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064-040-010
^ \ ' \ ' James DeYoung 64 1 -04-10 95 Leicester Dr., lot 111, PP#12, Maga. Permit #4100-78B,P,E,M(new single > family) 64-04-10 64 64-04-10 ' ` 64-04-10 Permit #1775 -a -0-A E(new pri det. A 6198 LEICESTER DR, MAGALIA' Cont: FRANK NEWMAN 064-040-010 f ^ . � ` , ! ' ' � 6/*81E/CEuTExu 1 Cont: ".N=R °'- b> � [ -----�'-- � " J14 � y ' ' ` . � ^ \ � /~ ` ^ ' / ^ / ' ' � . / ' - � 0 0 ni a It �`�iOTES a PERMIT NO. ,t RESIDENTIAL 06'4-U4U-111U- FERGUSON, COLIN I. 6198 LEICESTER DR, MAGALIA Cont: FRANK NEWMAN ' AD D'L BDRM h 6 t 1 -185 i c7ETi�c HEo C�o4R�4G E SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. F RE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY r USE PERMIT CONDITIONS - SUB -STANDARD HOUSING LETTER OFFICE COPY Address GAS Meter By Date_ ELECTRIC Meter By Date V OFFSEA (L ai21 o'efon f 124 dl -'l 6 r c/ak y hbif�n� ' JOB FINALED (Date) I L Z-3 Signature J=OK 0 = Not OK : = NotReadyabte 1. MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 3. 1. Zoning Requirements -Setbacks -Easements Date 2. Soils; Special MH Support Sketch 6. 3. Sewer; Location -Test -Fall -C/O -Concrete Electric 4. Water; Location -Test -Easement Needed (Sketch) Footings; Size -Spacing -Marriage Line 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 3. 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or/ /" L "ft./ P LPG 12. 7. Well Clearance & Disconnect 8. Utility Clearance Electricity; MH Test Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 6. Water; MH Test 2. Date 7. Card B-1 Date Card B-1 Date Elec.; Receptacles and Lighting, Distance-GFI Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Elec.; Enclosures; Conduit Entries -Terminals -Listed 1. Zoning Requirements -Setbacks -Easements 8. 2. Footings; Size -Spacing -Marriage Line License Decals 3. Gas; MH Test -Demand -Valve -Connector 11. 4. Electricity; MH Test -Crossovers -Breakers -Clearances Enclosure; Fencing -Alarms 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/0 to Grade -HD Approval Date 8. Gas and Electricity Tagged Card B-1 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date 1. Card B-1 Date Card B-1 Date 3. Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. 1. Zoning Requiremeits-Setbacks-Easements Electric 8. 2. Footings; Size -Spacing -Marriage Line Siding; Nailing -Veneer -Stucco -Mesh 10. 3. Blocking Ext.; Steps -Doors -Landings 12. 4. Gas; MH Test -Demand -Valve Date 5. Electricity; MH Test Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 6. Water; MH Test 2. Soils; Compaction -Structure Stability 7. Water and Sewer Connected 4. Elec.; Receptacles and Lighting, Distance-GFI 8. Gas and Electricity Tagged 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 9. Exits 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panel boards- Ins. to Main Conduit 10. License Decals 10. Plumb.; Cir. Test -Water Supply Test 11. Verify #'s with Offica 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panel boards- Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UND FLOOR (Plans) OK except #'s 1--l' Zoning -Setbacks -Easements -Flood -Slope 2/Ftg., Main; Soils-Elec. Grnd.-/ " Ftg. Depth 3. Ft ., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4 tg., Porches & Decks; Soils -Steel-/ P' Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel- Bloc kouts-Wrapped 6a. Hold Downs and Special Anchors 7. b, Steel -Wrapped e' Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection -449--Fireplace Ties or Type A Flue -Fireplace Throat Clearance 19. D.W.V.; Test Fittings & Anchor -Nail Protection Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 20. Shower Pan; Test, First Floor -Tub Access Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test c55"'Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection Date Plywood on Roof Overhang -Attic Vents -Rafter Outriggers Card B-1 Date Card B-1 Date /Siding -Nailing Veneer Card B-1 Date Card B-1 Date ELE RICAL (Permit) OK except #'s _ 2 . _figure & Transformer Clearance -Ins. Protection 60._Shear Walls; Nail' -Bol Receptacles Spacing -Lights & Switches at Doors Brace Interior/Exterior Wall Panels 2 . Si a Boxes & No. of Conductors Stapled Insulation -Walls -Ceilings omex Installed Close to Edge of Studs & C.J. Infiltration -Walls -W ia0ews 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water . Card B-1 - Date Card B-1 Card B-1 Date Card B-1 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or AI 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral Cl Yes 0 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 70. Stairs & Rails Date 10k.- 71. Card B-1 Date Card B-1 Date 72. Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 36. A.C. Ducts Insulation & Support Elec. Outlets & Receptacles at Kit. Counter 37. Vent Fan, Exhaust above insulation Garage Fire Door; Swing -Landing -Closure 38. Condensate Drain & Overflow, Size & Grade A.C. Duct in Garage -Damper 39.. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 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 81. Guard Rails & Deck Construction -Post Caps 41. Sills Proper Materials & Anchors Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound Clearance Looked under Floor 0 Yes 43. Bearing Walls over Girders & Floor Nailing Following Instld./Drive 0 Yes 0 No/Walks O Yes Cl No/Planters 0 Yes O No 44. Draft Stop in Walls (rat proof) Stucco Brown -Finish 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRA NG (Continued) 44. Hangers -Post Caps -Anchors -Connectors 46' Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. -449--Fireplace Ties or Type A Flue -Fireplace Throat Clearance ,Sf) Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions k-5 '. arage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits c55"'Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection . Plywood on Roof Overhang -Attic Vents -Rafter Outriggers /Siding -Nailing Veneer ucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59.,Glazing Area -Glass Protection -Skylights -Plastic 60._Shear Walls; Nail' -Bol q - -r Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -W ia0ews Date Date N / . Card B-1 - Date Card B-1 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.FI.)-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 O Yes Cl No/Planters 0 Yes O No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: Nov 23 05 11:28a Christie Ferguson 530-873-6720 P.1 11r"L.J/ZV n 11: 1"L O300/I4030 rax —i . ••-- -- 4 - O i Certificate of Conformance Certificate 04 Q 396 T HE UNDERSIGNED MANUFACTURER HEREBY CERTIFIES that the structural wool products identified below and marked with a collective mark of Engineered Weed Systeme (EWS) were man. ufdctured in accordance with the Specifications indicated below. ANSI Standard A190.1.1992• for Structural Glued Laminalad Timber ' t job Name r v f OvJ :-jo Lxal on Cveamrre Groot No Z, p j% cote 9 y aGlf� Mror* Greer Ne. C/ F - v 513r,oiura Tkb OUALITY CONTROL Gomo�ny SBORO LUMBER C �,� SPRtNGFttsdt) OFEGON i� 13816 IT 1S HEREBY CERTIFIED that the structural glued laminated limber production of rhe above named manufacturer which carries a collective maAc of Engineered Wood Systems (EWS) is subject to regular avdil by Engineared Wood Systems, such audit eonslsting of the Inspection with reasonable frequency of the manufacturing process, with 90equate sampling;t Me adequacy of glue bond. o verity the quality of glufam constnl cion and e�,u1rrr8r . s00de SEAL. . $ y� vW by�" ' Thomas G. Williamson Executive Vice President f nGiH Eflr+EO wOOp 6YSTEMS -,% Rf LA I PO eOWORATION OF APA- THE ENGweFAGo wpp0 AS$MH Hitt NOTES x RESIDENTIAL I PERMIT NO. — 064-040.` 10 - --- 04-1854 k FERGUSON, COLIN 6195 LEICESTER DR, NIAGALIA + Cont: OWNER + DET GARAGE /}Dfl171�ti� �� F� yf1 ,tf t SPECIAL CONDITIONS 7 CHECKED 'a BY SRA ' FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER COPY ;+ n f�_OFFICE Address Lg i (� O� —"—� -GAS Meter By Date p ELECTRIC Meter By —Date : y 4 J p JOB FINALED (Date) Z3 r\ _ f, A �1 Signature—""nn �-t✓i'V�►V><.c.�4 J=OK 0 = Not Ok s = No Readyable DECKS COVERS, CARPORTS,-GA8XGL$ (Plans) OK except #'s MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Elec.; Receptacles and Lighting, Distance-GFI 1. Zoning Requirements -Setbacks -Easements 6. 2. Soils; Special MH Support Sketch Elec. Bonding; Metal w/5' -Circulating Equip. -Heater 3. Sewer; Location -Test -Fall -C/O -Concrete ( 9. 4. Water; Location -Test -Easement Needed (Sketch) Plumb.; Cir. Test -Water Supply Test 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 12. 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or/ /" L "ft./ P LPG 7. Well Clearance & Disconnect Date 8. Utility Clearance . Roof• ,Shthg-Roofing Piet.; Steps -Doors -Landings Date 12. Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s and B-1 Date ((-73 -as- Card B-1 "s, 1. Zoning Requirements -Setbacks -Easements Card B-1 Date Card B-1 2. Footings; Size -Spacing -Marriage Line i 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector. 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged -9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS COVERS, CARPORTS,-GA8XGL$ (Plans) OK except #'s 3. i llffe6ning Requirements -Set s- asements Elec.; Receptacles and Lighting, Distance-GFI 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 6. 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails Elec. Bonding; Metal w/5' -Circulating Equip. -Heater 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing le ( 9. 5. Alum. Awn.; Columns -Connections -Splice cal -Enclosures Plumb.; Cir. Test -Water Supply Test 6. Carports; Windows -Doors 12. Enclosure; Fencing -Alarms E ric 'Date g.; Sills-Anchors-Studs-Rftrs-Trusses Date Card B-1 Date Card B-1 ' mg; Nailing -Veneer -Stucco -Mesh . Roof• ,Shthg-Roofing Piet.; Steps -Doors -Landings 12. Braced Wall Panelsf t Date and B-1 Date ((-73 -as- Card B-1 "s, Date•- Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s i 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. i Pool Structure; Steel -Connections -Thickness Dead Men -Lining t 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 f 'Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 JI J=OK 0 = Not OK 1 - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /' Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or At 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral ❑ Yes ❑ 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 k- Date FRAMING (Continued) 47 ,,Hangers -Post Caps -Anchors -Connectors 49 Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 591 Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles Y. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions i�-8arage Fire Protection Framing -RC Channel 5Zt Property Line Firewall & Openings Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection Plywood on Roof Overhang -Attic Vents -Rafter Outriggers Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access . GI ng Area -Glass Protection -Skylights -Plastic 6 hear Walls; Nailin- olt 6X' 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 moke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection edroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 74. airs & 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 &W--Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 83. Following Instld./Drive O Yes O No/Walks O Yes O No/Planters O Yes O No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House @mss Protection Set' vections from Previous Inspections 92- Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 4�rtergy Compliance Certificate -Other Certificates $Address Posted 96. Fire Sprinkler Date t' - Card B-1 S. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE M (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.net\dds PERMIT NO. BP041854 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 Issued Date: 09/15/2004 APN: 064-040-010-000 the Business and Professions Code, and my license is in full force and effect. License Class: License Number. Site Address: 6198 LEICESTER DR MAG Date: Contractor. Map Index: Description: DET GAR 440 p OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: FERGUSON permit to construct, alter, improve, demolish, or repair any structure, prior COLIN B to its issuance, also requires the applicant for such permit to file a 6198 LEICESTER DR signed statement that he or she is licensed pursuant to the provisions of MAGALIA CA the Contractors State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or 95954-9634 she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the c applicant to a civil penalty of not more than five hundred dollars ($500).): UK' 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Applicant•' FERGUSON COLIN B Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does Contractor'. not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ 1 am Exempt under Article 3 of the Business and Professions Code Date: Owner: License #: WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit Architect: is issued. . Engineer: ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Cartier. Total Square Ft: 440 S. F. Policy#: Valuation: $10,560.00 Census Code: f3k� I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith those provisions. `mplyithh Date: Applicant: 'v WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor esan code, interest, d attorney's fees. . X1.6,( �l0 - - - - - - - c1 q.._ f S" q- CONSTRUCTION LENDING AGENCY This permit is ereby issued under t plicable provisions of the Butte County Codii 2nrVor I hereby affirm that there is a construction lending agency for the Resol 'ons 1 do work indicated a ove or which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) ^/ Name: By: Date: PERMIT EXPIRES ON: - Address: Date ❑ i hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of th owner. I agree to comply with all county and state laws relating to building construction.. I acknowledge it is unlawful to alter the substance of any offs 'al form or d= utte County. I hereby authorize represe tatives of Butte County to enter upon the above mentioned property for inspection purpose Print Name:D �/n Signature: Date: � f �/ q f R -Owner 11 Contractor ❑ Agent for Owner ❑ Agent for Contractor s ' 40-1i F0- BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. . LBP � DATE APN: —d10 ZONING: .1 OWNERS CAST NAME: OWNER'S FIRST NAME: PHONE 97-3-61720 STREET ADDRESS: r �i_ FAX CITY. ZIP:E-MAIL: i%�/iol Gi t� cl W SITE APPLICANT NAME: CONTRACTOR NAME: ARCHITECT/ENGINEER NAME: DESCRIPTION OR SCOPE OF WORK: W /-4075 \ ❑ Structure Built without permits ❑ Proposed Change of Occupancy (note previous use) PIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to . the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. For office use only: �L -! •_ Notes: Xol— t1 U Application Received by: Date: I Receipt number: Amount Received: . :ta,-` .,-�, �.-��*'Y�`•r :'fin cw. w_.,,.-rn=y`b.5 : �.'i,.� ,r,rv-"*cr_,�;. t :.s�+:;�.:.fti,"� � ;}� _.