------------- Design- er *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturer's labeled R -Value. *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -value in metal frame walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors. 150(1): Slab edge insulation - water absorption rate no greater than 0.35%, water vapor transmission rate no greater than 2.0 Perm /inch. 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field -fabricated) have label with certified U -value, certified solar heat a_ain coefficient, and infiltration certification. 3. Exterior doors and windows weatherstripped: all joints and penetrations caulked and sealed. 150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. 150(e): Installation of -Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have:' a. Closeable metal or glass door b. Outside air intake with•damper and control c: Flue damper and control 2. No continuous burning gas pilots allowed. Enforce- ment MANDATORY MEASURES CHECKLIST: RESIDENTIAL Paae 2 MF -1R Project Title,.......... CUSTOM HOME Date..08/12,/99 14:09:17 MICROPAS5 v5.00 File-PRA1967E Wth-CT7_11S92 Program -FORM MF -1R User#-MP1809 User -Fox Company Run-PRA1967E SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES ----------------------------------•---------------------------- Design- Enforce- er ment 110-113: HVAC equipment, water heaters. showerheads and faucets certified by the Commission. 150(h): Heating and/or cooling loads calculated in accordance ~� _ with ASHRAE. SMACNA or ACCA. 150(1): Setback, thermostat on all applicable heating and/or cooling systems. 150(1): Pipe and Tank insulation ---- 1. Storage gas water heaters rated with an Energy Factor of less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of, pipes closest to water heater tank. non - recirculating systems, insulated (R-4 or greater). 3. Sack -up tanks for solar systems, unfired storage tanks. or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirc.ulating sections of hot water system.. 5. Cooling system. piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. All ducts and plenums constructed, installed, in- sulated, fastened, and sealed to comply with the ICBO 1997 UMC sections 601 and 603: ducts insulated to a minimum installed R-4.2 or ducts enclosed entirely within conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant or other duct closure system that meets the applicable requirements of UL181. UL181A, or UL1818 and other applicable specified tests for longevity given in Sec. 150(m). 2. Exhaust.fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking,appliances have no..continuously burning pilot light (Exception: Non-electricalcooking appliances with pilot < 150 Stu/hr).' � MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -1R Project Title.......... CUSTOM HOME Date..08/12/99 14:09:17 ------------------------------------------------------------------------------- MICROPASS v5.00 File-PRA1967E Wth-CTZ11S92. Program -FORM rIF-1R User#-MP1809 User, -Fox Company Run-PRA1967E -----------.------------------_..------------------------------------------------- LIGHTING MEASURES ----------------- 150(k)l: Luminaires for general liahting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lightina in kitchens. This general lightina shall be controlled by a switch on a readily accessible lia htinq control panel at an entrance to the kitchen. 150(k)2: Roams with a shower or bathtub must either have at least one luminaire with ].amps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec.. 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. Design- Enforces.. er ment 0 z Design- Enforces.. er ment 0 COMPUTER METHOD SUMMARY ------------------------------------------------------------------------------- Page .1 C -2R Pro,ject Title.........,. CUSTOM HOME Date..08/12/99 14:09:17 Project Address........ HERCULES AVE.****** ----------------------- OROVILLE *v5.00* Documentation Author... WILLIAM H. FOX ******* Building Permit # Fox Company 3995 Olive 'Hwy. _ Plan Check / Date Oroville, CA 95966 530•-533-2730 Field Check/ Date Climate Zone... 11 Compliance Method...... MICROPASS v5.00 for 1999 Standards by Enercomp, Inc. MICROPAS5 v5.00 File-•PRA1967E Wth-CTZ11S92 Program -FORM C -2R User#-MP1809 User -Fox Company Run-PRA1967E = MICROPASS'ENERGY USE SUMMARY ----------------------------- = = Energy.Use Standard Proposed Compliance _ (kBtu/sf-yr) Design Design Margin = - Space Heating.......... 15.39 13.44 1.95 - Space Cooling.......... 15.71 11.11 4.60 Water Heating.......... 13.17 11.51 1.66 - Total 44.27 36.06 8.21 = Building complies with Computer Performance ** _ GENERAL INFORMATION Conditioned Floor Area..... 1967 .sf Building Type ........ ..:... Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 90 deg (E) Number of Dwelling Units... 1 Number of Building Stories. 1 Weather Data Type.......... ReducedYear 'Floor Construction Type.... Number of Building Zones... Conditioned Volume.......