� ...,- J/J, __ _ 1 �/v�` i I V 5 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: C -Jt ASSESSOR PARCEL NUMBER �� v �✓ ` v Proposed Building Use: Counter Technician: Date:' Items required in order to apply or a permit. I boxes MU be c1lecked OR marked NA in order t pply. Site plans, 3 or 4 sets, signed by dap,.pleparer of th ns. . j41'2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and.signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings 13. Detached Accessory Building Form filled out by the owner ' 0 14. Hazardous Material Form 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable. 16. Other i�"(• I �Q 1 Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers............................................................................................ ❑ 18. Agricultural 3uffer 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 ..................................... niopl- 23. California Department of Forestry plan approval .215�id. Sent by: L�.I........... 24. Planning approval (A) Use: -bjL-�B)Parking: (C) Parcel Check: ' 0� ❑ 25. Contact Land Development about _ Improvements, _ Drainage ......................... T, 26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... Cl 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) .................... ❑ 30. Worker's Compensation Carrier nd Policy Number ............:............................. 31. Owner -Builder Verification (ven to owner, _Mailed to owner) ..................... ❑ 32. Letter of Signature authorization......................................:............................/ ❑ 33. Recorded co of Agricultural Acknowledgment Statement .............................. PY 9 9 •• ❑ 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,�0 Check to H.C.D. $ i ❑ 38. Other: / 1 ❑ 39. Other.- When ther:When issued Telephone and hold for pickup. I have been informed of a above 'ncFrequirements for obtaining a building permit. Applicant: _ Date: 1. Index permit application for e e items numbered: Plan Check ter 2. Additional items D 0q - Contractor, desig r, o advised of the above data oy one, ❑mail, ❑counter, by Date: Contractor, designer o ne as advised of the above data `byr phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: o d'1_ Plans approved by: C� Date Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Dale: Yellow: Building Division �uTrf Department of Development Services Building Division 7 County Center Drive \o o Oroville, CA 95965 \CA■aty (530) 538-7541 (530) 538-2140 FAX DETACHED ACCESSORY BUILDING OWNER'S STATEMENT OF USE Plan review will not be started until this form is completed, signed by the property owner, and returned to the Butte County Building Division. Attached Accessory Buildings and Additions will be check4 for- residential use. Exception: Garages and Carports. Owner:�" 1,.fPhone: f j %2-2) Mailing Address ,n Assessor's Parcel Number:" 64!z O!ZQ — OW Zone: Please answer questions 1-16, and explain any yes answers for questions 2-14 in the space provided on page 2 of this form GENERAL LNFOR�%IATION: 1. Is there a primary dwelling on the property? Yes ["No ❑ 2. Is the structure already built, under construction, or under notice of code violation? Yes ❑ No 3. Will items produced in this building be offered for sale? Yes ❑ No 4. Will the public have access to this building? Yes ❑ No Q' 5. Will any advertising, on or off site, be associated with the use of this building? Yes ❑ No SITE CONDITIONS: 6. Is the structure foundation within 5' of septic tank or 10' of leach lines? Yes No 7. Is any portion of the structure located closer than 20' to your front property line? Yes ❑ No Q' 8. Do you plan to add a driveway or modify existing access to a county maintained road? Yes ❑ No 2 9. Will the proposed structure encroach within any recorded easement? Yes C1No D/ CONSTRUCTION FEATURES: 10. 11. Will this building have insulated floor, walls, or ceiling? Will this building be heated Yes o Pf 12. or cooled? Will this building have Yes No 13. a water closet/toilet? Will this building have Yes ❑ No (�^/ a sink? Yes ❑ No Q/ 14. Will this building have a water heater? Yes ❑ No (� 15. What floor type of covering «ill the building have? 16. What type of mall covering will the building have? t Mal w. 1 of 2 PROPOSED USE: (check only one box) 1. ❑ Residential Storage Shed — I will be storing in this building and it will not used for any other purpose (no bathroom and no heating or cooling). 2. [:'Private Garage — "A building or a portion of a building not more that 1,000 square feet (3,000 by exception) in area in which only motor vehicles used by tenants of the building or buildings on the premises are stored or kept." A garage door is reouired. 3. ❑ Residential Carport — A covered structure intended for parking of vehicles. Two or more sides must be entirely oven. 4. ❑ Residential Occupancy — Structures meant to be occupied, as opposed to a storage shed, garage, or carport If you checked #4, please check the uses below which best fit this building. ❑ GuestHouse ❑ Pool House ❑ Studio Apartment ❑ In-law quarters ❑ Recreation Room ❑ Game Room ❑ Study ❑ Library ❑ Bonus Room ❑ Playroom ❑ Den ❑ Studio ❑ Artist Studio ❑ Hobby Room ❑ Craft Room ❑ Sewing Room ❑ Canning Kitchen ❑ Music Room ❑ Family Room ❑ Sun Room ❑ Private Office ❑ Workshop' ❑ Home Occupancy 2 ❑ Other — Use = 1. Desen'be rope orWOA3hop Must be approved by the Daae Coiaay Plarmiq Division Explanations: This area is for explanation of any "yes" answers on questions 2-14. Please indicate the question number before the explanation. Additional Information: Plan review will not be started until this form is completed and received. A Plans Examiner will contact the owner with specific requirements per the use indicated. I hearby affirm under penalty of perjury that the above information is true and correct I understand that any changes to the use, or character of use, of this building will require permits from the permitting authority. I understand that Real Estate Disclosure laws require disclosure of this information if or when the property is offered for sale. 0,wner's Name: Please )Prim Owner's Signature: Date: �l 2 of 2 O.B.-1 + OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. I personally plan to provide the major labor *and materials for construction of the proposed properly improvement: YES l' NO ❑ (__2J I HAVE 13 HAVE NOT Q'ssigned an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction: NAME: . ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. S. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: : - NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPLRTYOWNERr� NOTA: This Owner -Builder VerYka�n is required by Section 19831 and 19832 of the California Health and Safety Code. Thin va#kadon must be completed and returned to our office before we are permitted to issue the permit Dear Property Owner. An application for a bmlding Pem2k has been submitted in Yocr name listing yourself as the builder of property improvements specified. For Your protection, You should be aware that as "owner-bMIdee you are the responsible a Peparty of record on such Pew Building P are not required to >;e signed by ProPY owners unless they are personally performing their own work. If your work is being performed by someone other than yourseg you may protect yourself from possible liability if that person applies for the proper pemmit in his or her name. Contractors are required by law to be licensed and bo license nded by the State of California and to have a business from the city or county. They are also required by >, to apply. put their license number on all permits for which they IfYou •Plan to do your own worm with the exception of various trades that you plan to sub= act; you should be aware of the following information for you- benefit and protection: a if yon employ or otherwise a any persons other 01M your immediate {amffy, and the work C=Mdmg materials and other costs) is $app or more for the entire project; and such persons are not licensed as contractors or subcontractors, then You may be an employer. ♦ Ifyou are an eWlO . You must register wi9r the Stare and Federal Gov=mm s as an employer and you are subject to several obligations including state and federal income tax mfr holdmg, fi deral social seanty taxes, workers compensation ice' dirkflkY bimldnce cow and uamPloyment compensation co&�ns. ♦ There may be financial risks far yon if yon do not cant' out these obiiptions, and these risks are especiany serious With respect to worker's compensation insuaace. ♦ For more specific mon about yaw obligations under Federal Law, cmdract the Internal gM= Service (and, if yon wish, the U.S. Small Business ). For mare and the Division o Stat Lew; contact the DepMtne� o fBewfit c of�� about your obli tions order Payments f industrial Accidents, If the Zuctn is iced for m1e, property owners who are not licensed contractors are allowed to perform their work personally or through their ova employees, without a license conditions. d r �, onlyunder lid A frequent Practice of unlicensed persons professing to be coalractars is to se=ars an =owner bmlder" building p2nfft's �e0`u�'implyingthattheProperty+ov=erisProvidinghisorherown are not regaaed to be signed by prop�y owners unless �, h�bor and material P Building hfimatimaboutHcmmdactors may be obtained are Pig their own work or atm 020 S b5' mag �e Co�xacbors State License Board n your Please l� � ��7p' �- 95814. P "Owner Bmlder Verification" on the reverse side of this form so that we can C.MT= brat you are aware of these matters. The binding P== Will not be issued unrt a the verific�on is returned. NOT Z- TY"i Owrler-Bunfer In}0rnrad0n is req ufred by Section 19830 ofthe Cagorrrfa Health and Safety Code �P PRTMT T� o�vT o� o o c +` o c \0 0 Ac�UNI �etic W Department Public Works LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville. CA 95965 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase 11 Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement LLESS THAN 1 ACRE1 Project Description: Project Location and/or Parcel Number: A c l .__. /e) // n _ By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed Soil- will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting Use and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: Date: Z c L Less than I Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/24/04 J BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAM (530)538-2140 WEBSITE: www.buttecounty.net\dds PERMIT NO. BP041651 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 issued Date: 09/15/2004 APN: 064-040-010-000 the Business and Professions Code, and my license is in full force and effect. License Class: License Number: Site Address: 6198 LEICESTER DR MAG Date: Contractor. Map Index: 320 ADDITION OPEN DECK Description: ( ) (30 0) OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 COVERED (160) Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a Owner: FERGUSON COLIN B signed statement that he or she is licensed pursuant to the provisions of 6198 LEICESTER DR the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or MAGALIA, CA she is exempt therefrom and the basis for the alleged exemption. Any 95954-9634 violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ar/I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does Applicant: FERGUSON COLIN B such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for,the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed Contractor: pursuant to the Contractors' State License Law.). ❑ I am Exempt under Article 3 of the Business and Professions Code Date: Owner: WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: License #: Cl 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. Architect: ❑ 1 have and will maintain workers' compensation insurance, as Engineer: required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Cartier. Total Square Ft: 780 S. F. Policy #: Valuation: $26,360.00 certify that in the performance of the work for which this permit is Census Code: issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith coply vAp those provisions. Date: 0 Applicant: (,� WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. 2 c CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte County Cody anrUor I hereby affirm that there is a construction lending agency for the of the work for which this permit is issued (Sec 3097 Civ.) Resolut' ns to work indicated above ich fees have been paid. f performance Name: By: Date: 7 _/ \—/ Address: PERMIT EXPIRES ON: FLS Date ❑ I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health 8 Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any offici orm or d tte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes + r— Print Name: Signature: Date: Q,Owner 13 Contractor ' ❑ Agent for Owner 0 Agent for Contractor IRS1 il t BUTTE COUNTY PERMIT NO. DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION BP 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 l /I DATE APN. D� ` ^O� ZONING: OWNPEWS LAST NAME: OWNER'S FIRST NAME: PHONE 1-671�C Usd� C 0 Z-� 87`3-(720 STREET ADDRESS: FAX- AXCITY, CITY,ZIP: E-MAIL: SITE ADDRESS: PHONE: APPLICANT NAME: 873-6720 STREET ADDRESS: FAX: CITY. ZIP. rt E-MAIL: iii (J CONTRACTOR NAMY: PHONE STREET ADDRESS: t FAX C �- CITY. ZIP: M t-- E-MAIL ARCHITECT/ENGINEER NAME: CITY. ZIP: UL&NZ5t numIJI-tC t-mru� DESCRIPTION OR SCOPE OF WORK: ❑ Structure Built without permits ❑ Proposed Change of Occupancy (note previous use) EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. For office use only: Notes: (� Application Received by: Date: Receipt number. � Amount Received: �%` COUNTY OF BUTTE-DEPA TMEN O EVELO MENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL NUMBER JProposedW, 'g Ude: i� v /� ' Counter Technician: t�� Date: tems equired in order to apply for a permit. ) boxes MUST be checked OR marked NA in ord r ¢o apply. 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. . ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and.signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. ,Letter from Engineer or Architect for truss design review. 6. Energy compliance design and supporting documentation in duplicate. 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ,l ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner 14. Hazardous Material Form 15. Sanitation and site plan approval from the Environmental Health Department in 91' co ❑ Oroville, as applicable. 16. Other �4 Remaining items needed to issue the permit. (May,require additional plan review upon receipt of the following items.) o17. Tire Sprinklers ........ ............................ .::..................................................... 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by gal 19. Soils Report and/or Engineered Foundation required ........................................... ........ 0/ 20. Erosion Control Plan Required........................................................................ ........ 21. Fees as shown on the attached Schedule of Fees Due Sheet .............................. 22. City of Chico Plumbing permit ............................ ... ......... V"2 3. California Department of Forestry plan approval paid. Sent.7....... 4. Planning approval (A) Use: B)Parking: (C) Parcel Check: 5. Contact Land Development about _ Improvements, _ Drainage ......................... 6. NPDES Farm.............................:............................................................... 7. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ - 28. Pre -Inspection for required....... ❑ 29. Contractors license information. (Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier and Policy Number .......................................... 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... 32. Letter of Signature authorization......................................:............................. ❑ 33. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 34. Manufactured home utility clearance............................................................... ❑ -35. Existing violations and/or expired permits................:..........I.............................. ❑ 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 o5he above i ms�t�i requirements for obtaining a building permit. Applicant: - ' ' Date: 1. Index perm applicatio a ove i ems numbered: Plan Check 2. Additional items requ' Contractor, designe , ner as advised of the above data by phone, ❑ mail, El counter, b Date: _ Contractor, designe , ner, was advised of the nlagve data by ❑ phone, ❑ mail, ❑ counter Date: _ Plans reviewed by: M Date: t�- ( Q q Plans approved by: Date:- Structural reviewed by: Date: Structural approved by: Date: _ Note transfer by: Date: Yellow: Building Division I ` E.H. USE 0 Piot Plea Attached Roar Plan Antachad Saw to B.D. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Fet-nu so in --- /f�/612 1 2V, Clq- ( O-C)16 Location AP# Plan AVnei ov Sewage Disposal Wa er pply: Pu lic Pr ate Well 7 Clearance for elling. Othf rrV Hold final for: Final clearance O.K. for: NOTE: 8/96 ^•• E.M. USE ONLY Piot Plea Atlachad Pions Flan Anachad i xAv- Sem to B.D. TO: Building Department, FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposal ✓ Water Supply: Public ✓ Private Well Clearance for Wig. Otherr ,: Jed h/ /y ",K SICrr Hold final for: ` Final clearance O.K. for: NOTE: Environment19'alth Specialist Date 8/96 v 1 i; COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT OF FEES OWNER A.P. It PROPROSED BUILDING US (/ DATE 1. BUILDING PERMIT FEES --- Balance Due ..................... $ --- Additional Fees Due........ $ --- Revised Plan Checking Fee.... $ 2. SCHOOL DISTRICT FEES (paid at School District Office) (form available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential............ X $360.00 =$ Units Commercial (sq. ftg.)..... 4. URBAN AREA FEES X $0.03 = $ Residential (per unit)..... X # Units Amt. RECEIPT # DATE REC. 1 (paid at Building Division) Commercial (Sq. Ftg.).... X = $ } Sq. Ftg. Amt. t . 5. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES 10.00 (paid at Building Division) FIRE INSPECTION AND PLAN CHECK FEE .0 id at Buil ivision) 4.CIS 07 W TER TENDER FEES BATTALION #, $200.00 (paid. at Building Division) 6( 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ Zone # Units Amt. Commercial (sq. ftg.) ......... X = $ Sq. Ftg. Amt. 10. OTHER 1101=1 � ♦ 1 At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees maybe changed during pl checl ' ces APPLICANT DATE Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 2/2003) i • tF. yy< s 1 ' �Lech Verticaffechnology Engineering 383 Rio Lindo Ave Suite 200, Chico, CA 95926 Ph. (530) 899-8716 Fax (530) 899-1102 Email vertech@sbcglobal.net Structural Calculations Client: Colin Ferguson Project: Ferguson Addition Location: 6198 Leicester Drive, Ma alia, CA 95954 APN: 064-040-010 BUTTE COUNTY BUILDING DIVBS,10N APPROVER cl/gA¢ �g V Attention: This engineer is not responsible for on site inspection to assure compliance with the standards, sizes, materials, or workmanship specified herein. This engineer is not responsible for any structural element or system not specifically noted in this set of specifications unless authorized in writing by this engineer. Workmanship is to be of the highest quality and in all cases follow accepted construction practice, the latest edition of the Uniform Building Code, and local building department standards. . �U'QLD1NG DEPT. COP' VERTECH ENGINEERING PROJECT: 8/24/04 STRUCTURAL NOTES 1. GENERAL A) ALL WORK SHALL CONFORM TO THE 1997 UBC AND ALL APPLICABLE LOCAL CODES. B) THE ENGINEER (VERTECH ENGINEERING) IS RESPONSIBLE FOR THE STRUCTURAL ITEMS IN THE PLANS ONLY. SHOULD ANY CHANGES BE MADE FROM THE DESIGN AS SPECIFIED IN THESE CALCULATIONS WITHOUT THE WRITTEN APPROVAL FROM THE ENGINEER, THEN THE ENGINEER WILL ASSUME NO RESPONSIBILITY FOR ANY ELEMENT OR SYSTEM OF THE STRUCTURE. C) THE DRAWINGS AND CALCULATIONS REPRESENT THE FINISHED STRUCTURE, AND, UNLESS SPECIFICALLY NOTED OTHERWISE, DO NOT SHOW THE METHOD OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR THE METHOD OF CONSTRUCTION, AND SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE PUBLIC, CONSTRUCTION WORKERS, AND THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE FORMING, SHORING, BRACING, SCAFFOLDING, ETC. D) IF A PARTICULAR FEATURE. OF CONSTRUCTION IS NOT FULLY SHOWN ON THE DRAWINGS OR IN THE CALCULATIONS, THEN IT SHALL BE CONSTRUCTED IN THE SAME CHARACTER AS SIMILAR CONDITIONS THAT ARE SHOWN ON THE DESIGN DOCUMENTS. E) ANY CONDITIONS NOTED AS EXISTING MUST BE FIELD VERIFIED BY THE CONTRACTOR, AND ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER WITHOUT PROCEEDING WITH CONSTRUCTION PRIOR TO THE REVIEW OF THE ENGINEER. F) ALL WATER PROOFING AND FLASHING (ROOFS, FOUNDATIONS, GARAGE FLOORS, ETC...) IS THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER. 2. SITE WORK / FOUNDATIONS A) ASSUMED MAXIMUM SOIL BEARING = 1000 PSF PER UBC TABLE 18-1-A. B) BUILDING SITE IS ASSUMED TO BE DR%ME AND FREE OF CLAY OR EXPANSIVE SOIL. ENGINEER HAS NOT MADE A GEOTECHNICAL REVIEW OF SITE, ANY OTHER CONDITIONS ENCOUNTERED MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER. C) THESE CALCULATIONS ASSUME STABLE, UNDISTURBED SOILS AND LEVEL OR STEPPED FOOTINGS. ANY OTHER CONDITIONS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE CONSTRUCTION OF THE FOUNDATIONS. D) ALL FOOTINGS INCLUDING RETAINING WALL FOOTINGS, SPREAD FOOTINGS, WALL FOOTINGS, AND GRADE BEAMS SHALL BEAR ON UNDISTURBED SOIL WITH A FOOTING DEPTH BELOW FROSTLINE. (12" TO 24" AS PER LOCAL REQUIREMENTS) E) BOTTOM OF ALL FOUNDATION TRENCHES SHALL BE CLEAN AND LEVEL. F) ALL FINISHED GRADE SHALL SLOPE AT A MINIMUM SLOPE OF 2% AWAY FROM ALL FOUNDATIONS A MINIMUM OF 10 FEET HORIZONTAL. G) FOUNDATIONS SHALL NOT BE SCALED FROM PLAN OR DETAIL DRAWINGS. H) FILL MATERIAL SHALL BE FREE FROM DEBRIS, VEGETATION, AND OTHER FOREIGN SUBSTANCES AND SHALL BE COMPACTED TO 90%. USE 4" DIAMETER PERFORATED PIPE SUB -DRAIN BEHIND ALL RETAINING WALLS. SLOPE PIPE TO DRAIN TO DAYLIGHT. I) FOR FOOTINGS ON OR ADJACENT TO SLOPES, A GEOTECHNICAL ENGINEER MUST APPROVE FOOTING PLACEMENTS IN VIOLATION OF FIGURE 18-1-1 OF 1997 UBC. THIS ENGINEER SHALL NOT BE LIABLE FOR ANY FOUNDATION NOT IN STRICT CONFORMANCE TO SECTION 1806.5 OF THE 1997 UBC. 4. CONCRETE / REINFORCING A) CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 2,500 PSI U.N.O. C) ALL CEMENT USED SHALL CONFORM TO ASTM C-150 AND SHALL BE TYPE II OR TYPE III LOW ALKALI. D) AGGREGATE SHALL CONFORM TO ASTM C-33 AND SHALL NOT CONTAIN MATERIALS WHICH ARE ALKALI REACTIVE AS DETERMINED BY ASTM C-227,289, AND 295. IF TEST DATA IS UNAVAILABLE IN REGARDS TO ALKALI REACTIVE MATERIALS, PROVIDE CEMENT WITH A MAXIMUM ALKALI CONTENT LESS THAN 0.45% BY WEIGHT. E) CONCRETE EXPOSED TO FREEZING OR THAWING SHALL BE PROTECTED IN ACCORDANCE TO THE LATEST EDITION OF THE ACI CODE AND UBC APPENDIX, CHAPTER 19. F) SLABS ON GRADE SHALL BE PER THE CONTRACTOR. VERTECH RECOMMENDS THE FOLLOWING AS A SUITABLE SLAB -ON -GRADE: AT GARAGE SLABS, USE 4" THICK S.O.G. WITH #3 BARS AT 15" O.C. EACH WAY ABOVE MID -DEPTH OF SLAB OVER 2" SAND, OVER MOISTURE BARIER, OVER 4" AGGREGATE BASE. USE 3 -1/2 - SLAB WITH #3 AT 15" E.W. ABOVE MID -DEPTH OF SLAB, OR 6X6 WWF ABOVE MID -DEPTH OF SLAB WITH SAME SUB -SLAB BUILDUP AT ALL OTHER AREAS. G) SAW -CUT TOP %" OF SLAB FOR CRACK CONTROL AT INTERVALS NOT TO EXCEED 20'-0" WHERE SLAB IS REINFORCED, SAW CUT AT INTERVALS NOT TO EXCEED T-0" WHERE SLAB IS UN -REINFORCED. I) REINFORCEMENT COVER SHALL BE AS FOLLOWS: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO SOIL: 3" CONCRETE WITH SOIL OR WEATHER EXPOSURE: #5 BARS AND SMALLER 1 #6 BARS AND LARGER 2" CONCRETE WITHOUT SOIL OR WEATHER EXPOSURE: Mi" J) REINFORCEMENT SHALL BE GRADE 60 PER ASTM A615 U.N.O. LAP REINFORCING 40 BAR DIAMETERS U.N.O. K) #5 AND LARGER REBAR SHALL NOT BE RE-BENT. L) ALL REINFORCING STEEL AND ANCHOR BOLTS SHALL BE ACCURATELY LOCATED AND ADEQUATELY SECURED IN POSITION BEFORE AND DURING CONCRETE PLACEMENT. 2 VERTECH ENGINEERING PROJECT: 8/24/04 5. MASONRY A) CEMENT MASONRY UNITS SHALL CONFORM TO UBC STANDARD 21-4, GRADE N, TYPE I, AND SHALL BE SINGLE OR DOUBLE OPEN END BOND BEAM UNITS. B) F'm MIN SHALL BE 1,500 PSI WITH COMPLIANCE VERIFIED AS REQUIRED PER UBC SECTION 2105.3. C) EACH CELL SHALL BE COMPLETELY FILLED WITH GROUT CONFORMING TO ASTM C279 TYPE S WITH A MINIMUM STRENGTH OF 2,000 PSI. D) LAP REINFORCING THE GREATER OF 60 BAR DIAMETERS OR 2'-0". E) LOCATE ANCHOR BOLTS WITHIN 2" OF THE CENTER OF A CELL. 6. FRAMING/LUMBER 6-1 MATERIALS: A.) SHEATHING: 1. ROOF SHEATHING: SEE PLANS 2. FLOOR SHEATHING: SEE PLANS 3. WALL SHEATHING: SEE PLANS B.) GLUE -LAMS: GLUE -LAMS SHALL BE 24F -V4 U.N.O. WITH A CAMBER OF R=1600' U.N.O. GLUE -LAMS EXPOSED TO WEATHER MUST BE RATED FOR EXTERIOR USE BY THE MANUFACTURER. GLUED LAMINATED FABRICATON SHALL BE PERFORMED IN AN APPROVED FABRICATORS SHOP IN ACCORDANCE WITH UBC 1701.7 AND UBC 2304.4.3. BEAM INSPECTION CERTIFICATES SHALL BE SUBMITTED TO THE FIELD INSPECTOR PRIOR TO COMPLETION OF FRAME INSPECTION IN ACCORDANCE WITH UBC 1704.6.2. C.) MICRO -LAMS: MICRO -LAMS (LAMINATED VENEER LUMBER) SHALL HAVE FB = 2800 PSI & FV = 285 PSI MIN., AND SHALL BE MANUFACTURED, APPROVED AND IDENTIFIED AS PER NER-481 D.) SILL PLATES: SILL PLATES SHALL BE PRESSURE TREATED DOUGLAS FIR WITH 1/2" DIAMETER ANCHOR BOLTS AND 2"X 2"X 3/16" PLATE WASHERS LOCATED AT 4'-0" O.C. MAX. WITH ONE BOLT LOCATED 1'-0" MAXIMUM FROM EACH END OF EACH PIECE. E.) FRAMING LUMBER: ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH AS GRADED BY THE W.W.P.A. OR W.C.L.I.B. AND SHALL HAVE A MOISTURE CONTENT LESS THAN 19%, U.N.O. 1. STUDS SHALL BE STUD GRADE OR BETTER. 2. ALL POSTS SHALL BE DF -L #1 U.N.O. 3. 2X AND 3X RAFTERS SHALL BE DF -L #2 U.N.O. 4. 2X JOISTS SHALL BE DF -L #2 U.N.O. 5. CONCEALED BEAMS SHALL BE DF -L #2 6. EXPOSED BEAMS SHALL BE DF -L #1 APPEARANCE GRADE FOHC (4X6 AND LARGER) F.) NAILS: ALL NAILS SHALL BE COMMON U.N.O. WHERE EXPOSED TO WEATHER OR WITHIN 18" OF FOUNDATION, NAILS SHALL BE GALVANIZED. G.) BOLTS AND LAG SCREWS: BOLTS AND LAG SCREWS SHALL BE ASTM A-307 U.N.O. AND PROVIDED NEW AND WITHOUT EXCESSIVE RUST. H.) ALL HARDWARE CALLED SHALL BE SIMPSON STRONG TIE CO., OR ENGINEER APPROVED EQUIVELANT, INSTALLED PER MANUFACTURER'S RECOMMENDATIONS WITH ALL HOLES FILLED WITH RECOMMENDED FASTENERS I.) MANUFACTURED "I" JOISTS: MANUFACTURED I JOISTS (SUCH AS TRUSS JOISTS) SHALL BE INSTALLED PER THE MANUFACTURES RECOMMENDATIONS USING A DEFLECTION LIMIT OF U480 U.N.O. USE A MANUFACTURED 1-1/4" RIM BOARD (SUCH AS TIMBER STRAND) WITH ALL "I" JOISTS. USE A DOUBLE RIM OR 1 % LVL RIM AT ALL LOCATIONS WHERE LEDGERS ARE USED (SUCH AS DECK LEDGERS). 6-2 GENERAL FRAMING A.) MINIMUM NAILING: MINIMUM NAILING SHALL BE PER 1997 UBC TABLE 23 -II -B-1. B.) LARGER MEMBERS: ALL FRAMING MEMBERS SPECIFIED IN THESE CALCULATIONS ARE MINIMUMS, LARGER MEMBERS MAY BE SUBSTITUTED AT CONTRACTORS OPTION. C.) SHRINKAGE: CARE SHALL BE TAKEN TO ALLOW FOR EFFECTS OF SHRINKAGE WHICH COULD CAUSE SETTLEMENT OF ROOF AND OR FLOORS AND COULD LEAD TO FAILURE OF ASSOCIATED FRAMING MEMBERS. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT FRAMING FROM THE EFFECTS OF SHRINKAGE. 6-3 BEAM FRAMING A.) BUILT UP BEAMS: ALL BUILT UP, LAMINATED DOUBLE OR MULTIPLE 2X JOISTS AND BEAMS SHALL BE NAILED TOGETHER WITH 16d NAILS AT 6" O.C., T&B U.N.O. B.) DOUBLE JOISTS: PROVIDE DOUBLE FLOOR JOISTS UNDER PARTITION WALLS RUNNING PARALLEL TO JOIST SPAN AND UNDER ALL LOCATIONS WHERE TUBS MAY BE LOCATED. ADEQUATE SUPPORT SHALL BE PROVIDED FOR ALL OTHER EQUIPMENT OR FURNISHINGS WHICH MAY NOT BE SHOWN ON THE STRUCTURAL DRAWINGS INCLUDING BUT NOT LIMITED TO: HOT WATER HEATER, STOVE, REFRIGERATOR, OVEN, FIRE PLACE ENCLOSURES, WOOD BURNING STOVE, ETC... C.) BLOCKING: PROVIDE SOLID BLOCKING IN JOIST FRAMING ABOVE ALL SUPPORTS AND MIDSPAN OF JOISTS SPANNING GREATER -THAN 10'-0" VERTECH ENGINEERING PROJECT: 8/24/04 6-4 POSTS/TRIMMERS A.) ` SUPPORT: SUPPORT ALL UPPER LEVEL POSTS AND TRIMMERS IN LOWER LEVELS WITH EQUIVELANT FRAMING AND BLOCK OR OTHERWISE FRAME POSTS THROUGH FLOOR SYSTEMS. B.) WHERE POSTS WITH COLUMN CAPS OR BEARING PLATES ARE SPECIFIED, THE LOAD IS TO BE TRANSFERRED TO THE FOUNDATION BY VERTICAL GRAIN ONLY, U.N.O. 6-5 WALL FRAMING A.) DOUBLE TOP PLATE SPLICES: SPLICES AND JOINTS IN DOUBLE TOP PLATE OF STUD BEARING WALL SHALL OCCUR AT THE CENTER LINE OF SUPPORTING STUD TOP PLATE SPLICES OF STUD WALLS SHALL BE 48" LONG WITH (12) 16d SINKERS EACH SIDE OF EACH SPLICE U.N.O. WHERE SPLICE IS INTERUPTED, USE ST6224 STRAP U.N.D'—"--- B.) FIRE BLOCKS: FIRE BLOCK STUD WALLS AT MID -HEIGHT WHERE STUD LENGTH EXCEEDS 8'-0" C.) MIS -PLACED ANCHOR BOLTS: WHERE ANCHOR BOLTS HAVE BEEN INCORRECTLY PLACED, USE HILTI QWIK- BOLT II OF SAME DIAMETER WITH EMBEDMENT IN CONCRETE AND INSTALLATION PER MANUFACTURERS RECOMMENDATIONS AND CURRENT ICBO REPORT. D.) CRIPPLE WALLS: CRIPPLE WALLS SHALL BE A MINIMUM OF 14" IN HEIGHT. FOR LESSER HEIGHTS, STACK 2X PLATES (AND SHIM AS REQUIRED). E.) NOTCHED OR CUT STUDS: NOTCHED AND/OR CUT STUDS TO CLEAR ANCHOR BOLTS ARE NOT ALLOWED. STUDS SHALL HAVE FULL BEARING TO THE FOUNDATION PLATE. F.) LET -IN BRACES: LET IN BRACES SHALL NOT BE USED FOR TEMPORARY BRACING ON ANY WALL FRAME. STEEL'STRAPS WHICH DO NOT REQUIRE THE CUTTING OF STUDS ARE AN ACCEPTABLE ALTERNATIVE. 6-6 CONNECTIONS A.) HOLES FOR THROUGH BOLTS SHALL BE DRILLED 1/16" OVERSIZE. B.) ALL BOLTS, NUTS, AND LAG SCREWS SHALL BE PROVIDED WITH FLAT OR MALLEABLE WASHERS WHERE BEARING AGAINST WOOD. C.) ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED UPON INSTALLATION AND RE -TIGHTENED BEFORE CLOSING IN OR AT COMPLETION OF JOB. D.) . LAG SCREWS SHALL BE SCREWED, NOT DRIVEN, INTO PLACE. 7. DESIGN LOADS A) ALL DESIGN LOADS ARE PER UBC C 16, DIVISIONS I, II, III, AND IV U.N.O. B) ROOF LIVE LOAD/SNOW LOAD : OPS C) SEISMIC ZONE: 3 D) WIND SPEED: 75 MPH EXP B PROJECT � u 5 On ENGINEER AJ- DESIGN OF G��l VERTECH ENGINEERING I Lo PAGE 1 DATE a Lo 5ei �-ov-F . OL rcF;►�� 2 , S pi 2.S - Ctrs i y 9 cf- i l ung 2 , rn k s C-. moo �S L- . 40 -jrs vvo.l I OL AE Psi L L , 40 ps yl c, G �CASS . C-00F+0(oPSO+►opsc.) -4- C44O.�+2)(►,oI (►Copse +10ps-0—>22)C0�� P 1997_ UBC Wind Loads -13.5 VerTech Engineering -13.5 13.5 Partially Enclosed Slope <2:12 -15.2 (UBC CH16 DIV III) -17.7 2.12 to 7:12 -14.3 7.2 Project: Ferguson Residence -16.7 8.3- Date: 8/23/2004 Comments: -17.7 17.7 Elements and Components in areas of discontinuity Wall Corners -13.5 10.8 -14.5 11.6 Wind Speed: 75 mph Importance: 1 -24.0 Exposure: B -25:2 -27.1 >7:12 to 12:12 -14.3 0 One Story or Partially Enclosed Multi-StoryStructure -16.7 Slope <2:12 at overhangs, canopies -25.1 Primary Frame Elevation Elevation Elevation Method A 15 20 25 Windward Wall 7.2 7.8 8.3 Leeward Wall -4.5 -4.8 -5.2 Roof Leeward or Flat Roof -10.8 -11.6 -12.5 Windward Roof Slope <2:12 -10.8 -11.6 -12.5 2.12 to <9:12 -12.6 2.7 -13.6 2.9 -14.6 3.T- 9:12 to 12:12 3.6 3.9 4.2 >12:12 6.3 6.8 7.3 Wind Parallel to Ridge -10.8 -11.6 -12.5 Method B On Vertical Projected Area Structure <= 40' High 11.7 12.6 13.5 Structure >40' High 12.6 13.6 14.6 On Horizontal Projected Area -10.8 -11.6 -12.5 Elements and Components not in areas of discontinuity Wall Elements All structures 10.8 11.6 12.5 Enclosed and Unenclosed Structures -10.8 -11.6 -12.5 Partially Enclosed -14.3 -15.5 -16.7 Parapet Walls -11.7 11.7 -12.6 12.6 -13.5 13 5 Roof Elements Enclosed and Unenclosed Structures Slope <7:12 -11.7 -12.6 -13.5 7.12 to 12:12 -11.7 11.7 -12.6 12.6 -13.5 13.5 Partially Enclosed Slope <2:12 -15.2 -16.5 -17.7 2.12 to 7:12 -14.3 7.2 -15.5 7.8 -16.7 8.3- >7:12 to 12:12 -15.2 15.2 -16.5 16.5 -17.7 17.7 Elements and Components in areas of discontinuity Wall Corners -13.5 10.8 -14.5 11.6 -15.6 12.5 Roof Eaves, rakes or ridges without overhangs Slope <2:12 -20.6 -22.3 -24.0 2:12 to 7:12 -23.3 -25:2 -27.1 >7:12 to 12:12 -14.3 -15.5 -16.7 Slope <2:12 at overhangs, canopies -25.1 -27.1 -29.2 w 1997 UBC Static Seismic Forces VerTech Engineering Project: Ferguson Residence Date: Comments: 4.4 Units: Zone = 3 (If T<.7, Ft=O) Soil type = I SO Soil Profile Types I = 1 Importance Factor Table 16-K R = 5.5 Overstrength and Ductility Factor Table 16-N or 16-P Ca = '0.36 Seismic Coefficient Table .16-Q Cv = 0.54 Seismic Coefficient Table 16-R hn = 10 HEIGHT TO ROOF) Ct = 1 =.020 FOR ALL OTHERS TA = Ct(hn)°" —USE Max TB = 1.4"TA 4.4 VEQ = (Cv*I*W)/(R"T) 1.1 4.4 Ft = 0.07*T*V (If T<.7, Ft=O) T = 0.112 0.112 EQ: CvIIRT = 0.8730 0.8766 V/W: VEQ = 23.6 24 V: Ft = 0.00 MIN V MAX V —USE .11 *Ca*I 2.5*Ca*I/R 4.4 0.0396 0.1636 1.1 4.4 8/23/2004 Kips & Feet (UNO) SIMM KURF7.0 Mal I cu.vyo I ciu PROJECT FcG U �CXl VERTECH ENGINEERING ENGINEER AT DESIGN OF �a._.ca L i r�La\jm Lk PAGE --4 -4 DATE V 0 PROJECTP- C,CQt,A SOn VERTECH ENGINEERING PAGE ENGINEER AJ— DATE DESIGN OF La+c VV i In Loaf A- L3 ' ��► � Cfl���ll,�-�s-�� � SCo2 Ib Seg s A - 200 � 2 40+z 440010 t t,4 eD -G40 F+ 2 X40 -F-+ 2 4-x-0011 215c� S 1� y b40 -1F+--2 ( 4400 Ib 14c) 1b 1,4 2 _ 33co z � 1.4 e4 i 1 I PROJECT r�' �./(, 6 O ' PAGE VERTECH ENGINEERING ENGINEER AT DATE DESIGN OF LGA Loa8 S�,cvw,rnG►V- L.cx4-cA-cA I ri —_ C 1 6) sci syyN w C, C. tb) I cc-x+r 0 ZZ 4Cj Shear Wall Design Program VerTech Engineering Project: Ferguson Residence Date: Location: Units (UNO): Panel Thickness 3/8 Panel Orientation Short Dimension Across Studs Nail Type sd 12d 3 Anchor Bold Diam. 1/2 20d 5 Stud Spacing 16 in o.c. Spec Grav Of Framing 0.5 Panel Grade c D, Com, use 21-2, UBC 23-3 Fnd Sill Plate Grade DFL Hw AB in 2X Sill 620 AB in 3X Sill 730 Split Anchorage Index # Nail 1 10d 2 - 12d 3 16d 4 20d 5 30d 6 1/4" Screw 7 3/8" Screw 8 A35 9 A34 Shear Wall Design Edge Nail Alowable 4.5 Load 6 260 4, Note 1 380 3, Note 1 490 2, Note 1 640 44, Note 1 760 33, Note 1 980 22, Note 1 1280. Nail Length Diam Embed Cd NDSValue 3 0.148 1.50 0.84 118 3.25 0.148 1.75 0.99 118 3.5 0.162 2.00 1.00 141 4 0.192 2.50 1.00 170 4.5 0.207 3.00 1.00 186 0.25 2.00 1.00 220 0.375 3.00 1.00 400 SW Joint Fastening Fastener Cond A Cond B 2 7.1 0 2 4.9 0 2 3.8 0 2 2.9 0 4 ' 3.6 Note 2 4 2.8 Note 2 4 2.1 Note 2 i 8/23/04 lbs, in Value SW Joint Fastening 100 116 141 170 186 220 400 450 365 ! Fastener Cond A Cond B 8 20.8 0 8 14.2 0 8 11.0 0 8 8.4 0 8 7.1 Note 2 9 4.5 Note i 9 3.4 Note 2 1. Use 3X framing at adjacent panel edges and stagger nailing 2. Condition B fastening is the same as for single sided shear wall with same edge nailing i� AB Spacing (ft) 2X Sill 3X Sill 3.17 3.73 1.09 2.56 0.84 1.98 NG 1.52 NG 1.28 NG 0.99 NG 0.76 VerTech Engineering Project: Fp-Qt�otSorn Engineer: /,\,"t' Design of: Shear Walls Framina Page: Dater Panel Shear Walls Resistive A35 Sill Lateral Wall Attachment Attachment Load Length Length Length Load/ft Edge Nail Walll� Lft-I u L� Ib/ft 6n A 748 8 ,r 8 8 94 6" , B 2395 6.5 '01 6.5 6.5 368 _ 4"'� 1 2340 7�f 7 7 334 _ 2 1257 5 5 5 251 A 6" VerTech Engineering Project:;' Page: Engineer: Date: IF Design of: Shear Walls Stability Overturning. Overall Resistive Gravi OT OT Righting Net Length Length Load Height Moment Moment M/D Wall (ft) (M (iniftl M tf+_IKN tf -IM ilk\ A 8 8 300 8 5984 9600 -332 B 7 7 300 8 19160 6337.5 2070 1 7 7 150 8 18720 3675 2323 2 3 3 150 8 5028 468.75 1842 I2 0 ii5 Design of: Shear Walls Stabilit i , Wall A Segment Length ) 0 Segment OT MMT f bI 0 Rightinq MMT ft -Ib 0 Net M/D Height M-1 0 B 0 0 0 0 1 0 0 0 0 _ 2 0 0 0 0 PROJECT erica=C VERTECH ENGINEERING ENGINEER AJ - DESIGN OF Gt..C\j Q 0 r PAGE 14 DATE { I. l R i PROJECT" A�`� VERTECH ENGINEERING ENGINEER DESIGN OF►"..�t� �.� idc 12 PAGE I DATE e 2- -` -'b-= 2 a E -= 3.5 x ICD OF7342 � � 1 46',5116 g0psT SI_ 0 - 4110 -P -�b V/ - I(E'5241b EZ = --o.(,o x I(D c� 4 x -I DF -It PROJECT ENGINEER AJ VERTECH ENGINEERING DESIGN OF Urea i + Cbe inn S g4 Hc�odec 4 x-(, n F PAGE 1 LU DATE Tri 1rJ = -,bcoo t r 3� wa I I g5 NcG 2 344 -PI- -1b E1.= 2X101-o►b 4,x--�� 0 F- l Z( sh cd RGA- L ia ' —1 -24 t�1 - goo �'..-Ib 4S5(D ib E Z = �o� e)7 - PorC,v� d CIC L= O TIF 16 noc M = 4-21 -R-- I b ETA ICo2 xlO�lb-�r12 4x ►O OF*� 1 1q _ Beam Sizer Design Pro Program g g VerTech Engineering Project: Ferguson Addition Date: 8/23/2004 Location: B1 ❑ Valley Beam Slope of roof 6 :12 Select Beam Width 5.125 in Dead Load16 16 psf ❑ Round Member Live Load psf 24F -V4 Glu -Lam ❑ Horiz. Member TULL Defl. Criteria (U) 240 360 Fb' 2295 psi Length of Beam 20 ft Fv' 190 psi Width tributary to beam: 8 ft Unbraced Length 2 ft Height Required 13.1 in CID 1.00 CF ' 0.99 A Req'd 37 in^2 CM 1.00 Cv 0.96 S Req'd 121 in^3 Ct ' 1.00 Cfu 1.00 1 Req'd . 926 in^4 Cf 1.00 Cr 1.00 Controlling Design LL Deflection CH 1.00 Cc 1.00 CL 1.00 Fbe= 31974 le= 4.1 RB= 5.0 Fb*= 2377 Total Uniform Load 463 plf Mmax 23155 ft -Ib Vmax 4631 Ib ❑ Shear at d from face? - EI Req'd, 1728 *10^6 #-in^2 Beam Sizer Design Program g VerTech Engineering Project: Ferguson Addition Date: 8/23/2004 Location:. B2 ' ❑ valley Beam Slope of roof 6 :12 Select Beam Width 1.5 in Dead Load 16 psf j� ❑ Round Member Live Load 40 psf I Dimensional ❑ Horiz. Member TULL Defl. Criteria (U) 240 360 Fb' 1073 psi Length of Beam 8 ft „ Fv' 95 psi Width tributary to beam: 2 ft Unbraced Length 1 ft Height Required 6.4 in CD 1.00 CF 1.20 A Req'd 7 in^2 CM . 1.00 Cv 1.00 S Req'd 10 in^3 Ct 1.00 Cfu 1.00 1 Req'd 21 in^4 Cf 1.00 Cr 1.00 Controlling Design Bending CH 1.00 Cc 1.00 CIL 0.99 Fbe= 9912 le= 2.1 RB= 8.4 Fb•= 1080 Total Uniform Load 116 pif Mmax 926 ft -Ib Vmax 463 Ib ❑ Shear at d from face? EI Req'd 35 "10^6 #-in"2 4 Beam Design Program VerTech Engineering Project: Ferguson Addition Location: B3 Xp 2.5 ft Beam E 1700000 psi P 415 in^4 Seg Loc Stp 1 ft lllft Date: 8/23/04 41- Wu I, Lmaln Lcant R1 R2 LMAIN 5 ft ❑ Apply Special Seismic Load Cases? DL RLL Wu (psf) 16 0 Wt (pso 0 .0 P (lb) 1323 0 at Xp= 0.5 ft Section Loc 2.5 ft Beam E 1700000 psi Beam I 415 in^4 Seg Loc Stp 1 ft Size IT Step 0.5 in Deflection Live'Load Total Load Limit (U ) 360 240 Unbr. Len 2 ft Beam Width 3.5 in ' Beam Height 11.25 in DF -L #1 Dimensional CD 1.00 CM 1.00 Ct 1.00 CL 1.00 CF 1.10 Cv 1.00 Cfu 1.00 Ci 1.00 Cr 1.00 Cc 1.00 Cf 1.00 CH 1.00 Fb 668 psi Fb' 1096 psi TL Defl 0.03 in Allowable 0.25 in Active Section Location LCANTILEVER Min 0 ft ❑ Graph Values? 21 Beam Shear at d from face? FLL SL EQ WL 0 40 0 0 0 0 0 0 0 3308 0 0 Active Section Location LL Defl (in) -0.02 Envelope Max Min M (ft-lbf) 3992 1048 V (Ibf -119 -463 Deft (in) -0.01 -0.03 R1 (Ibf 6435 1672 R2 (Ibf) 2730 720 Cant' Defl (in) 0.00 0.00 LL Defl (in) -0.02 Envelope Notes: None Fv Max Min M (ft-lbf 4110 0 V (Ibf) 897 -1824 Defl (in) 0.00 -0.03 LL Defl (in) 0.00 -0.02 Notes: None Fv 69 psi Fv' 95 psi LL Defl 0.02 in Allowable 0.17 in ❑� Include Self Weight? Trib Width 16 ft 0 ft Check Beam Size Beam 20 Beam Sizer Design Program g VerTech Engineering Project:. Ferguson Addition Date: 8/23/2004 Location: B4 ` El Valley Beam Slope of roof 0 :12 Select Beam Width 3.5 in Dead Load 93 psf ❑ Round Member Live Load 120 psf DF -L #2 Dimensional ❑ Horiz. Member TULL Defl. Criteria '(L) 240 . 360 Fb' 1346 psi Length of Beam 5 ft Fv' 95 psi Width tributary to beam: 1 ft Unbraced Length 5 ft Height. Required 3.2 in Co 1:00 CF 1.50 A Req'd 8 in12 CM 1.00 Cv 1.00 S Req'd 6 in^3 Ct 1.00 Cfu 1.00 1 Req'd 7 in^4 Cf 1.00 Cr 1.00 Controlling Design Bending CH 1.00 Cc 1.00 CIL 1.00 Fbe= 24381 le= 9.2 RB= 5.4 Fb*= 1350 Total Uniform Load 213 plf Mmax 666 ft -Ib Vmax 533 Ib ❑ Shear at d from face? EI Req'd 12 *10"6 #-in^2 20 Beam Sizer Design Program VerTech Engineering Project: Ferguson Addition Date: 8/23/2004 Location: B5 Slope of roof Dead Load Live Load TULL' Defl. Criteria (Ln Length of Beam Width tributary to beam: Unbraced Length CD 1.00 CF CM a 1.00 Cv Ct 1.00 Cfu Cf. 1.00 Cr CH 1.00 Cc CL 1.00 Fbe= 24626 RB= 5.3 Total Uniform Load ; Mmaz Vmax EI Req'd le= Fb*= zi ❑ Valley Beam 6 :12 Select Beam Width 3.5 in 16 psf El Round Member 40 p sf DF -L #2 Dimensional � 9 Horiz. Member 240 360 Fb' 1167 psi 6 ft Fv' 95 psi 9 f 2 ft Height Required 7.1 in 1.30 A Req'd 25 in^2 1.00 S Req'd 24 in^3 1.00 1 Req'd 32 in^4 1.00 Controlling Design Shear 1.00 4.1 1170 521 pif 2344 ft -lb 1563 lb ❑ Shear at d from face? 52 *10^6 #-in^2 zi 2z t 0 Beam Sizer Design Program VerTech Engineering Project: Ferguson Addition Date: 8/23/2004 Location: B6 • ❑ Valley Beam Slope of roof 2 :12 Select Beam Width 1.5 in Dead Load16 psf —1 Round Member Live Load 40 psf DF -L #2 Dimensional ❑ Horiz. Member TULL Defl. Criteria (U) 240 360 Fb' 1074 psi Length of Beam 8 ft Fv' 95 psi Width tributary to beam: 2 ft Unbraced Length 1 ft Height Required 6.3 in CD 1.00 CF 1.20 A Req'd 7 in^2 'CM 1.00 Cv 1.00 S Req'd 10 in^3 Ct 1.00 Cfu 1.00 1 Req'd 17 in^4 Cf 1.00 Cr 1.00 Controlling Design Bending CH 1.00 Cc 1.00 CL 0.99 Fbe= 10058- le= 2.1 • RB= . :8.3 Fb*= 1080 Total Uniform Load 112 plf Mmax 900 ft -Ib Vmax 4501b ❑ Shear at d from face? EI Req'd 28 *10^6 #-in^2 t 0 Z3 F Beam. Sizer Design Program g VerTech Engineering Project: Ferguson Addition Date: 8/23/2004 Location: B7 ❑ Valley Beam Slope of roof 2 :12 Select Beam Width 3.5 in Dead Load r 16 psf ❑ Round Member Live Load 40 psf DFL #1 Dimensional ❑ Horiz. Member TULL Defl. Criteria (U) 240 360 Fb' 1197 psi Length of Beam 10 ft Fv' 95 psi Width tributary to beam: 6 ft Unbraced Length 2 ft Height Required 8.5 in CD 1.00 CF 1.20 A Req'd 27 in12 CM 1.00 CV 1.00 S Req'd 42 in13 Ct 1.00 Cfu 1.00 1 Req'd 89 in14 Cf 1.00 Cr 1.00 Controlling Design Bending CH 1.00 Cc 1.00 CL 1.00 Fbe= 21668 le= 4.1 . RB= 5.9 Fb*= 1200 Total Uniform Load 337 plf Mmax 4217 ft -Ib Vmax 1687 Ib ❑ Shear at d from face? EI Req'd 162 *10116 #-in"2 F Beam Sizer Design Program VerTech Engineering Project: Ferguson Addition Date: 8/24/2004 Location: Typical Floor Girder ❑ Valley Beam Slope of roof 0 :12 Select Beam Width 3.5 in Dead Load 15 psf ❑ Round Member Live LoadDFL 40 psf #1 Dimensional ❑✓ Horiz. Member TULL Defl. Criteria (U) 240 360 Fb' 1298 psi Length of Beam ' i 5 ft Fv' 95 psi Width tributary to beam: 8 ft Unbraced Length 1.33 ft Height Required 5.0 in CD 1.00 CF 1.30 A Req'd 17 in^2 Cm. 1.00 Cv 1.00 S Req'd 13 in^3 Ct 1.00 Cfu 1.00 1 Req'd 15 in^4 Cf 1.00 Cr 1.00 Controlling Design Shear CH 1.00 Cc 1.00 CI- 1.00 Fbe= 55907 le= 2.7 RB= 3.6 Fb*= 1300 Total Uniform Load 440 plf Mmax 1375 ft -Ib Vmax 1100 Ib ❑ Shear at d from face? EI Req'd 27 •10^6 #-in12 'Beam Sizer Design Program g VerTech Engineering Project: Ferguson Addition Date: 8/24/2004 Location: Typical. Floor Joist ❑ Valley Beam Slope of roof 0 :12 Select Beam Width 1.5 in Dead Load 15 psf El Round Member Live Load 40 sf P DFL #2 Dimensional ❑ Horiz. Member TULL Defl. Criteria -(U) 240 360 Fb' 1164 psi Length of Beam 8 ft Fv' 95 psi Width tributary to beam: 1.33 ft Unbraced Length 1 ft Height Required 4.9 in CID 1.00 CF 1.30 A Req'd 5 in^2 CM 1.00 Cv 1.00 S Req'd 6 in^3 Ct 1.00 Cfu 1.00 1 Req'd 11 in^4 Cf 1.00 Cr 1.00 Controlling Design Bending CH 1.00 Cc 1.00 CIL 1:00 Fbe= 12986 le= 2.1 RB= 7.3 Fb*= 1170 Total Uniform Load 73 plf Mmax _ 585 ft -Ib Vmax 293 Ib ❑ Shear at d from face? EI Req'd 18 *10^6 #-in^2 h { Beam Sizer Design Program rog ram VerTech Engineering Project: Ferguson Addition Date: 8/24/2004 Location: Typical Deck Joist ❑ Valley Beam Slope of roof 0 :12 Select Beam Width' 1.5 in Dead Load ' 15 psf ❑ Round Member Live Load 40 psf DFL #2 Dimensional ❑ Horiz. Member TULL Defl. Criteria (U) 240 360 Fb' 1074 psi Length of Beam . 10 ft Fv' 95 psi Width tributary to beam: 1.33 ft Unbraced Length 1 ft Height Required 6.4 in CD 1.00 CF 1.20 A Req'd 6 in^2 Cm. 1.00 Cv 1.00 S Req'd 10 in^3 Ct 1.00 Cfu 1.00 1 Req'd 21 in^4 Cf 1.00 Cr 1.00 Controlling Design Bending CH 1.00 Cc 1.00 CI- 0.99 Fbe= 9976 le= 2.1 RB= -8.4 Fb*= 1080 Total Uniform Load 73 pif Mmax 914 ft-lb Vmax . 366 Ib ❑ Shear at d from face? EI Req'd 36 *10^6 #-in^2 { Beam Sizer Design Program g VerTech Engineering Project: ' Ferguson Addition Date: 8/24/2004 Location: Typical Deck Girder ❑ valley Beam Slope of roof 0 :12 Select Beam Width 3.5 in Dead Load 15 psf ❑ Round Member Live LoadDFL 40 psf❑ #1 Dimensional Horiz. Member TULL Defl. Criteria,(U) 240 360 Fb' 1198 psi Length of Beam 10 ft Fv' 95 psi Width tributary to beam: 5 ft Unbraced Length 1.33 ft Height Required 7.7 in CD 1.00 CF 1.20 A Req'd 22 in^2 CM 1.00 Cv 1.00 S Req'd 34 in^3 Ct 1.00 Cfu 1.00 1 Req'd 73 in^4 Cf 1.00 Cr 1.00 Controlling Design Bending CH 1.00 Cc 1.00 CL 1.00 { Fbe= 36110 le= 2.7 RB= 4.5 Fb*= 1200 Total Uniform Load 275 plf Mmax 3438 ft -Ib Vmax 1375 Ib ❑Shear at d from face? EI Req'd 135 *1016 #-in^2 e Timber Column Design Values Per NDS 3.7 VerTech Engineering 4X DF-L(N) #1 Fc E d KCE c 1000 1600000 3.5 0.3 0.8 Stabilitv Reduction _Column Capacity (lbs) le (ft) Cp Fc' (psi) 4X4 4X6 4X8 4X10 4X12 5 0.83 829 10156 15960 21763 27567 33370 .6 0.73 733 8975 14104 19232 24361 29490 7 0.63` 625 7656 12031 16406 20781 25156 8 0.52 523 6409 10072 13734 17396 21059 9 0.44 436 5347 8402 11458 14513 17569 10 0.37 366 4484 7047 9609 12171 14734 11 0.31 310 3794 5961 8129 10297 12465 12 0.26 265 3241 5092 6944 8796 10648 13 0.23 228 2795 4392 5988 7585 9182 14 0.20 199 2432 3821 5211 6600 7990 15 0.17 174 2133 3352 4571 5790 7009 16' 0.15 154 1885 2963 4040 5117 6195 17 0.14 137 1678 2636 3595 4553 5512 18 0.12 123 1502 2360 3218 4077 4935 19 0.11 110 1352 2125 2897 3670 4443 20 0.10 100 1223 1922 2622 3321 4020 21 0.09 91 1112 1748 2383 3018 3654 22 0:08 83 1015 1595 2175 2755 3335 23 0.08. 76 930 1462 1993 2525 3057 24 0.07 70 856 1344 1833 2322 2811 25 0.06 64 789 1241 1692 2143 2594 26 0.06 60 731 1148 1566 1983 2401 27 0.06 55 678 1066 1453 1841 2228 28 0.05 52 631 992 1352 1713 2074 29 0.05 48 589 925 1262 1598 1935 30 0.04 45 551 865 1180 1494 1809 VerTech Engineering • Project: � � �,t..