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -value.... Average Glazing SHGC....... Average Ceiling Height..... Raised 1 16614 0 st Floor cf 12.4 % of floor area 0.39 Btu/hr-sf-F 0.66 8.4 ft COMPUTER METHOD SUMMARY Page 2 C -21R Project T:it:le�........ CUSTOM HOME----------Date..08/.12/99-14:09:17 S MICROPAS5 v5.00 File-PRA1.967E Wth-CTZ11S92 Program -FORM C -2R User#-MP.1809 User --Fox Company Run-•PRA1967C ----------------------------------------------------------------------------------- BUILDING ZONE INFORMATION Orientation ---------------------- - Moor, HOUSE # of I. Window Vent. Vent Air 2 Window Ares•. Volume Dwell Cond- Front Thermostat Height Area Leaka•.;.,e Zone Type (sf) (cf) Units i tinned Window Type: (n) t 5 f) ;regi. i-. HOUSE Window Left (S) 7 Window Left (S) 8 Window ie idenca 1967 l o61.4 100 Yes 1.._ � Setback . 0 Standard tanc..la(~\,.i I •I o Back (W) 11 Window OPAQUE ---------------- SURFACES 12 Door Right (N) Area •U- Insul Act Solar Form 3 Location/ Surface (sf) value R-val Azm Tilt Gains Reference Comments L.ILJLJSE --------------- .... 1. Wall .142 0.088 13 90 90 No W.13.2X4.16 Gar ace 2 Wall 67 0:088 13 90 90 Yes W. 13.2X4. i6 Outside 3 Wall .89 0.088 13 90 90 Yes W.13.2X4.16 Outside 4 Wall. '42.1 0.088 1.3 1.80 90 Yea W.13.2X4.16 Outside 5 Wall. .100 0.068 13 270 90 Yes W.15. X_._) ..16 Outside 6 Wall 44 0.088 13 .270 90 Yes W.13.2X4.16 Outside 7 Wall. 28 0.088 13 270 90 Yes W.13.2X4. 1.6 OutW ids 8 Wall 36 0.033 13 0 90 Yes W.13.2X4.16 Ou tsi ce 9 Wall. 108 0.088 .1.3 0 90 Yes W .. 13 .. 2X4.16 Outside 10 Wall 252 0.083 13 0 90 No W.13.2X4.16 Ga rage 11. Wall. 1.6 0.088 13 135 90 Yes W.13.2X4.16 Outside 1.2 Wall 20 0.088 13 210 90 Yes W.13.2X4.16 Outside 1.3.• Wall 20 0..088 .13 300 90 Yes W.13.2X4.16 Outside 14 Wall 100 0.088 13 315 90 Yes &13.2X4.16 Out .idc-,i 15 Wall. 24 0 . OBB 13 225 90 Yes W.13.2X4.16 0u l..sida 16 Roof :1967 0..025 38 n/:a 0 Yes R..38.2X4.24 Attic 1.7 Door 32 0.230 0 135 90 Yes None Solid Wood L8 Door 18 0..330 0 90 90 No None Solid Wood + 19 Floor. 1967 0.037 19 n /a 0 No FC . 19 . 2XS ..1.6 Orientation ---------------------- - HOUSE I. Window Front (E) 2 Window Front (E) 3 Window Front (E) 4 Window Left (S) 5 Window Left (S) 6 Window Left (S) 7 Window Left (S) 8 Window Hack ^(W) 9 Door Back (W) 10 Door Back (W) 11 Window Back (,W) 12 Door Right (N) 1.3 Door Right (N) FENESTRATION SURFACES --------------------- Area U- Act Exterior Shade. Interior 'Shade ( _sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC 20..0 0.340 0.650 90 90 Standard/0.76 5.0 0,.370 0,670 90 90 Standard/0.76 15.0 0.340 0.650 90 90 Standard/0.76 20.0 0.340 0.650 180 90 Standard/0.76 3.0 0.340 0.650 180 90 Standard/0.76 20.0 0.340 0.650 180 90 Standard/0.76 12.0 0.340 0.650 180 90 Standard/0.76 20.0 0.340 0.650 270 90 Standard/0..76 20.0 0.490 0.670 270 90 Standard/0.76 20.0 0.490 0.670 270 90 Standard/0.76 20.0 0.340 0.650 270 90 Standard/0.76 20.0 0.490 0.670 0 90 Standard/0.76 20.0 0.490 0.670 0 90 Standard/0,76 Standard/0.68 Standard/0.68 Standard/0..68 Standard/0•.68 Standard/0-68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0..68 COMPUTER METHOD SUMMARY Page 3 C-219 Project Title........... CUSTOM HOME Date..08/1.2/99 14:09:17 MICROPASS v5.00 File-PRAI967E Wth-CTZ11S92- Program -FORM C -2R User.#-MP1809 User -Fox Company Run-PRA1967E ------------------------------------------------------------------------------- Orientation -------------------- 14 Window Ri gh (N.) 15 Window Left (SW)n 16 Window Back (NW) FENESTRATION SURFACES --------------------- Area U- Act Exterior Shade Interior Shado Of) Value SHGC Azm Tilt Type/SHGC Type/SHGC 12.0 0.040 0.650 0 90 Standard/0.76 Standard/0.68 8.0 0.340 0.650 225 90 Standard/0.76 Standard/0.68 8.0 0.340 0.650 31.5 90 Standard/0.76 Standard/0.68 OVERHANGS AND SIDE FINS System Type ---------------- HOUSE Furnace ACSplit MVAC SYSTEMS Minimum Duct Duct Tested Duct ACCA Duct Efficiency Location R -value Leakage Manual D Eff 0.800 AFUE Attic 10.00' SEER Attic R-4.2 No No 0.737 R--4.2 No No 0.64::5 WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value ------------ ----------- ------------------- -------------- ------ ----------- 1 Storage Gas Standard 1 0.60 50 R- n/a REMARKS ---Window--- ------ Overhang ----- ---Left Fin--- ----Right F:in•-_._ Area Left Rght Surface Qf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth fight Ext Dpth Hght HOUSE 3 Window 1.5.0 5.0 co 5.0 0 n/a n/a n/a n/a n/a n/a n/a n! 4 Window 20.0 3.0 4.0 2.0 0 n/a n/a n/a n/a n/a n/a n/a n/ 5 Window 3.0 3:0 1.0 2.0 0 n/a n/a n/a n/a n/a n/a n/a n/< 6 Window 20.0 5.0 4.0 2.0 0 n/a n/a n/a n/a ` n/a n/a n/a n/a 7 Window 12.0 3.0 4.0. 2.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 8 Window 20,.0 5.0 4.0 2.0 0' n/a n/a n/a n/a n/a n/a n/a n/a 9 Door 20.0 3.0 6.67 1.8.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 10 Door 20.0 3.0 6.67 18.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 11. Window 20.0 4.0 4,.0 15.5 0 n/a n/a n/a n/a n/a n/a n/.: n/a 12 Door .20.0 3,.0 6.67 32.