$ph Page: Engineer: i— Dater Design of: Floor Framing )orLoads DL= 15 psf -LL= 40 psf )or plywood: 3/4" TBG APA rated plywood or OSB equivalent. Apply face grain perpendicular to framing, stagger panels and nail with 8d @ 6" O.C. edge and 10 O.C. field. Edge nail at boundaries, drag members and at blocking over and under interior shear walls. )or Joists: Joists: Use manufactured "I" joists (such as Truss Joists), and install per manufacturers recommendations using U480 deflection criteria. Use manufactured rim board such as TimberStand with all "I" joists. Use a double rim board at all locations where ledgers are installed at the rim (such as deck ledgers). Sawn Joists: Sawn lumber joists shall be sized per UBC Table 23 -IV -J-1 using E < 1.6 UNO. i VerTech Engineering Project: FE' -q a CW"11 Page: Engineer: Date: Design of: Roof Framing Roof Loads DL= 16 psf SL= 40 psf Roof plywood: 5/8" CDX APA rated (32/16) plywood or OSB equivalent. Apply face grain perpendicular to framing, stagger panels and •nail with 8d @ 6" O.C. edge and 12" O.C. field. Edge nail at gable end trusse,.drag trusses, frieze blocking and all supported edges. In a 2x6 wall provide a stud directly under each reaction greater than 2250#. In a 2x4 wall provide a stud directly under each reaction greater than 1350#. Rafters: Live Load = 40 psf Dead Load = 16 psf Total Load = 56 psf Typical Headers (uno) Use 4X12 DF#1 use (2) trimmers min. at all openings larger than 4'-0". J 30 J VerTech Engineering Project: F r U 90d'1 Page: Engineer: Date: Ca Design of: Foundations Soil Bearing: 1000 psf Concrete stem wall (Non -retaining): (fc'=2500 psi) 8" wide with (1) #4 continuous at top of wall and #4 at 18" O.C. full height. Provide #4 at 18" O.C. vertical developed by hook into footing, U.N.O. Masonry stem wall (Non -retaining): 8" solid grouted (fm = 1500 psi) with #4 at 24" O.C. each way. Continuous footings: (fc' = 2500 psi) Width Thickness Ca I Reinforcing 12 '12 1000 (2) #4 cont. 15 12 . 1250 (2) #4 cont. 18 12 1500 (3) #4 cont. 24 12 2000 (3) #4 cont. 30 12 r 2500 (4) #4 cont. Spread Footings:(fc'=2500 psi) Reinforcing Cao. Connnector Label Size Thickness Ea Wav Kips Simpson F1 1'-0" Sq. 12 (1) #4 1 PB F1.5 1'-6" Sq. 12 (2) #4 2.25 PB F2 2'-0" Sq. 12 (3) #4 4 PB F2.5 2'-6" Sq. 12 (4) #4 6.25 Pb F3 3'-0" Sq. 12 (4) #4 9 CB F3.5 3'-6" Sq. 12 (5) #4 12.25 CB F4- 4'-0" Sq. 12 (5) #4 16 CB F4.5 4'-6" Sq. 12 (6) #4 20.25 CB F5 5'-0" Sq. 12 (7) #4 25 CB F5.5 5'-6" Sq. 12 (5) #5 30.25 CB F6 6'-0" Sq. 18 (8) #5 36 CB F6.5 61-6" Sq' 18 (9) #5 42.25 CB Note: Bottom of each footing shall be at least 12" below finished grade or as per local requirements PF,�ipyi-p, COUNTY AUG 3 0 2004 DEVELOPWNT BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School Disbict Building Department No. A.P. Number 0(oq-00-olo Jurisdiction: city County Property Owner C 0 I I in Property Location/Address Subdivision Lot No. ............................... ..................................................................... Residential Development Q Q Sq. Footage 5 0 No of Living Mobile.Home Addition/ *Supplemental to (Group R) Units Installation Conversion permit # ..*(No foundation Inspeclion) ................. ........................................................................... . ... Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Commercial/industrial 0 Q Sq. Footage Now Addition Building-Departmeht Representative No. ..1 -11' . (Street A-ddr (City) .School District certifies that 01 has complied with the requirements of Resolution No. representing CJ square feet. School District Representative Paid by Check # Remarks: (State) JAB 2926 JFULL MMG-ATION (including Exterior Roofed Areas) Date (AppliZ9 (Phone Number) (Zip Code) by paymento of $ Date Notice: You may protest do Imposlition of the few Identified above by subs ting a written protest to the District, In compliance with Qovsrrunant Code Section 66020(a), within 90 days from On date fen are paid. Failure to submit a timely written pro" *1111'proldtift you from challenging the Imposition of the fees in any court sctk;i. 11, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District Is rnotlllsd by'the alipli " Local Planning Agency that this project Is being nrvIr&vd under the Callforrite Environmental Quality Act (CEQA). this project maybe subject to additional school fees to fully nifthialle,125 Impad on the school disb1cft ad White (applicant), Yellow (building department), Pink (school district) feeform.)ft (10/03)dm.m Building Permit Number: D Y— 18S LI Owner Name: Residential Construction Requirements IMPORTANT This set of plans and specifications MUST be kept on the job site at all times and it is unlawful ,to make any changes or alterations on same without written permission from the Building Division, County of Butte. All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 2001 California Building Code (2001 U.B.C), 2000 California Plumbing Code ( 2000 U.P.C.), 2000 California Mechanical Code (2000 U.M.C.) and the 1999 California Electrical Code (1999 N.E.C.) COMPLY WITH ITEMS CHECKED BELOW You± parcel lies within a designated 100 -year flood plain. Finish floor, electrical,. H.V.A.C: equipment and services shall be a minimum of one foot above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate ` will also be required Note: We will normally accept the following as compliance with the flood elevation requirements: 1. Building is anchored to concrete stemwall system with conventional anchor bolts. 2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24" above grade, or engineered design required). 3. Electrical, heating, ventilation, plumbing and air conditioning equipment and facilities located above the plate. 4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total net area of not less than 1 square inch for every square foot of enclosed area. 5. The bottom of the openings shall be no higher than 1 foot above grade. 6. The openings may be screened or covered with other devices that will permit automatic entry and exit of floodwater. Page 2of 2 Building Permit Number: d q — f gS - 4 Owner Name: ' r Parcel Gies within the State_ Responsibility Area (SRA). Comply with attached requirements. Fire sprinklers are required in this structure. The following parcel map requirements shall be met: All structures and eclWpment including overhangs shall be clear of all easements. A setback of6b Wlfek from the side and 0 SfPeet from the rear property lines and 20 feet (25 feet if Federal Aid Route) from the edge of the right of way shall be clear of structures and equipment except for a 2 foot overhang. Expansive soil may be encountered on this site. This condition may require the foundation to be designed by a California registered engineer or licensed architect. f LONGFELLOw-LuMBE'R O. INC. Quality Truss Design • Roof & Floor Systems 89 Loren Avenue Chico, CA 95928-7434 Phone (530) 893-01.12 9 (800) 678-0112 . Fax (530) 893-0140 .E -Mail: trusses@longfellowlumber.com C -20E (Rev. 3/03) 2 y%b l Customer: Colin Ferguson Job No: 21'-4" x 22W Garage (LEIC0825) ENGINEER Address: 6198 Leicester Dr. (off colter) Mitek Industries, Inc. Redong (Ray) Yu 7777 Greenback Lane, Suite 109 Citrus Heights, CA 95610 Magalla (916) 676-1900 APPROVED INSPECTION AGENCY Timber Products Inspection, Inc. - AP#: 064040-010 P.O. Box 20455 Portland, OR 97220 (503) 254-0204 C -20E (Rev. 3/03) 0 4 N W W T -o-o �0 >C M z Longfellow Lumber Co. Inc. 89 Loren Ave. Colin Ferguson Ferguson / Garage Chico, Ca 95928 Job Name: 21'4" x 22' Garage Address: 6198 Leicester Dr. Job: City: Magalia LEIC25 l.. U08 Phone: 530-893-0112 Fax: 530-893-0140 Phone: file 1—d— NMDr&Uob.%LE1Q82A Scale: 1 : 96 5W8/25/2004 Drawn By: DMH di. ,, Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION " Failure to Follow Could Cause Property 3 *Center plate on joint unless x, y offsets are indicated. Dimensions are in ft -in -sixteenths. Ib-4-8Damage dimensions shown in ft -in -sixteenths or Personal Injury, Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. and securely seat. diagonal or X -bracing, is always required. See BCSII . 1/16. 2. Never exceed the design loading shown and never 1 2 3 stack materials on inadequately braced trusses. TOP CHORDS C1-2 C2-3 4 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and o WEBS �a4 all other interested parties. For 4 x 2 orientation, locate 1: �+�� p 4. Cut members to bear tightly against each other. plates 0-1/16' from outside U >° e M a- " U 5. Place plates on each face of truss at each edge of truss. 0CL joint and embed fully. Knots and wane at joint c7a cd7 CS -6O ~ locations are regulated by ANSI/TPI I I. - BOTTOM CHORDS *This symbol indicates the required direction of slots in 8 7 6 5 b. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI I I. Plate location ti "on details available in MiTek 20/20 7. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. software upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for PLATE SIZE THE LEFT. use with fire retardant or preservative treated lumber. The first dimension is the width 4 4 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 9. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to x perpendicular to slots. Second comber for dead load deflection. dimension is the length parallel to slots. 10. Plate type, size, orientation and location dimensions LATERAL BRACING CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. 11. Lumber used shall be of the species and size, and Indicated by symbol shown and/or BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 in all respects, equal to or better than that by text in the bracing section of the specified. output. Use T, I or Eliminator bracing if indicated. ICBO 4922, 5243, 5363, 3907 12. Top chords must be sheathed or purlins provided at spacing shown on design. BEARING SBCCI 9667, 9730, 96048, 951 1, 9432A 13. Bottom chords require lateral bracing at 10 ff. spacing, or less, if no ceiling is installed, unless otherwise noted. Indicates location where bearings (supports) occur. Icons vary but 14. Connections not shown are the responsibility of others. reaction section indicates joint __® -- number where bearings occur. 15. Do not cut or alter truss member or plate without prior approval of a professional engineer. Industry Standards: ® M i 16. Install and load vertically unless indicated otherwise. ANSI/TPII : National Design Specification for Metal LT ek Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSII : Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet. MII-7473 © 2004 MiTek® Job Truss Truss Type Qty PlyFerguson /Garage (loc) I/deft L/d PLATES GRIP TCLL 38.5 R1335922 LEIC0825 Al FINK 1 10 1 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.15 Job Reference (optional) —nyieoww —morn s u.. Inc., unlco, ud. wovzo-l9J% COG ulea a 6.000 s Jun 17 2004 MiTek Industries, Inc. Wed Aug 2512:32:46 2004 Page 1 1 -1-4-0 I 5-7.4 I 10.8-0 1 15.8.12 1 21-4-0 1 22.8.0 1-4-0 5-7.4 5.0.12 5-0-12 5-7-4 1.4.0 Scale = 1:40.4 4x4 = 4 3x8 = " - 3x8 = 3x4 = 3x4 = 3x4 = 7-3-8 14-0-8 21-4.0 7-3.8 6-9-1 7-3-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 38.5 Plates Increase 1.15 TC 0.52 Vert(LL) -0.07 10 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.40 Vert(TL) -0.13 8-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(TL) 0.04 6 n/a n/a BCDL 7.0 Code UBC97/ANSI95 (Simplified) Weight: 90 lb LUMBER TOP CHORD 2 X 4 DF No.1&Btr G BOT CHORD 2 X 4 DF No.1&Btr G WEBS 2X4DFStd G BRACING TOP CHORD Sheathed or 4-5-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS size) 2=1311/0-3-8,6=1311/0-M170/0 MaI ���� ®�� r Max Horz2=-17(load case 5) , Max Uplift2=-17(load case 7), 6=17(load case 7) Max Grav2=1375(load case 2), 6=1375(load case 3) ,I f I L D I N G ®E P A RT'� E. FORCES (lb) - Maximum Compression/Maximum Tension J �J 9 ®�.1 /��� 1��jp( fY1 g,. TOP CHORD 1-2=0/50, 2-3=1855/0, 3-4=1584/44, 4-5=1584/44, 5-6=1855/0, 6-7=0150 f B 1Y w BOT CHORD 2-10=0/1645, 9-10=0/1128, 8-9=0/1128, 6-8=0/1645 vd ® � WEBS 3-10=-522/11, 4-10=-31/636, 4-8=31/636, 5-8=-522/11 NOTES 1) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 22 ft by 21 It with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Roof design load is based on 55.0 psf ground snow load; normal terrain, exposure factor 0.7; and normal structure, importance factor 1.0. 3) Unbalanced snow loads have been considered for this design. 4) Overhang has been design for 2.00 times live load + dead load. r 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) A plate rating reduction of 204/o has been applied for the green lumber members. LOAD CASE(S) Standard r t ® WARMNO - 7er(/y design pamrrworrs and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE AW -7473 BEFORE USE. Design valid for use only with MTek connectors. This design is based only upon parameters shown. and Is for on indlAdual building component. Applicability of design paromenters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction Is the responslbillity of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control. storcge, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component Safety Information available from Truss Plate Institute. 583 D'Onofrio OrIve, Madison. WI 53719. 4 /O oFESS/p q S R Boo,' N6. C66424 *� EXP. 6-30-06 s� c(V(� �� -0FCP".1Fso/ August 26,2004 7777 Greenback Lane suite 109 Citrus Heights, CA, 95610 MiTek® • 2'-811 MIN. FIN. ' CXADE I L J 2 (2) 2"X XP PLATE WKEK 2"X 5XV RZ. IM017. a ffATHNG JOINS (OKIENf FACE X 5fAIHNO) APA KA1EV 5HEAININ6 3/ 8" NUN. AM EV fO ONE FACE. NAS. WIM 8d COMMON OR CKV."NAL5 a 6" O.C. AIZW WCE5. AV 121, OC. W FEW VOLV .E 5W5 Af COKNEU MV CGMK51KK NI1f5 & WA5 U5 MIN. 1/ 2" OAA. M1C}a 0af5 WIM I" MIN. EMBEDMENf HOlAOWN WFiH 1800# MIN. CADAM (51MF50N W2A. W9A, 0K WA WI1H 5519 ANCHOR Oaf 50V A5 MOIXV FM HOLVOWM) 2"X 5LL PLATE 2'—An UM -- --------------------------------------- — --------------- ---- --------------------------------------------------------------------------------� ALTERNA TE BRACED WALL PANEL NOTES: 1. For use in garage wall where due to location of overhead doors, a 4'- 0" lateral panel can not be provided. 2. 1 #4 Rebar, continuous at top and bottom of stemwall. Additional rebar may be required by manufacture of holdown. 3. Stemwall and footing must extend under garage door opening. 4. In the first story of a two - story building, each braced wall panel shall be in accordance with the details shown. Except that the plywood sheathing shall be provided on both faces and tie - down device uplift capacity shall not be less than 3000. pounds. Nailing to be staggered for sheathing, applied to both faces. 5. Alternate Braced Wall Panel's cannot be used on the second floor of two - story buildings (U.B.C. 2326.11.4). For Single Story Builder (With noted modifications for two story buildings) g = ti E. COU ii ,i 11 1 I i, H I -4 all II II II ,I tl to t II I 1 EO EO EO -- --------------------------------------- — --------------- ---- --------------------------------------------------------------------------------� ALTERNA TE BRACED WALL PANEL NOTES: 1. For use in garage wall where due to location of overhead doors, a 4'- 0" lateral panel can not be provided. 2. 1 #4 Rebar, continuous at top and bottom of stemwall. Additional rebar may be required by manufacture of holdown. 3. Stemwall and footing must extend under garage door opening. 4. In the first story of a two - story building, each braced wall panel shall be in accordance with the details shown. Except that the plywood sheathing shall be provided on both faces and tie - down device uplift capacity shall not be less than 3000. pounds. Nailing to be staggered for sheathing, applied to both faces. 5. Alternate Braced Wall Panel's cannot be used on the second floor of two - story buildings (U.B.C. 2326.11.4). For Single Story Builder (With noted modifications for two story buildings) g = ti E. COU CDF FIRE SAFE REQUIREMENTS 064-040-010 BP -04-1854 Ferguson AP# PERMIT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. [X] 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures, and to assure continued avail -ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provided for by the land owner. Driveway Standards [X] 1273.02 Surface. All driveway surfaces and structures 1273.07 (bridges, culverts and other appurtenant structures which supplement the roadway bed or shoulders) shall provided unobstructed access to conventional drive vehicles, including sedans and fire apparatus weighing up to 40,000 pounds. [X] 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius [X] 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of 4 feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100-200 feet. [X] 2. the length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. [X] 1273.05 Tumarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [X] 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. [X] 1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. [X] 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. 1273.11 Gates [X] 1. Gate entrances shall be at least two feet wider than the roadway it serves. 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on the roadway. 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. 1 CDF FIRE SAFE REQUIREMENTS 064040-010 BP -04-1854 Ferguson AP# PERMIT # NAME Fuel Modification 1276.01 Setback for Structure Defensible Space All parcels 1 acre and larger shall provide a minimum 30 foot setback for buildings and accessory buildings from all property lines and/or the center of the road. [X] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See other requirements below. [X] 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction or final inspection of a building permit. Other Requirements [ ]' If Building Setback is 15 to 30 Feet: Class A or B roof Enclosed Eaves [X] If Building Setback is Less Than 15 Feet — Class A or B roof with enclosed Eaves and: Choose any 2 of the following: Metal or no doors on side toward property line with insufficient setback Interior automatic sprinkler system per NFPA 13D Glass area not to exceed 10% of wall area toward property line with insufficient setback Siding from the following list: Stucco — 3 coat Hardi-Board or Plank Masonry Masonry Veneer Metal Other Butte county Fire Department approved materials Date Sig 2 SITE PLAN REVIEW APPLICATION t ,l Date: �j l I AP# Permit Number (if applicable) ?) (EDI Owners Name: FORMATION Parcel Size: 67� 6?a60y-? Owners Address: Telephone No.: Situs' Address: .� v Ce(�07- fVq, C/- L,06V c�7 Proposed Use: Residential ❑ New Single Family Residential ❑ Single Family Addition ❑ Single Family Remodel ❑ Mobile Home Residential Accessory— adc1, 400'»'11 a Gk ❑ Permanent Second Dwelling v a Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer, ❑ Multi -family Non-residential - F-1 New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved By Date / r ky Page 1 of 5 4 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: V 9f Snow Load Area: f0 3d00 ' ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) Expansive Soils (Test for expansive soils and if verified proper foundation design required) P?(./6� Aa/l e SRA - (CDF to determine specific requirements) h ❑ 100 -Year Flood Plain: (See -attached) • Flood Zone: • Flood Panel No.: 06607Cv' t%0• Index Date: � Q� ❑ Sacramento River Reclamation District (Approval must be obtained from the Ca ifornia Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance - --------------------------------------------------------------------------------- ----------- ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: k _ t Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front � , � � Side Side Street Rear Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Applicable Development Fees: Standard Fees ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other . Amount Formula ------------------------------------------------------------------------------------=------------------------------------ Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By ❑ Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:[] No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 K Subdivision Map/Parcel Map: Map Date of Recording: Olt -51-71 Lot: I// ❑ Use Permit/Minor Use Permit Permit Number: Book: ' 3 Date of Approval: ax�-Vj *-/2 Page: 6721 — --V Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development.. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for roa El Paee 4 of 5 Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CALarryslBuilding Permit Site Plan Reviewl.doc Page 5 of 5 SITE PLAN REVIEW APPLICATION Date: U �' AP# (Y(Gq Permit Number (if applicable) r) 'f % Q Ci ✓�� Owners Name: Owners Address: Telephone No.: Situs Address: Proposed Use: Parcel Size: �lJ-1 7,2-6 V sm Residential . ❑ New Single Family Residential dL_e,,, cl� , �-y ❑ Single Family Addition ❑ Single Family Remodel ❑ Mobile Home 0 Residential Accessory.— F-1 ccessory❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial. Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well DO NOT WRITE BELOW THIS LINE DEVELOPMENT SER VICES INFORMATION (For Staff Use) Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved By , Date ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: 9f Snow Load Area: • cZ GO P- ie 3W O �r . ❑ -Land Conservation' Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) Expansive Soils (Test for expansive soils and if verified proper foundation design required) X17 Ot,�Z/l u SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Pe t lain: (See • Flood Zone: • Flood Panel No.:I�C07CC� `feJGYC- Index Date: Ccs ❑ Sacramento River Reclamation District (Approval must be obtained from the Ca fifonia Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ❑ Detached Building Use Form ❑ Encroachment -Permit —~ ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: _ Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front r � � Side Side Street Rear Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Applicable Development Fees: Standard Fees Amount ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑' NCSP/CSA 87 ❑ Chico Urban Area - Road ❑ Thermalito. Impact = ❑ Other Formula ---------------------------------------------- ----------------------------------------------------------------------- Subdivision Map Special Fees ❑ - Water Tender - � - F] Road Improvement ❑ North Oroville Area Other (per map) Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of . the building permit. Parcel Created By ❑ Deeds: - Date of Creation:. Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies -with County Standards for Deed Creation:❑ No ❑ Yes Comments: • ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel '❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Subdivision Map/Parcel Map: fF. Map Date of Recording: Lot: f/ ❑ Use Permit& inor Use Permit Permit Number: Book: " Date of Approval: Page: ,)I --- 2- 7 Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 d". ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must "be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development.. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for roa EJ Paize 4 of 5 , El Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CALarrys\Building Pemut Site Plan Reviewl.doc V3'00.143 MR 9 1 adw IllaaH Ie3uawuoalnu3 I7a/� �a3odo��/ G3AO2lddV -Proposed A; Garage: — 20 VI . _I Floor.plansfor: proposed atlditional,roorn antl gar. - c.8 e! aracale! V Colin and Gh,ristieferguson 61T Leicester Drive'., Magalia CA 99954 (�0)=873=6720 - Manch 16, 2004 �te.�fec� UV'ith a Tri-�d Co��y a.i �m�ttD.1��� It. f 4, OWNER -]BUILDER '6 EwFiCA.TIO Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is. received 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement :'YES 0" NO ❑ 2. I HAVE ❑ HAVE NOT ❑ signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: 1,: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, bud I have hired the following person to coordinate, supervise, and providg the maior work: ADDRESS: ��cTry:114 PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME- ADDRESS PRONE TYPE OF WORK SIGNED: PROPERTYOWNER: SOCIAL. SE ER:_ � DATE: O Q NOM- This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and -returned to our office before we are permitted to issue the permit: OVER OWNER BUILDER INFORMATION Dear Property Owner. O.B.- I An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party ofrecord on such a permit Building permits are not required to tie signed by property owners unless they are personally performing their own work- If your work is being performed by someone other than yoursel>y you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection; ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $300 or more for the. entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. 0 If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workan workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not cavy out these obligations, and these risks are especially serious with respect to worker's compensation insurance. For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, ifyou wish, the U.S. Small Business Administration). For more specific information about your. obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a. licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building pemzft, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "OBuilder Verification" on the reverse side of this form so that we can confirm that you are aware wner are of these matters, The building permit will not be issued until the verification is returned rely, lvfic 1 C. Vi ira, C.B.O. M ger, Building Inspection NOTE. This Owner Bullder.&for wdan is required by Section.19S30 of the California Health and Safety Code OVER ..0.09 0001 '91 40JeW OZ gue-(069) V9696 b0 811 M 86 anup aa�saoi .1 96L9 uosn6aaj allsla40 pue u1100 .UL =..ale3S 86eae6 pue wool jeuolilppe pasodoid aoj sued aooi j ..o, 0z ----.j s6eje0 pasodoad APPROVED Butt�Coyhty ron n Health Environmental Heaitt, MAR 16 2004 Chico, CA National Pollutant Discharge Elimination System (NPDES) Phase II Construction -Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN 1 ACREl Project Title! By signing below, I, the project owner/owner's agent, certify that I am aware that a construction project that disturbs 1 acre or more of land requires a Construction Storm Water Permit from the State Water Resources Control Board and that it is my responsibility to submit a Notice of Intent (N.O.I.), a Storm Water Pollution Prevention Plan (SWPPP), and a check for $700.00 made payable to the State. Water Resources Control Board to obtain such a permit if my project disturbs 1 acre or more of land. I, further, certify that this project will not disturb 1 acre or more of land. I am aware that submitting false and/or inaccurate information may result in revocation of grading and/or other_p or other sanctions provided by law. Signed: Title: Date: Q) 1 7S66-7-7 -4-N ,P,E,M PERMIT NO. .v PERMIT EXPIRES James DeYoung �'OWNER CONTR. owner " LOCATION (A.P. 64-04-10 ) 95 Leicester Dr., lot 111, PP#12, Maga.. lnr�r� I � 1 7S66-7-7 -4-N ,P,E,M PERMIT NO. PERMIT EXPIRES James DeYoung �'OWNER CONTR. owner " LOCATION (A.P. 64-04-10 ) 95 Leicester Dr., lot 111, PP#12, Maga.. lnr�r� I � t L� r i Temp. Power Pole Called Temp.E�yyYec. Serv. (% i <i al TemplGas Serv. Called PG&E J )NALED Ij r (Date) Si natur � n Setback Forms Main EII Slab Piers Garage :,Footings Stemwall :. --Slab 'Carport Footings Slab Patio Footings Masonry Walls Reinf. Steel Framir Stucco Mesl Scra Interior Lath Water Piping OBm�L Water Piping a COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS BUILDING INSPECTIDN•REC-ORD BUILDI 4 BUILDING (Cont'd) .. PLUMBING '! ( --2 g Firewall Soil PI In V / Parapets P 9 1st Floor Restroom Finn h 2nd Floor Windows 3rd Floor ` Siding To out Roof Sheathing D - 6Ll Water Piping'; Roofing - Sewer • Fdn. Vents Fixtures Garage Vents Insulation Water Htr. Heaters .. + Prov. for physically + s. •. :' handicapped Conformance of a structure Appliances Gas Piping & Test emp. Gas Final ��' ETtation FIREPLACE Final ( / G I nroat 7 It 7-1 �- Final r FIRE SPRINKLEF Test Final MECHANICAL Heatin Cooling Ducts Ventilation Final C TIES ------- ------ --- Elec_ Service. Sewer ILLATION -------------Support • Drainage DATE REMARKS OR CORRECTIONS_ 1i�0. I 6x-- ,311 Va arr not Fix Grd. Fault Prot. SerVlcer_,__ZIA 'Temp. Pole Underground Permanent Final Elec. Pedestal Gas Piping Elec. Continuity Gas Piping .7 EGTRICAL (NOTE: An entry must be made on this form each time you visit the job site.) z) �. r IJ. Ole �d C'�✓E!I� G✓Ct l lA��. �%�GL7l�� •f� .�OffS� ZO �1$ �C/P . . 15 _TO S d JAW k* RESIDENTIAL s. ENERGY CONSERVATION STANDARDS CONSTRUCTION COMPLIANCE CERTIFICATE THIS IS TO CERTIFY THAT ENERGY CONSERVATION REQUIREMENTS HAVE BEEN INSTALLED IN CONFORMANCE WITH CURRENT ENERGY CONSERVATION REGULATIONS AT q K L Ier— sr f (location) -BUILDING PERMIT NO. A;P. NO. ' 4 THE FOLLOWING HAVE BEEN INSTALLED AS PER APPROVED PLANS: (Check each item or write N/A if not applicable) INSULATION: ,/ GLAZING: Slab Edge Single Glazed Fdn. Walls 147 Special (Insulated) -- Floors 3CERT. & LABELED WDS. Walls —I 0,-,G. a4_ & SLIDING DRS. � Ceiling/RoofWEATHERSTRIPPED DRS. Ducts 4Z. BACK DAMPERED FANS ✓ (,'r Circulating Pipes "�' INTERMITTENT IGNITION DEVICES Af 4 APPROVED HEATER CERT. APPLIANCES APPROVED WTR. HTR._ • _.tea=-'.._ :- ''�`;�:,,'---, ..�. _._..._ --. _ - r _ i , 1 • I DECLARE THAT ALL REQUIRED ITEMS AS NOTED ABOVE HAVE BEEN INSTALLED IN ACCORDANCE WITH THE ENERGY CONSERVATION REQUIREMENTS AND AGREE TO THE COMPLETENESS OF THIS CERT IF ICATE AS SU ITTED. Insulation Applicator Name (���� s2E/l Signature -of lease print)_ Insulation Applicator �lJ State Contractors License No. `� x -lo 24 General Contractor/Owner Name JA M P6 Ye I/ N Signature of (please print) General Contractor/Owner Date Sta Contractors Li ense No. N I THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION AND SHALL BE POSTED IN A CONSPICUOUS LOCATION WITHIN THE DWELLING. , It COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS A --a 7 County Center Drive - Orovi Ile, California 95965 Telephone: 534-4541 APPLICATION AND PERMIT l authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. W 4Date tz Signature of Permitee r Agent Receipt No. �Ic White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte o ty Code and/or resolutions to do work indicated above fo whi h fees have been paid. t\ IRECTOR OF PUBLIC WORKS Bu BUILDING Owner `1 A0C-5 es \tooL)G SQ. FT. OCC. BUILDING VALUATION Mailing Address *� Z'�2 14� CA � Tele hlno�5 Contractor OW Ne -P— Mailing Address Fireplace Total Valuation Telephone No. Permit Fee fAz 5fou Building Address 95 LE/CGST&_rz Plan Checking F a&/or Penalty Permit Fee .00 1,27, ICE PLUMBING No.1 @ FEE PERMIT FILING FEE $3.00 Each Trap 1.50 Pp /2 W_ r-tl1) 1 4 Repair drainage or vent piping 1.50 I A. P. No. ' Zoning& Planning Water piping 1.50 Each gas water heater or vent 1.50 F VS %rriml'Off Fire Dept. Fire Zone Use Permit Gas piping system 1 - 5 outlets 1.50 EQA Parking Plans Parcel Declaration Parcel Map 60' R/W Improvements Each additional outlet .30 Building sewer 5.00 i -TT-IR E—d Parcel Approval Plans Approval Lawn sprinkler system 2.00 NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER L=1) Permit Fee $ $ QST eu&,)A ., 09 �I f ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 00V OR LE Main service 100 AMP ORSLESS 5.00 Single Family Duplex ❑ Mobil Home ❑ Others ❑ Main service EA. ADD'L 100 AMP 2.50 Main service OVER 600V 25,00 100 AMP OR LESS Main service EA. ADD'L 100 AMP 1.00 NEW CONST.