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 13 Door 20,.0 3.0 6.67 32.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 15 Window 3.0 2.0 4.0 22.0 0 n/a n/a n/a n/a n/a n/a n/a n/v, 1.6 Window 3.0 2.0 4.0 6.0 0 n/a n/a n/a n/a n/a n/a n/a n/< System Type ---------------- HOUSE Furnace ACSplit MVAC SYSTEMS Minimum Duct Duct Tested Duct ACCA Duct Efficiency Location R -value Leakage Manual D Eff 0.800 AFUE Attic 10.00' SEER Attic R-4.2 No No 0.737 R--4.2 No No 0.64::5 WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value ------------ ----------- ------------------- -------------- ------ ----------- 1 Storage Gas Standard 1 0.60 50 R- n/a REMARKS COMPUTER METHOD SUMMARY Page 4 C -2R Project Title..........; CUSTOM HOME Date..08/12/99 14;09;17 MZCROPAS5 v5.00 File-PRA1967E Wth--CTZ11S92 ^Program -FORM C -2R Y User#-MP1809 User -Fox Company Run-PRA1967E REMARKS F Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. W HVAC SIZING Page 1 HVAC Pro,ject Title......,... CUSTOM HOME -------------- Date..08/12/99 14:09:17 Project Address ......... HERCULES AVE. ****** --------------------__. OROVILLE *v5.00* Documentation Author... WILLIAM H. FOX ******* ; Buildina Permit # ' Fox Company 3995 Olive'Hwy. ; Plan Check / Date Oroville, CA 95966 530-533-2730 Field Check/ Date Climate Zone.... , ...... 11 Compliance Method_,...... MICROPAS5 v5.00 for 1999 Standards by Enercomp, Inc. MICR.OPASS v5.00 File-PRA1967E Wth-CTZ11S92 Program -HVAC SIZING-- -- - User#-MP1809 User -Fox Company Run-PRA.1967E GENERAL INFORMATION ------------------- Floor Area ................. 1967 sf Volume ..................... 16614 cf Front Orientation.......... Front Facina 90 des (E) - Sizing Location..........., OROVILLE RS Latitude ................... 39.5 clegr3es Winter Outside Desi.gn...... 30 F Winter Inside Design ....... 70 F Summer Outside Desi.an...... 104 F Summer Inside Design,....,, 78 F Summer Range ............... 37 F Interior Shading Used..,... Yes Exterior -Shading Used...... No Overhang Shading Used....,. Yes Latent Load Fraction.,.,.... 0.30 HEATING AND COOLING ----------------------------------- LOAD SUMMARY Heating Cool,ina Description (Btuh) (Btuh) Opaque Conduction and Solar ...... 10699 5433 Glazing Conduction ............... 3791 2464 Glazing Solar.........,........... n/a 447.3 Infiltration...... ................ 9450 3380 Internal Gai.n......... —. _ ..... n/a 2550 .Ducts................. ............. 2394 1880 Sensible Load .................... 26334 20680 Latent Load ...................... n/a 6204 Minimum Total Load ----------- ----------- 26334 - 26884 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. W utte Count L j A BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE. CALIFORNIA 95965.3397 TELEPHONE: 1916) 538-7541 FAX: 1916) 538-2140 FAX NUMBER (916) 538-2140 To: 2>3f Number of pages: Attention: Date: Phone Number: FaiNumber. Regarding: a -X55 Sincerely, 'Linda Sexton �rrr� et e, , r ;r AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 9� -2\ �J� 1 999-0039309 Recorded Official Records CoBUTTEf CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 01:33PM 14 -Sep -1999 REC FEE 7.00 CONFORM .00 PENALTY 3.00 Maureen Page 1 of 1 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: ��.�`i;�►z•L; ���iq� �,=c��S 've�areled 1"h ..t.1r.-�. o•f���e o -F +I�e �cco�lo�g�. ©-F •-�-�t c����-y o"F��f,�e C0.1 t1 o c- o te✓ Z8 o Z , ) 3, i 4 --.L i S, Eu c• -pj c\, el 4 a v -e. -vv , P'V P Z, -+y o -F Cc, V10�- 'r�'L i 1 g 1 , i %I, boc�- 8E-0 -F AAok P.5 1 a# PCL d.T I aAJ .v1 i vteva l i I'vr.Fw,LT-s• m�'kA V fqV-s k,' a -4-e~ % LxceP�;�+eJ f�, 7o� Sao Feer `1- he,.� e F o�vk0 eNc.s�e.ij ©-F ewv+%- u� -+t , v. qs VZS-evv-j � h 5r --C'0 c. C_ /o T Sv.1-, pvvgevl-Y -Fv ey.*vJkc'_- aVIy sv6 q"" �etc� Y<-cov�a�d1 ��s� Date q -/q-77 y z -k .19 0-01 , o k PROPERTY OWNERS: 3 13 1 O -gr c 1 fie c 60Y-Jotl soo��ne��e-v -),- & - -fl CommWon 01178386 ift CPS1 Notary Public State of California ) Butte County, Colomlo County of Ru e-e� ) n PAy Comm m/Won E*. APR. 3, 2002 On �-�ci=-�� before me, Z) -Be -0--q / personally appeared 06P2crD/V w eQnn P personally (mown to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that be/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 CHAM Signature Seal; MOM C�fi89861►JttCP89 Bulte0olo�.Co�ol� : l A.P. # 0657 -5 86 — 0 U - 6 6Q 1* Cowt ftEV. APR. % 2QDP <� , i h LAND DEVELOPMENT OROVILLE / CHICO 99-2086 NEW SF BUILDING / ENVIRONMENTAL HEALTH - PERMIT CLEARANCE Building Permit No. NAME RS GORDON SPANGLER NUMBER 069-58-0-026 PRINT LAST NAME FIRST ADDRESS / LOCATION: 98 HERCULES COUNTY ZONING DESIGNATION: FLOOD MAP: FLOOD ZONE: APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS OR MAP DEED INFORMATION: DATE OF CREATION: DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO COMMENTS/CONDITIONS: MAP INFORMATION: DATE OF RECORDING: I d /� LOT BOOK COS PAGE 11 -15 - COMPLIANCE 1—/.SCOMPLIANCE WITH OLD SU IVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES I/NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BUILDING DIWSION UNLESS OTHERWISE NOTED. X1. Maintain a 50 ft. building setback from centerline of road. —2. Maintain a ft. building setback from fight—of—way/centerline' —3. Comply with Zoning code for building setback from road. —4. Maintain a 100 ft. leachfield setback from all existing wells. —5. Maintain a ft. leachfield setback from —6. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. —7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. 8. Connect to a public water supply. —9. Connect to a public sewer system. _ 10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with-joe National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. A. —11. Pay T.D.D. (fhermalito Drainage District) fee in the amount of $ 12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) —13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. —14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the Planning Division. —15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. —16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 17. Pay school impact mitigation fees. X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. 19. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. —20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. 21. 22. 23. 24. 25. 26. A101N3Wd013A30 0NVI 31.1118 j0 UN665 6661 S I d3S (MA1303H LD 6/98 FORMS\BLDG PERMIT CLEARANCE BUILDING -PERMIT SITE PLAN CHECKLIST APN: Building Permit No.: 9`� - '� Co Proposed Use: SFD MH ❑ Multi -family ❑ Res. Acc. ❑ Ag. Bldg. ❑ Comm: ❑ Ind. ❑ Other: Zone District: i� _ i General Plan: The Proposed Use Is: Permitted: Not Permitted: Requires a Use Permit: Requires a Minor Use Permit: Requires an Administrative Permit: Accessory Bldg. Use: Parcel Created By Map? No: Yes:- 2LBook/Page 8S I Map Conditions? No: Yes: , See reverse side Use Permit: Variance: Dev. Agreement: 1. Applicable Setback Zoning Code Streets & Hwy. Fire Prevention Subdivision Map Front Side l © 3 Side, street Rear ) Height .Parcel in Land Conservation Agreement? No: iX Yes: , Check Use Parcel in North Chico Specific Plan? No: ->< Yes: , Check NCSP Zoning Parcel in Floodplain? No:r:� Yes: , Zone: ` X Panel No.: Q 1-;,0)0 1 i - D8 2S Parcel in Enterprise Zone? No: ---C Yes: , Check Use CommerciaVIndustriaUMulti-family Uses Parking Requirements: OK as shown Landscaping Requirements: OK as shown Other: _ Other Comments: !�51 r2�, IaI.17 S E7E?, j4 C-1 e - u., D M qz, `P2Q�cTSQ NE ASK ED �E T O A 10 P S ,ET Reviewed By: Date: - 2d - c 1 CHECK SPECIAL CONDITIONS WHICH APPLY TO PARCEL: ALL FEES TO BE PAID TO THE BUILDING DIVISION UNLESS OTHERWISE NOTED. _1. Submit a plan of the existing on-site mature trees, located in the proposed for building and driveway area prior to grading or vegetation removal. Minimize the removal of mature trees, 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 by planting replacement trees of equal number and not less than _ gallon size. _2. Prior to the commencement of grading and/or construction activity, all individual or groups of oak trees which are to be retained as part of the project, shall be fully protected through the use of root protection zones (RPZ). During construction, RPZs shall be established using protective fencing enclosing an area with a radius 1.5 times the distance from the trunk. to the dripline. Within this protective buffer, no grading, trenching, fill, or vegetation alteration of any kind shall be allowed. The RPZs shall be maintained after the completion of construction in order to continue to protect'the oak trees, but the fencing shall be removed _3. Fencing for areas other than residential areas shall be limited to a maximum of 5 wire strands. The lower strand shall be at least 16" above the ground and the upper strand shall be no higher than 48" above the ground. _4. Pay the required CSA 87 Traffic and Drainage Mitigation fee of $2,500. _5. Prior to any clearing, grading and/or construction in a Federal or State identified 100 year floodplain and/or streambed the following entitilements must be obtained: a California Fish and Game 1604 Streambed Alteration permit and an Army Corps 404 permit or exemption certificate. _6. Pay the current West Chico Fire Station Fee of $75. —7. Pay water tender fees in the amount of $200 to Battalion Number of the Butte County Fire Department. —8. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. —9. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. —10. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $750 as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the Planning Division. 11. Provide information showing that proposed construction will mitigate exterior sound levels to a 45 dB interior level. 12. 13. 14. K:\DOCUMENI'\PLANNING\FOR.MS\B LDGCH4. FR,M 3 Mar -01-01 04:02A P.Ol PLAN REVISION Please complete the following information in order to process your submittal. If this form is not complete, coj and legible, it may cause a delay in processing. Owner's Name: OCA LAQa, Received By: Date: A. P. #: Permit #: `� — 2 D Ca Time: Contact Phone Number: Purpose of submittal: 1 0 ❑ Permit Application Data Item ❑ Engineering 0Vewr- (0L M COLA C ( 5 CI Plan Revision w r-arFfj J � � �i , r0_U ( au.A' ❑ Requested by Building Inspector or Correction Notice - Inspector's Name: &Requested By Plan's Examiner -Examiner's Name: 0-1���� ❑ Other: If you are revising a plan which has already been issued, submit two(2) drawings reflecting the revisions for pi review. If engineering is involved in this revision, the engineer must put his requirements on these drawings a. stamp and sign the drawings. Include two (2) sets of wet signed engineering. Revised drawings must clearly she When Approved, Process as Follows: ❑ Mail to Owner at this address: ❑ Mail to Contractor at this address: ❑ Call and hold for pickup at the ❑ Chico Office ❑ Oroville Office D Deliver with next inspection. Revised Plan Check Fee: ❑ S46.00 Receipt #: ❑ Additional Fees Not Requir :additional fees may be due based upon complexity and time involved to process this submit( Additional Fees: Receipt +�: APN: 069-058-026 -- Plancheck Comments Spangler Residence The above referenced building plans were reviewed by this office. Please respond in writing to each comment by creating a response letter. Indicate which detail, specification, or calculations shows the requested information. Your complete and clear response will expedite the re -check and approval of this project. Please be sure to include on the re -submittal the engineer's "wet" stamp, signature, registration number and expiration date on all sheets of the plans depicting the designed elements and cover sheets of the calculations. Provide additional information and/or make revisions on plans, specifications and calculations as follows: 1. O.K.' 2. O.K. 3. O.K. ' 4. O.K. . 5. O.K.' 6. O.K. t APN: 069-058-026 -- Plancheck Comments Spangler Residence The above referenced building plans were reviewed by this office. Please respond in writing to each comment by creating a response letter. Indicate which detail, specification, or calculations shows the requested information. Your complete and clear response will expedite the re -check and approval of this project. Please be sure to include on the re -submittal the engineer's "wet" stamp, signature, registration number and expiration date on all sheets of the plans depicting the designed elements and cover sheets of the calculations. Provide additional information and/or make revisions on plans, specifications and calculations as follows: XEngineer to provide evidence of review for truss designs. A submittal in the form of a letter can be made to the Butte County Building Department stating that the truss design is in accordance with the structural calculation package. (e.g., with regard to geometry, loading conditions, etc.). 2. Calculations call for a drag truss at wall line E to resist 1.61 kipsdf lateral force. However, truss calculations call for a "Vaulted GE" truss, please clarify. 3. Calculations show that wall lines B, C and D are to have drag trusses designed as collectors. Truss calculations by Longfellow Lumber do not take these loads into consideration. 4. Show E.N. on typical shear transfer detail S 1 on sheet 6. 5. Provide typical shear transfer detail for gable end condition. en, FOO MICHAEL MOONEY 5 A MADR ONE A vE. CIVIL ENGINEER ORmLLE, CA 95966 RCE 20647 (916) 533-2131 County of Butte October 28, 1999 7 County Center Drive Oroville, CA 95965 RE:"Building Permit Spangler/Prater I have reviewed the trusses for this project and they are adequate for my design. Thank you for your consideration. Yours, Michael Mooney My license expires 9-30-01 U /,AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 COPY of Document Recorded 14 -Sep -1999 1999-0039309 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying,.pnuiing and harvesting which occasionally generale dust, smokers, noise, and odor. Butte County has established aglicailtural 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 m the County of Butte, State of California, described as follows: j �_'} L/ �l j iiS S•i�^� r, �;1 'f'�,moi-r-�-�ii �1 �^'1�t �'1 �-� t�`c iacr►:.d:1,= it G Lo r d ed C&A .q h d Biob00 850 f Am ps tt-$ pCL� el.s J I .Isureuli „nk*v►era[ 1�vrdws�--S 0�tiA 9r0�.�,r�y of �a4-evwv I�-►,A E,ce-zp ;�,� �►.� -1'0� Sao Fier "1' h@.c a F ��►�0 Ttievy- o v►o ►. �O� - O e t �)r 0 ti -} �„ $ U W. r4 e 1 V Z s -e.vv�-tom 1 ►'� �, { C. c� i- S tr-C��-e �� ev i -y -�'U Lx tvc�.e�- e.,�, strb.5• T�evt,-�v�M qS col r --Go, 4d( �u\y ZC Date q - PROPERTY OWNERS: 3 ' ,z w l l2Rid e cc Comaryftft m) n 01178385 ,444 CPSt State of California ) Cotaity. Eakrortia County of �� ) Pyr CommWm Exp. ARP. 3, 20 2 On —� 41- before me, /v L[ personally appeared 0,00 Yoiy J� g,-7 A-gd— aersonally known to me (or proved to me on the basis of safisfactorky evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that be/she/they executed the same in his/herttbeir 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. Wn'NESS my hand and official seal Signaturer A BW Seal: 0011>saMt>1898t3 ttg9iCAs9 A.P. #067 -580 — 0 Z6 - 6 by DfgOor�. iQeP 0.." , . .... �._ � - . r- i.T Y"R-r.