( OR ADDNS. ACCLBLDGS.LING CCUP. Y� 2¢sgft CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: NEW CONSTR BRANCH CIRCUITS) NON-RESID. (, BRANCH CIRCUITS 2.50ea NEW CONSTR. (POWER APPARATUS e NON -RES,D. SINGLE OUTLET CIR. EX. OCcuD(OUTLETS OR FIXTURES) BAL �1 FIXED APPLNS. OR Ex. Occup. OUTLETS (RESID.) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No. Classification Misc. Wiring 6.25 RrI am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. ®I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner iso as to become subject to the Workmen's Compensation Laws of California. MECHANICAL N0.1 @ I FEEPERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 1 1 2.00 Permit Fee $ $ 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby Land Development Fee $ TOTAL PERMIT FEE $ authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. W 4Date tz Signature of Permitee r Agent Receipt No. �Ic White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte o ty Code and/or resolutions to do work indicated above fo whi h fees have been paid. t\ IRECTOR OF PUBLIC WORKS Bu COUNTY OF BUT -TP - DEPARTMENT OF PU13LIC WORKS 7 Coenty Center Drive - Oroville, California 95965 .Telephone: 534-451 APPLICATION AND PERMIT auu luIiac Iupicacn iau vca uI urc wwny uI ouuc to enter upun me above-mentioned property for inspection purposes. VAoo XA Signature of Permitee or ant eeceiPt N./,&Z/ // White-D.yV,5;4el-, sor — 4F!5' Date 7-/Z - nz // e�39 rL96)or—1oldenrodAppli 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. ! ( DIRE F PUBLIC WORKS l r� Date�'�7-7 p Iding permit expires Date 7' z7 — 7 ci 0 BUILDING OwnerSQ. fii-/`/l CS U FCG► FT. OCC. BUILDING VALUATION 5:rJf 00 Mailing Address 0 ^off OU ,. r (s Telephone No. � w O Contractor –n Mailing Address Fireplace QLl 67 v Total Valuation Telephone No. Permit Fee 0b r Building Address 6- X G Plan Checking Fee &/or Penalty Permit Fee p PLUMBING No.1 FEE cs�o� " PERMIT FILING FEE $3.00 Each Trap 1,50 S� ' A p Repair drainage or vent piping 1.50 A. P. No. 0 _ % Q f1Water �oning Planning piping 1.50 "0 Each gas water heater or vent 1.50 yU!G� ��— Sartion I Fire Dept. FireZone Use Permit Gas piping system 1 -5 outlets 1.50 EQA Parking I Parcel Plans Declaration -/ Parcel Ma 60' R/W Improvements Each additional outlet .30 Building sewer 5.00 Bldg. Plans Rec'd Parc royal Plans Ap val Lawn sprinkler system 2.00 NEW ADDITION ❑ UTILITIES ❑ OTHER ❑ Permit Fee $ Q ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 Main service soov OR LESS 100 AMP OR LESS 5•�0 Single Family Duplex ❑ Mobil Home ❑ O.thers ❑ Main service EA. ADD -L 100 AMP 2.50 Main service OVER soov 25.00 100 AMP OR LESS _ Main service EA. ADD'L 100 AMP 1.00 OR ADONSNEW T ( ACCLBLDGLING O ) 20 sq ft CONTRACTORS LICENSE LAW 1 am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: NEW CONSTR BRANCH CIR T NON.CRESID.ONST ( BRANCH CIRCUITS), 2.50ea NEW CONSTR POWER APPARATUS B NON.RESID. SINGLE OUTLET CIR. Ex. Occuo(OUTLETS OR FIXTIIRE� � 00 FIXED APPLNS,OR5 Ex. Occup•(OUTLETS (RESID.) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No. Classification Misc. Wiring 6.25 ' 1 am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ WORKMEN'S COMPENSATION INSURANCE I am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liabilityWO— for Workmen's Compensation. E:]I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL NO -1 @ FEEPERMIT / o. oc [ Q FILING FEE $3.00 (� Heating7 Cooling / fOp OD Ventilation Hood 2.00 _ Permit Fee $ $ I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby Land Development Fee 04 TOTAL PERMIT FEE auu luIiac Iupicacn iau vca uI urc wwny uI ouuc to enter upun me above-mentioned property for inspection purposes. VAoo XA Signature of Permitee or ant eeceiPt N./,&Z/ // White-D.yV,5;4el-, sor — 4F!5' Date 7-/Z - nz // e�39 rL96)or—1oldenrodAppli 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. ! ( DIRE F PUBLIC WORKS l r� Date�'�7-7 p Iding permit expires Date 7' z7 — 7 ci 0 COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS ` 7 County Center Drive —-Orpville, California 95965 �+ Telephone: 534-4541 APPLICATION AND PERMIT auinorize represeniatives or the county or autte to enter upon ine above-mentioned property for inspection purposes. ie Date Signature of PP/ermitee r Agent eeceipt No. White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of tutt County Coe and/or resolutions to do work indicated above f I wh1 fee have been paid. A TOR OF PUBLIC WORKS Date Building permit expires Datel X7,;7 BUILDING Owner M�5 ���� SQ. FT. OCC. BUILDING VALUATION Mailing Address %S /� h /�T ���A C A-• KJ qs �i9�(/a T I�h�=GOJ Contractor WjJE Mailing Address Fireplace Total Valuation Telephone No. Permit Fee Building Address9j� L Plan Checking Fee&/or Penalty Permit Fee PLUMBING No. @ FEE PERMIT FILING FEE $3.00 ;dO Each Trap 1.50 tom, , /�/I/�/�Tl�[ Repair drainage or vent piping 1.50 / A. P. No. Zoning & Planning Water piping 1.50 Each gas water heater or vent 1.50 7—s-0 Fes W'G( S-tatien FireDept. Fire Zone Use Permit Gas piping system 1 - 5 outlets 1.50 EQA Parking Plans ParcelParcel Declaration Map 60' R/W Improvements Each additional outlet .30 Building sewer 5.00 Bldg-#or+e-Read Parcel Approval Plans Approval Lawn sprinkler system 2.00 NEW ❑ ADDITION ❑ UTILITIES OTHER Permit Fee $ COQ $ OC A"s (�l/V �Q� ��� 7� ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 Main service 600V OR LESS 100 AMP OR LESS 5.00 Single Family. Duplex ❑ Mobil Home ❑ Others ❑ Main service EA. ADD'L 100 AMP 2.50 Main service OVER 600V 25.00 100 AMP OR LESS Main service EA. ADD•L 100 AMP 1.00 NEW CONST DWELI.. OR ADDNS. ACCLBLOGS.CCUP, s) 20sgft CONTRACTORS .LICENSE LAW I am licensed under the,provlslons of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: NEW CONSTRMULTI-OUTLET NON-RESID I BRANCH CIRCUITS) 12.50ea NEW CONSTR. (POWER APPARATUS.6,' NON-RESID. SINGLE OUTLET CIR. Ex. Occup (OUTLETS OR FIXTURES g LN FIXED APPLNS. OR Ex. OCCup.(0 WETS (RESID.) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No. Classification Misc. Wiring 6.25 R I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ MECHANICAL No. @ FEE WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. 6I certify that in the performance of the work for•which this ermit is issued I shall not employ any person in any manner o as to become subject to the Workmen's Compensation Laws of California. PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 1 2.00 Permit Fee $ $ 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby Land Development Fee $ TOTAL PERMIT FEE $ auinorize represeniatives or the county or autte to enter upon ine above-mentioned property for inspection purposes. ie Date Signature of PP/ermitee r Agent eeceipt No. White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of tutt County Coe and/or resolutions to do work indicated above f I wh1 fee have been paid. A TOR OF PUBLIC WORKS Date Building permit expires Datel X7,;7 RESIDENTIAL PLAN CHECKING GUIDE �= ' •••Jr Bldg. Permit O' 7� OWNER P. # GC/ -09•x/ —/0 / A. GENERAL oning requirements (sideyards and parking). 10Valuation. .3• Signature by,R.C.E. or Architect (1f required). B. PLO LAN Complete parcel size and dimensions. _ Setbackq, sideyards, easements, etc. Other buildings or structures. Grading, fills, drainage. , ,2? �: Zf C. FLO-OR PLAN Z Complete to scale plan with dimensions. Required windows for light and ventilation (Sec. 1405). Required windows for second exit (Sec. 1404,�. ). Allowable glazing for energy requirements (20% max. per.State law). P y'm v Human impact glass (Sec. 5406). �6! Required room sizes, ceiling heights (Sec. 1407). G.F.C.I.'s in baths and exterior outlets (Sec. 210-8). 8. L: gh-tf-tktures, switches, recep.tacles;^_an.deexterior receptacles for maintenance of mechanical equipment) 9. Locations of wa=�� te�,(heating & cooling equipment),tri other eleeea=l—or g&& equ=pment, and—plumbing—fixtures. 110. Garage firewall, door size, and closer (Sec. 503(d)(4)). sh2�1 - 3'0" exterior exit door (Sec. 3303d). Fireplace location. ,.e P. Smoke detectors (Sec. 1413). D. STRUCTURAL DETAILS d Foundation plan complete enough to construct building. 0.i Floor construction details complete enough to construct building. ,,31'.Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. 5 Fireplace construction details and calcs if over one-story in height. Sufficient data and details to satisfy energy insulation requirements (State law). E. MISCELLANEOUS ITEMS TO LOOK OUT FOR CCX plywood on exposed locations and overhangs. �2 Stairway details (Sec. 3305). Guardrail details (Sec. 1716). 04. Brick or stone veneer (Chapter 30). 5. Exterior plaster_- weep screeds (Sec. 4706 & 4708). ®.7�aProper roof pitch -for roof covering -(Chapter 32). �7. Rafter ties or bearing ridge beam. Garage=daer.or porch header sizes. 9. Adequate bracing. .,lUA Living area over garage - complete 1 -hour separation required including supporting— walls upporting—walls and posts, etc. 1:. Two (2) exits on three-story dwellings (Sec. 3302). 1775-80B,E ' sPERMIT NO. • '� �✓ / 0 PERMIT EXPIRES James DeYoting . OWNER CONTR. owner 64-04-10 LOCATION (A.P. ) 95 Leicester Dr.', llagaiia (1ot111,PP#12) c . �i • z 3 1 Temp. Power Pole # t Called PG&E Temp. Elec. Sery Called PG j Temp. Gas S v. y • ' i • Called G&E �f1�JF� t ' (Date) 0 i b:7) - -U. 6 ( ig re) Mesh MECHANICAL Gird. Fault Prot. Scratch Heating Service Brown Cooling Temp. Pole Finish Ducts Underground Interior Lath I Ventilation I Permanent Door Closer Final Final MOBILEHOMEUTILITIES ------------------Elec. Service Elec. Pedestal Water Piping Sewer Gas Piping OBILEHOME INSTALLATION - - - - - - - - --- - - Support Elec. Continuity Water Piping Drainage Gas Piping DATE REMARKS OR CORRECTIONS (NOTE: An entry must be made on this form each time you visit the job site.) l COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS'- ORKS•-BUILDING INSPECTION RECORD BUILDING BUILDING• •' BUILDING (Cont'd) PLUMBING Setback Firewall Soil Piping Forms Parapets 1st Floor Main Bldg. Restroom Finish 2nd Floor Footings Windows 3rd Floor Stemwall Siding To out Slab Roof Sheathing Water Piping Piers Roofing Sewer Garage Fdn: Vents Fixtures Footings Stemwall Garage Vents Insulation Water Htr. Heaters Slab Carport Footings Prov. for physically handlca ed Conformance of ex. structure Appliances Gas Piping &Test Tem . Gas Slab Final Sanitation Patio FIREPLACE Final Footings Footing ELECTRICAL"" Masonry Walls Throat Rough Reinf. Steel Final Fixtures Bond Beam FIRE SPRINKLERS Motors Mesh MECHANICAL Gird. Fault Prot. Scratch Heating Service Brown Cooling Temp. Pole Finish Ducts Underground Interior Lath I Ventilation I Permanent Door Closer Final Final MOBILEHOMEUTILITIES ------------------Elec. Service Elec. Pedestal Water Piping Sewer Gas Piping OBILEHOME INSTALLATION - - - - - - - - --- - - Support Elec. Continuity Water Piping Drainage Gas Piping DATE REMARKS OR CORRECTIONS (NOTE: An entry must be made on this form each time you visit the job site.) COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS 7 County Center Drive. _. , Oroville, California 95965 Telephone: 534 4541 %;76 ��� APPLICATION AND PERMIT / ODU IUIIGc I'JJICAC11LGUVCO UI UIc 1�UUIIII/ UI DULtU LU VIILVI UNUII UIN above-mentioned property for inspection purposes. x <2,. k A 71 , Date q— p aSignaturre f Permi a or gent Receipt No. 6 White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant 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. DIRECTOR OF PUBLIC WORKS BY Date —Z? eo Bullding permit expires Date C/—z7_1P BUILDING Owner S Uu SQ. FT. OCC. BUILDING VALUA ION Mailing Address Telephone No. �-7 Contractor 0W 1J I Mailing Address Fireplace Total Valuation Telephone No. Permit Fee Building Address L ie GES �,` !C, Plan Checking Fee&/or Penalty / Permit Fee _ PLUMBING No.1 @ FEE PERMIT FILING FEE $3.00 Each Trap 1.50 Repair drainage or vent piping 1.50 A. P. No. Co 4-'U �U �Tf Zonin & Planning Water piping 1.50 Each gas water heater or vent 1.50 Fe W,16. I S ion FireDept-i Fire Zone Use Permit Gas piping system 1 - 5 outlets 1.50 EQA Parking Plans ParcelEach I Declaration I Parcel Map 60' R/W I Improvements additional outlet .30 'ilding sewer 5.00 Bldg. PIan�Rec'd Parcel A royal Plans Approval Lawn sprinkler system 2.00 NEW ADDITION ❑ UTILITIES ❑ OTHER ❑ permit Fee $ $ ELECTRICAL No.1 @ FEE PERMIT FILING FEE $3.00 !b 600V OR LESS Main service 100 AMP OR LESS 5.00 Single Family ❑ Duplex ❑ Mobil Home ❑ Others Main service EA. ADD'L loo AMP 2.50 1 Main service OVER 600VAJ 25.00 100 AMP OR LESS Main service/ EA. ADD'L 100 AMP 1.00 NEW CONST. LING 0 OR ADDNS. L ACCDWELBLDGSC �� 20sgft ,6© CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style le of: NEW RESID,CONSTBRANCH CI NON -REBID BRANCH CIRCUITS) 2.50ea NEW CONSTR. (POWER APPARATUS .& NON-RESID. SINGLE OUTLET CIR, Ex. OCCUD(OUTLETS OR FIXTIIRES B L I Ex. OCCU (( FIXED APPLNS, OR Occup.(OUTLETS OUTLETS (RESID.) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No. Classification Misc. Wiring 6.25 am exempt from the Contractors License Laws of the State of California. Permit Fee $ , 6d $ Z < WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. 