-. ••+a.' ..tom ._ ..�--`y..�^y,v .`..... ?... .•.i •r• . ,. ' ' �� ...+�'.... � .. ......= YJ.._. •t4'1JJ.• . -...k+.---::a J. ...�+ :a- i$'�. `Sx� �'^'::� ..wr�,:�.'rfY.. i )i l�kD'� � %s=�`�;a47T"'� +} +Jt'+,'S.1''•r t,t°�.:.F�!"'�si!f�'1,�;w+'l�,^, "i �.���y+�+6".,, "'f'� �';�; �;¢.a.• _. _ .. . i a;:4 .Y�' ..*" f M. fFx '.+-•il^.. ^6�r�' '-'.: ���M.Ta; :�a.w` 5�.. � ?t': BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District tll's' V rO u; / CQ L [.LdYt Building Department No. ' A.P. Number Jurisdiction: City County CCC Property Owner /� i/I G Ae%,-,, Property Location/Address Subdivision Lot No. 94/ mResidential Development ................................................................................................................... Sq. Footage No o Living Mobile Home Addition! *Supplemental to (Group R) Units Installation Conversion Permit # .................................................................................................................... '(No foundation inspection); Commercial/Industrial O a Sq. Footage New, _ , -., Addilionz•__- ; ,I ., _ ; t r.` J' f'• .i - . _ (Including -Exterior Roofed Areas) Building Department Representative Date 11-100r Plans reviewea cy Scnool uistnct Personnel) District Identification No. Tk C�S� u �0�►�t a� School District certifies that y �� (Applicant) (Street Address) (City) " – has complied with the requirements of Resolution No representing a;206 --l—square feet. J School District Representative Paid by Check # Remarks: (St (Phone Number) r (Zip by payment of AB 2926, $ FULL MITIGATION $ Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the Distiict, in compliance with Government Code Section 66020(x), 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.xis (10/98)dmm RESID&-MAL PLAN CHECKING GUIDE j SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY., OWNER: _ ��Cc� Qit% BUILDINGP ER:_Yq ozo �- PLAN CHECKER: A.P.NUMBER: GENERAL: Zoning requirements: (side yards and number of permitted living units). Valuation. , Plans signed by designer. ; Proper description of work on application. Existing violations on property. 6. Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.). Recorded notice of violation. Special conditions on creation map (Noise, SA.A., Fire Spfidklers, Water Tender; Trees, etc.). F.A.U. & F.A.S. road setback. Building or utilities across lot lines (Record form). Complete to scale plan with dimensions. Required windows for light and ventilation (Section 1203). Required windows for second exit (Section 310.4). Skylights (Section 2409 & 2603.7). - Glazing in Hazardous Locations (Section 2406). Required room sizes, ceiling heights (Section 310.6). G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.E.C. 210). Lights, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. ocation of water heaters, heating and cooling equipment, other electrical or gas equipment. Garage firewall, door size and closer (Section 302.4). Minimum of one 37 exterior door (Section 1004.6). Fireplace and wood stove location, alcoves and clearance. Smoke detectors (Section 310.9.1). Plumbing fixtures, water closet clearances and shower size. UCTURAL DETAILS: Conventional Construction - Unusually Shaped Buildings (Section 2326.5.4). Standard bracing or engineered design (Section 2326.11.3). Clerestory requiring balloon framing and/or engineering. Three story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. Rafter ties or bearing ridge beam. Fireplace construction details and calc. if necessary. Garage door and/or porch header sizes. Stud heights. Adobe soils - special foundation design. Retaining walls requiring design. Special Inspection requirements. Header size. June 1997 3.2 Complete parcel size and dimensions. = Setbacks, side yards, easements, etc. Other buildings or structures. - -_ ... : •,y;' ._ - . ' Grading, fills and/or drainage. — �:�• . Flood hazard. Special conditions on creation map (Noise, SA.A., Fire Spfidklers, Water Tender; Trees, etc.). F.A.U. & F.A.S. road setback. Building or utilities across lot lines (Record form). Complete to scale plan with dimensions. Required windows for light and ventilation (Section 1203). Required windows for second exit (Section 310.4). Skylights (Section 2409 & 2603.7). - Glazing in Hazardous Locations (Section 2406). Required room sizes, ceiling heights (Section 310.6). G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.E.C. 210). Lights, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. ocation of water heaters, heating and cooling equipment, other electrical or gas equipment. Garage firewall, door size and closer (Section 302.4). Minimum of one 37 exterior door (Section 1004.6). Fireplace and wood stove location, alcoves and clearance. Smoke detectors (Section 310.9.1). Plumbing fixtures, water closet clearances and shower size. UCTURAL DETAILS: Conventional Construction - Unusually Shaped Buildings (Section 2326.5.4). Standard bracing or engineered design (Section 2326.11.3). Clerestory requiring balloon framing and/or engineering. Three story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. Rafter ties or bearing ridge beam. Fireplace construction details and calc. if necessary. Garage door and/or porch header sizes. Stud heights. Adobe soils - special foundation design. Retaining walls requiring design. Special Inspection requirements. Header size. June 1997 3.2 MISCELLANEOUS ITEMS TO LOQ 'jUT FOR: 1; ---1' , Stairway details: landings, rib.. and run, head clearance, handrails (Section 1000,. -d2-- Guardrail details (Section 509). _ - - : - - _. .. .. __ - . . . ,-41 Brick or stone veneer (Section 1403).:. Exterior plaster - weep screeds (Section 2506). Proper roof pitch for roof covering, (Section 1501). s Roof covering type - (fire hazard). --T- Foam insulation - protection. ..., .. . 36" halls acid stairways " ev_� Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts. 44a"- Two exits on three - story dwellings (Section 1003). Underfloor access and ventilation (Section 2317.7). A4- Attic access and ventilation (Section 1505). -Y3' Combustion air for fuel burning appliances - L.P.G. requirements. -4W- Noise requirements on duplexes. Energy design .1.Flashing at all exterior openings. -41f" C.D.F. responsible area requirements. _1$- Automatic Fire Sprinkler Systems (Section 310.10) ; 19. For Inspection Jacket: Flood Hazard/Elevation Certificate SRA Requirements - - Special Inspection Requirements Automatic Fire Sprinklers 0 June 1997 3.2 =� Mai; --01-01 O4:02A P.Ol PLAN REVISION Please complete the following information in order to process your submittal. If this form is not complete, co and legible, it may cause a delay in processing. Owner's Name: e r Received By:Date: ` cp — q A.P. #: Permit O�it� "time: Contact Phone Number: Purpose of submittal: ❑ Permit Application Data Item Cl Engineering ❑ Plan Revision C7 Requested by Building Inspector or Correction Notice - Inspector's Name: By Plan's Examiner - Examiner's Name: Other: If you are revising a plan which has already been issued, submit two(2) drawings reflecting the revisions for pi review. If engineering is involved in this revision, the engineer must put his requirements on these drawings a stamp and sign the drawings. Include two (2) sets of wet signed engineering. ,jcyised drawin- t clearly she When Approved, Process as Follows: 17 Mail to Owner at this address: Mail to Contractor at this address: ❑ Call and hold for pickup at the Cl Chico Office ❑ Oroville Office 13 Deliver with next inspection. Revised Plan Check Fee: 17 S46.00 Receipt #: ❑ Additional Fees Not Requir Additional fees may be due based upon complexity and time involved to process this submitc Additional Fees: Receipt �: r . � -- ._-- -----tike i OV) 0 CAL F-1 L4 Dj P6 4u? i J P- L Li's LJ. rom 144kt. IA I r � RO,FES s 0 CAL 1997 UNIFORM BUILDING CO E TABLE 16-F . TABLE 16-G TABLE 16 -F -WIND STAGNATION PRESSURE (qs) AT STANDARD HEIGHT OF 33 FEET (10 058 rnm) Basic wind speed (mph)I (x 1.61 for km/h)?70 80 90 100 110 120 130 x 0.0479 for kN/m'- 16.4 231.0 36.9 43.3 Pressure qs (pst) ( )1Wind speed from Section 1618. VVS PS C S Num N �...,.......,� r_i ICT CA/`Tl1R rtr1FFFICIFNT w.rn IAbLt 10-U-l.vinou��-v HEIGHT ABOVE AVERAGE LEVEL OF ADJOINING GROUND (feet) EXPOSURE D EXPOSURE C POSURE B 0.62 x 314.8 for mm 0-15 1.39 1.06 1.45 1.13 0.67 20 1.50 1.19 0.72 25 1.54 1.23 0.76 30 1.62 1.31 0.84 40 1.73 1.43 0.95 60 1.81 1.53 1.04 80 1.88 1.61 1.13 100 1.93 1.67 1.20 120 2.02 1.79 1.31 160 2.10 1.87 1.42 200 2.23 2.05 1.63 300 2.34 2.19 1.80 400 I Values for intermediate heights above 15 feet (4572 mm) may be interpolates U 1997 UNIFORM BUILDING CODE /TABLE 16 -H -PRESSURE COEFFICIENTS (Cy) TABLE 16-H 3. STRUCTURE OR PART THEREOF DESCRIPTION Cy FACTOR 1. Primary frames and systems Nlethod 1 (Normal force method) Windward wall 0.8 inward Leeward wall 0.5 outward Roofs': - . Wind perpendicular to ridge Leeward roof or flat roof 0.7 outward Windward roof less than 2:12 (16.7%) 0.7 outward Slope 2:12 (16.7%) to less than 9:12 (75%) 0.9 outward or 0.3 inward Slope 9:12 (75%) to 12:12 (100%) 0.4 inward Slope > 12:12 (100%) 0.7 inward Wind parallel to ridge and flat roofs 0.7 outward Metho 2 (Projected area method) On vertical projected area Structures 40 feet (12 192 mm) or less in height 1.3 horizontal any direction Structures over 40 feet (12 192 mm) in height 1.4 horizontal any direction On horizontal projected areal 0.7 upward 2. Elements and components not in areas of Wall elements 1.2 inward 4 ` discontinuity2 All structures Enclosed and unenclosed structures 1.2 outward Partially enclosed structures Parapets walls 1.6 outward 1.3 inward or outward Roof elements3 Enclosed and unenclosed structures Slope < 7:12 (58.3%) 1.3 outward Slope 7:12 (58.3%) to 12:12 (100%) 1.3 outward or inward Partially enclosed structures Slope < 2:12 (16.7%) 1.7 outward Slope 2:12 (16.7%) to 7:12 (58.3%) ,• 1.6 outward or 0.8 inward Slope > 7i2 (58.3%) to 12:12 (100%) 1.7 outward or inward 3. Elements and components in areas of Wall comers6 1.5 outward or 1.2 inward discontinuities2.4, Roof eaves, rakes or ridges without overhangs6 Slope < 2:12(16.7%) 2.3 upward Slope 2:12 (16.7%) to 7:12 (58.3%) 2.6 outward Slope > 7:12 (58.390) to 12:12 (100%) 1.6 outwbrd For slopes less than 2:12 (16.7%) Overhangs at roof eaves, rakes or ridges, and 0.5 added to values above canopies 4. Chimneys, tanks and solid towers Square or rectangular Hexagonal or octagonal 1.4 any direction 1.1 any direction Round or elliptical 0.8 any direction 5. Open -frame towers7•8 Square and rectangular 4.0 Diagonal 3.6 Normal Triangular 3.2 6. Tower accessories (such as ladders, conduit, Cylindrical members 1.0 lights and elevators) 2 inches (51 mm) or less in diameter 0.8 Over 2 inches (51 mm) in diameter Flat or angular members 1.3 7. Signs, flagpoles,lightpoles, minor structures$ 11.4 any direction .L . _ ..-,l /` Tl.e nl r m}t•n�t,n 'For one story or the top story of multistory partially enclosed structures, an ad0iuonal value or 0.5 shalt oe added to dte ddtwwu Ly. _ •� •••��• �••••� • ��•••�••• shall be used for design. For definition of partially enclosed structures, see Section 1616. 2Cq values listed are for 10 -square -foot (0.93 m'-) tributary, areas. For tributary areas of 100 square feet (9.29 m'-), the value of 0.3 may be subtracted from Cy, except for areas at discontinuities with slopes less than 7 units vertical in 12 units horizontal (58.3% slope) where the value of 0.8 may be subtracted from C . Interpolation may be used for tributary areas between 10 and 100 square feet (0.93 m'- and 9.29 m2). For tributary areas greater than 1,000 square feet (92.9 m�), use primary frame values. 3For slopes greater than 12 units vertical in 12 units horizontal (100% slope), use wall element values. 4Local pressures shall apply over a distance from the discontinuity of 10 feet (3048 mm) or 0.1, times the least width of the structure, whichever is smaller. SDiscontinuities at wall corners or roof ridges are defined as discontinuous breaks in the surface where the included interior angle measures 170 degrees or less. 6Load is to be applied on either side of discontinuity but not simultaneously on both sides. 7Wind pressures shall be.applied to the total normal projected area of all elements on one face. The forces shall be assumed to act parallel to the wind d. 817actors for cylindrical elements are two thirds of those for flat or angular elements. c�. 01 DtA-Ckkm r � ,1 I WO -o 41� ..... ...... H :_!__ i� v ��� s k i Y�� I K) tyryN►Itm, I )(Z., A0 I I I I 9E I I T- N I F TZ. T"T Y I I J ! ?- -11-1 ' ' - I - - 1-' -11, 1 - 1 1 ; I - -1 i -A 1 -.- -17-1 1 1i it 1 11 1-1 1 1 1 1 I i?► 1 1 1 j j l l i l i l l i l l) I I 1711�,��.. B I Z/�l �a �; ��I z �� FFF —1= I I I T! 1 I! I I i I I I I! i !z �I 2 I =_ x u i illI (S��i) . I — - I I I 77-T-1 I I I I I M I [" 1:GL, _F1 --F---I-F I I I 4i 'I ctoll W Ail � 61 � om I I. i. 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I I I I T" k- t.2- ISTL ll.j Li I I 1 11 1 1 1 1! 1 1 1 11 I -TI 1 11 1 1 H [ 11 Ll kL I I I I -FI I F -1—I LIS -1 31 IL - F F AA I T I I I I ! 1 1.1 1 1 1 I I I liU I u.11� G 3X 4912 1-4%� , �iiX ��z ��z Z S7f�- S_x fi8/2 3 + 81 _y Z a2s _ �- 6.��;b' 6, 8)C_ -� 4 Y'az_ G�o-7C LC. xG, oZG -SqTI.6p -ST �t2 z G� 112 �< �'S� g �3 l� .52vcQ ►33 2-t ,Sx a<<E�i 211 Q . S_ 7_01a.dz�- 111b Ill �l�ewi� 2�c11�c �2 UJL 01)� 749 Ii2Lk 2 '32r-2� %z�Z K a _ V27-0 5`I)CCO 61C 1 L57 - - Wk.Q (C,=AVC.0 `� n L liV �f3 C(.'� Z-p,`43�_ Al . I?aieZ.�En �K'� GV -`5,i r vn 'OUNY e viLDING Dr ISV4 APPROVED (E) CMU WALL III—II —III 1.-4" =III El 1\\l ° (N) CONC. SEAT #4 CONT. TOP & BOT. #4 TOP & BOT. 1'-4"o.c. EMBED 5" MIN. w/ SIMPSON SET EPDXY. CONCRETE SEAT DETAIL RETAINING RETAINING WALL FOR WALL JIM BUTLER si. 98 HERCULES DRIVE OROVILLE, CA (E) CONC. SLAB /QROFESS/pN� •4 G. RUss� Fyc o z No. 58201 r m DRAWN DR CNECKED DATE 2/26/04 SCALE NONE iROJ. # 02-076 7 IV1 \�F CALIF STRUCTURAL CALCULATIONS Retaining Wall Revisions For Jim Butler Oroville, CA Job Number: 02-076 November 17, 2003 QRpF E SS/pHq ,. \ Fye, No. 58201 r*i E 0 - 06 IVI � CAL�Fp�? / b. -- BU` TE COUNTY BUILDING DIVISION APPROVED Russell, Gallaway Associates 7 sierra Nevada Court Chico, California 95928 (530) 342-0302 fax 342-1882 www.rga-chico.com ..A e from the design desk of.... JOB cit e ie iia PAGE NO. JOB NO. 02--0-76 ENGINEER DATE / / 73 , , khhh.-dd 4 `• 0 MPx wr vE yid vpLL PT1'P��F� Gf'lsui � - T NEpie,II,�s PUE KEWY R'1Gt� �p �it�rLO' y� 3-- 37 47 BUTTE CGUNTY BUILDING DIVISION APPROVED Aj iz/Zq�d3 %V, 3131a�1 0 MPx wr vE yid vpLL PT1'P��F� Gf'lsui � - T NEpie,II,�s PUE KEWY R'1Gt� �p �it�rLO' y� 3-- 37 47 BUTTE CGUNTY BUILDING DIVISION APPROVED Aj iz/Zq�d3 %V, 3131a�1