99 I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3,00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby Land Development Fee $ TOTAL PERMIT FEE $ bC ODU IUIIGc I'JJICAC11LGUVCO UI UIc 1�UUIIII/ UI DULtU LU VIILVI UNUII UIN above-mentioned property for inspection purposes. x <2,. k A 71 , Date q— p aSignaturre f Permi a or gent Receipt No. 6 White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant 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. DIRECTOR OF PUBLIC WORKS BY Date —Z? eo Bullding permit expires Date C/—z7_1P o° vri V6 0 Wa �.Bac�C t 1 ��4 1 a p Os 1 _5' D�,k l o Pr os � P o 1 hI �{1 ed ra lank AL J i l 1 APPROVED ` Butte County. l IEnvironmental Health Date j Signature 13 XIR. 42a®4 Scale :. �« � /0-!0 00X/00 00-0�10-010 CK1009CA o /r,/ ao A' MzjaYia. SI -39101 � � " OWN________� Vbnqw/"~D �blbos e L • . D 2' q 1' 3' I W12 Irle-ae-S ENVIRONMEN IAL HEALTH MAY 0 6 2004 I CHICO, CALIFORNIA APPROVED Butte County Environmental Health i�Date Signature 1 , 1 � i I , • i 1 2 § � �� ° ��.. �_� /. kap � �� � �� ��» ! � , m 6 / 9 lay A tl "Ie& 'Lli IV m Sea 9PA of il� ENVIRONMENTAL HEALTH MAY 0 6 2004 CHICO, CALIFORNIA & de Flo 0 vy ois .. Pi-ers /.Oct ALL STRUCTURES AND VOUIPMENr WILWINC • 6 3• q5 OVERHANGS SHALL BE CLEAR OF'ALL EASEMENTS A SET BACK OF FT. FROM THE SIDE AN[ ON t Ps sig _ FT. FROM THE REAR PROPERTY LINES AN[ j�F I•. FROM THE ROAD CENTERLINE SHALL BI Lr� v� CLEAR OF STRUCTURES AND EQUIPMENT EXCEP' t �Q, cOR.A 2 FT 'EAVE OVERHANG. �D S� ixk REVIEWED BY BUTTE CO. FIRE DEPT. p CALIF. DEPT. of FORESTRY D fT approved as submitted approved with conditions ger attached sheet. a.; ature l oPos � 5r 5 De1-k 1 1s� OD 4C -1v 0� , 1� 0 1 s Prop ro .. ' I eJ j Task rr- k 1 op Tan/< 1. l ze a X 0 I�� M 33 6 C �� Cp z m h T� j CD zoo � kale • / - Al -o - -� 3ACDB X1400 0611_.04�10010 o m o - 61 ?9 ZelGeS7Zell' ,dr rillX30 0 '� col• pio�as�� Oe- �ac`ted �gra�e ;, �1112 &r�tiso/ 7 /f9S�ei, '. - /er / I t � /�'la�c�/•a G'A y�Dyo- 0/0 II • D 17co N M t t- P A �%n CO/1CFi° fe s/Cllr n ��l ill INN Gil k zcc> M, < o. a. C�) L) Ui uj Cc. n. CL v WARNING ! BC■S1I-61 SUMMARY SHEET - GUIDE FOR HANDLING, INSTALLIING AND BRACIING OF METAL PLATE CONNECTED WOOD TRUSSES GENERAL NOTES NOTAS GENERALES Trusses are not marked in any way to identify the frequency or location of temporary bracing. Follow the recommendations for handling, installing and temporary bracing of trusses. Refer to BCSI 1-03 Guide to Good Practice for Handling. Installing &Bracing of Metal Plate Connected Wood Trusses for more detailed information. Truss Design Drawings may specify locations of permanent bracing on individual compression members. Refer to the BCSI-B3 Summary Sheet -Web Member Permanent Bracing/Web Reinforcement for more information. All other permanent bracing design is the responsibility of the Building Designer. Los trusses no estan marcados de ning6n modo que identifique la frecuencia o localizaci6n de los arriostres (bracing) temporales. Use las recomendaciones de manejo, instalad6n y arriostre temporal de los trusses. Vea el f tjeto BCSI 1-03 Guia de Buena Pfactica para el Manejo. Instalaci6n Y Arrlostre de los Trusses de Madera Connectados con Placas de Metaloara para mayor informaci6n. Los dibujos de diseno de los trusses pueden especificar las localizadones de los amostres permanentes en los miembros individuales en compresitin. Vea la hoja res6men BCSI-B3 Data los arriostres oermanentes y refuerzos "los miembros secundarios (webs) para mayor informad6n. EI resto de arriostres permanentes son la responsabilidad del Disefiador del Edificio. © The consequences of improper handling, installing and bracing may be a collapse of the structure, or worse, serious personal Injury or death. EI resultado de un manejo, instalaci6n y arriostre inadecuados, puede ser la caida de la estructura o a6n peor, muertos o heridos. Banding and truss plates have sharp edges. Wear ® gloves when handling and safety glasses when �. cutting banding. Empaques y placers de metal tienen bordes afilados. Use guantes y lentes protectores cuando Corte los empaques. HANDLING - MANEJO QAllow no more No permita mas Q Use special care in than 3" of defiec- de 3 pulgadas de windy weather or tion for every 10' pandeo por sada 10 near power lines of span. pies de tramo. and airports. to to e•max. to I ra QPick up vertical Levante de la cuerda bundles at the superior los grupos top chord. verticales de trusses. ONE WEEK OR LESS MORE THAN ONE WEEK QBundles stored on the9 round for one week or more should be raised by blocking at 8' to 10' on center. Los paquetes almacenados en la tierra por Una semana o mas deben ser elevados con bloques a sada 8 o 10 pies. QFor long term storage, cover bundles to pre- vent moisture gain but allow for ventilation. Para almacen-amiento por mayor tiempo, cubra los paquetes pare prevenir aumento de humedad pero permita ventilaci6n. UUlice cuidado especial en dfas ventosos o cerca de cables el6ctricos o de aeropuertos. HAND ERECTION — LEVANTAMIENTO A MANO BRACING FOR THREE PLANES OF ROOF Trulessse support ;; Q lessses 30' or support at ; ; EL ARRIOSTRE EN TRES PLANOS DE TECHO Q less, support � t ` ' ' at peak. quarter points. f Levante Levante def7f This bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses. 1 lJ del pico los los cuartos Este metodo de arriostre es para todo trusses excepto trusses de cuerdas paralelas 3x2 y 4x2. trusses de 20 de tramo los pies o menos. trusses de 30 1) TOP CHORD — CUERDA SUPERIOR IL Trusses up to 20' 'I pies o menos. Trusses up to 30' I� Trusses haste 20' 'I Trusses hasty 30' �I HOISTING — LEVANTAMIENTO QHold each truss in position with the erection equipment until temporary bracing is installed and 1 truss is fastened to the bearing points. Sostenga cada truss en posici6n con la gr6a hasta que el arriostre temporal este instalado y el truss asegurado en los soportes. Do not lift trusses over 30' by the peak. No levante del pico los trusses de mos de 30 pies. Greater than 30' Mas de 30 pies - HOISTING RECOMMENDATIONS BY TRUSS SPAN RECOMMENDACIONES DE LEVANTAMIENTO POR LONGITUD DEL TRUSS Toe_ in I� Spreader bar f\or• truss bundles i Ta line 9 e���e '" O O QCheck banding Revise los empaques prior to moving antes de mover los bundles, paquetes de trusses. Q Avoid lateral bending. — Evite la Flexi6n lateral. Do not store No almacene unbraced bundles verticalmente los upright. trusses sueltos. Do not store on No almacene en uneven ground. tierra desigual. Tagline TEoe-in Spreader bar 1/2 to 2/3 truss length TRUSSES UP TO 60' TRUSSES HASTA 60' 60'orless F Approx. 1/2 truss length TRUSSES UP TO 30' TRUSSES HASTA 30' Locate Spreader bar Attach above or stiffback 1m x. max. mid -height Imo,, 7TRUSSES preader bar 2/3 to 3/4 truss lengthTagline UP TO AND OVER 60' S HASTA Y SOBRE 60' BRACING - ARRIOSTRE QRefer to BCSI-B2 Summary Sheet - Truss Installa- v tion and Tempos Bracing for more information. Vea el res6men BCSI-B2 - Instalaci6n de Trusses y Arriostre Temooral para mayor informaci6n. i Do not walk on unbraced trusses. No canine en trusses sueltos. QLocate ground braces for first truss directly in line with all rows of top chord temporary lateral bracing. 9 Coloque los arriostres de tierra para el primer truss directamente en linea con Cada Una de las filas de arriostres laterales temporales de la cuerda superior. Brace first truss well <— before erection of additional trusses. Top Chord Temporary Lateral Bracing (TCTLB) min. Truss Span lop Chord Temporary Lateral Brace (TCTLB) Spacing Longitud de Tramo Espaciamiento del Arriostre Temporal de la Cuerda Superior Up to 30' 10' o.c. max. Hasta 30 pies 10 pies maximo 30' to 45' 8' o.c. max. 30 a 45 pies 8 pies maximo 45' to 60' Cox. max. 45 a 60 pies 6 pies maximo 60' to 80'* 4' o.c. max. 60 a 80 pies* 4 pies maximo *Consult a Professional Engineer for trusses longer than . `Consulte a un ingeniero para trusses de mos de 60 pies. Q See BCSI-82 for TCTLB options. Vea el BCSI-B2 para las opciones de TCfL8. © Refer to i SummaGable End Fra Bracing.I�f Repeat diagonal braces. Vea el res6men IJ BCSI-B6 - Arriostre Repita los arriostres del truss terminal diagonales. de un techo a dos agues' I'7f Set first five trusses with spacer pieces, then add diagonals. Repeat IJ process on groups of four trusses until all trusses are set. Instale los cinco primeros trusses con espaciadores, luego los arriostres diagonales. Repita este procedimiento en grupos de cuatro trusses haste que todos los trusses esten instalados. i 2) BOTTOM CHORD — CUERDA INFERIOR Lateral braces 2x4x12' length lapped over two trusses. j ! 10'-15' max. Diagonal braces every 10 truss spaces (20' max.) Some chord and web members not shown for clarity. 3) WEB MEMBER PLANE — PLANO DE LOS MIEMBROS SECUNDARIOS Web members t r�'Diagonal braces D1 every 10 truss spaces (20' max.) SO' -15' max. same spacing as bottom chord Some chord and web members not shown for clarity. lateral bracing 46 DIAGONAL BRACING IS VERY IMPORTANT iEL ARRIOSTRE DIAGONAL ES MUY IMPORTANTE! HOJA RESUMEN DE LA GUTA DE BUENA PRAC�TICA PARA EL MANEJOr INSTALACION Y BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES Gypsum Boats EL ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3x2 Y 4x2 QRefer to BCSI-B7 Maximum lateral brace spacing LrJ Max. Bow Max. Bow Length —► Summary Sheet 10' D.C. for 3x2 chords 2 bundles - Temoo� and 15' o.c. for 4x2 chords 15 Diagonal braces Permanent Bracino 0, Or every 15 truss for Parallel Chordspaces (30' max.) Truss for more 7/8° 14.6' information. Q Tolerances for Vea el res6men BCSI-B7 - Arrlostre rcantilevered 1° 16.7' temporal y Permanente de Ttrusses Out-of-Plumb.1/4" de cuerdasbDaralelas para mayor trral braces Informaci6n. on vertical webs in line 2x4x12' length lapped with the support. over two trusses. INSTALLING - INSTALACION Gypsum Boats I'7f ncias para Fuera-de-Plano. Tolerances or Out -of -Plane. - ane. — o erTpai� Plywood or OSB LrJ Max. Bow Max. Bow Length —► Max. Truss Bow Length 2 bundles f 8" - Clay Tile """""......... II II %�- ---" I — Length 3/4° 12.5' .�— Len ih yLU Max. Sow 9 7/8° 14.6' Q Tolerances for D/50 D (ft.) 1° 16.7' Out-of-Plumb.1/4" 1' 1-1/8" 18.8 Tolerancias pare1/2" 2' 1-1/4° 20.8' Fuera-de-Plomada. 3/4" 3' 1.3/8" 22.9Plumbbob J!r' 1„4 1-1/2" 25.0'1-1/4" 5' 1-3/4° 29.2'D/5o max 1-1/2" 6' 2° ,33.3' 1.3/4" 7' CONSTRUCTION LOADING — CARGA DE CONSTRUCCION Q Do not proceed with construction until all bracing is securely Maximum Stack Height and properly in place. for Materials on Trusses No proceda con la construcci6n hasta que todos los arriostres est€n colocados en forma apropiada y Segura. Do not exceed maximum stack heights. Refer to SCSI -84 Summary Sheet -Construction Loading for more information. No exceda las maximas alturas recomendadas. Vea el res6men BCSI-B4 Carga de Construcci6n para mayor informaci6n. II��� Do not overload small groups or single trusses. I No sobrecargue pequefios grupos o trusses individuales. Material Height (h) Gypsum Boats f2" Plywood or OSB IW Asphalt Shingles 2 bundles Concrete Stock 8" - Clay Tile 3-4 tiles high QPlace loads over as many trusses as possible. Coloque las cargas sobre Lantos trusses tomo sea posible. QPosition loads over load bearing walls. Coloque las cargas sobre las paredes soportantes. ALTERATIONS — ALTERACIONES QRefer to BCSI-85 Summary Sheet - Truss Damage. 3obsite Modifications and Installation Errors. Vea el res6men BCSI-B5 Danos de trusses. Modificaciones en la Obra y Errores de Instalaci6n. Do not cut, alter, or drill any structural member of a truss unless specifically permitted by the Truss Design Drawing. No Corte, altere o perfore ning6n miembro estructural de los trusses, a menos que este especificamente permitido en el dibujo del diseno del truss. QTrusses that have been overloaded during construction or altered without the Truss Manufacturer's prior approval may render the Truss Manufacturer's limited warranty null and void. Trusses que se han sobrecargado durante la construcci6n o han sido alterados sin Una autorizaci6n previa del Fabricante de Trusses, pueden reducir o eliminar la garantia del Fabricante de Trusses. NOTE: The Truss Manufacturer and Truss Designer must rely on the fact that the Contractor and crane operator (if applicable) are ca- ble to undertake the work they have agreed to do on a particular project. The Contractor should seek an required assistance regarding e e ewo b Pa ey 9 Pa P J Y req reg 9 consWction radices from a competent .The methods and procedures outlined are Intended to ensure that the overall construction P Pet party. techniques employed will put noor and roof trusses into place SAFELY These recommendations for handling, installing and bracing wood trusses are based upon the collective experience of leading technical personnel in the wood truss industry, but must, due to the nature of responsibilities Involved, be presented only as a GUIDE for use by a qualified Building Designer or Erect oNinstallation Cnntracum It is not intended that these recommendations be Interpreted as superior to any design specification (Provided by either an Architect, Engineer, the Building Designer, the Erection/installation Contractor or otherwls ,) for handling, Installing and bracing wood trusses and it does not preclude the use of other equivalent methods for bracing and providing stability for the walls and columns as may be determined by the truss Erection/Installation Contractor. Thus, the Wood Truss Council of America and the Truss Plate Institute expressly disclaim any responsibility for damages arising from the use, application, or reliance on the recommendations and Information contained herein. W-dilk '.11i� WOOD TRUSS COUNCIL OF AMERICA TRUSS PLATE INSTITUTE One WTCA Center ° 6300 Enterprise lane ° Madison, WI 53719 583 D'Onofdo Drive ° Madison, WI 53719 608/274-4849 * www.woodtruss.com 608/833-5900 ° www.tpinsLorg O LTO -sl RUS5E5 DE MADEFE DAI BIWARN31x17031125 C4 CON PLACAS DE METAML w I� Environmentai Heait, MAR 1 6 2004 Chico, CA ----- --- --- — , - � , �, - 111,1-1��-� ,. �, , !�- ,:�' - I- , ,:" .1 �. -��'i. � I I ,I — '. I I , �, " ` .... . I T11 ., i. j , , , i 1 ��-! I Tt , ';MI t -- , , , -77771-1 I i ,,,� ov,-.,T�, ----, -,,�,�l i --i -- -- - -- -- Ti,, 17;- ", , t ,. 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I Y, � . r L � I : I I r I I : I I I I Ott � I � , rl, � I � � . � L I I I it I" �� � ,� � I I ! I ! , 4 I r I r � : . I L I I ': L � I , � 11 I I I i : I ,, . 11 i � ; I I � I I � I . I — i ,i I , � " 1, I .1 . I � I � , I I I i i : I I I I I I , I I I I � � I I I :1 , I [I I I � I I I I I . I I I � � I � I I I I I i , , I I . � � I I . L I I . r I I . I I .1 I 11 I � I I I . I I I I ! I I I . I I I L . I I , I I � I I . + It . 1; : : : � , I . I I I , I � � "'i 'Q ' 'L , I I , L I i � I I : . I ' L ith,, � � , I k�l' I I , I I I I I I : r T I I , .1 I 7 R � I I � I I I : I I I I I I 1. L I I I I I 11 I r I � i I I I . ; I I . I I I I I I � � I ,, I I , ,� . I . I I . I O ( , � � 11 ''' , ;'I ' r 1, . "L. I L� � , 11 ,:1 , , � , - '1* , : I I I , I I I r I . I I I I I I I I I I I I I I . I I � , � , !, I I I � I � 1 � , ' I I' -�'Nl I 1 : I I . , I � . ! I I I I 1, � I , I . I I L I I I i . 1� I 1 1 1 1 I ! I : : I I I I � r I , ,� '� , � I" 1:� - I I I I I I .1 I : � I : � � , � I I I I I . I I � . I ., � . il . i , , L�� , � I I I I — )'i -W � ,: I ,, � I I I !I : I I ; I I : I I � I I I I .. .1 � I 1, I L I I I r , 14 i r, �� 1 1 � I : I I I I I i I i I � : I I I I I I I 1: � I ,! I I I I I I I r I I I , I I I I r ,� I .� I . I . I I I I I . I I I : I I I I � ;Ap ,l� �,' . ,."O,I'l - :1 til I'll, �, i : I � i L' I ,�", I I I - � . I � : I I I T � � I , I I , I I I I : � I I I I � I I � . . I I -r 12'l -,",, �- 1 Al , , i j: �,�� ,,, I � I I . I I I I 1� � I I I ; . �, I : I I I � I I i I . ! I I . I . I . I � I I I L' . r , I . I I I . I I I ! I'll I I . I , � I I � � L " I I , I , ,� ,�, 11 I I I . L . 1 4 . I I I ! I . . � , 11 I , I I r L I r ,. : . I I I I I I � I I . � I I I r I I :, . I r I I I . ; I . � � , I : , i � r I I I I � I i � , jr, ' I : I � , , I I 'I I I � , I � I I I I I I I I I I I : I . I ! , . I I . I 'r I I I r I � [ I . I , I I I I I I . . I I � I I I I I , , �, l� : I I i I I I I I I I I � I i I I . 11 I :; - I �r J �� I � I �, ' � � ' 11 : : . , ,� , I , I I . I I . . I � � , I . I I � � L . I I I I , r � I I I . . , � ,r , 1 i 1 i ,��, I I I I � I � : � . I I r I I I i I � � � I I I � 1 "4 � I I : ! T I � I � I I I I I I , � r . I I I r I I I I I . . I r � , 'I . , . I . " r� I i , i "I , I ''� I I � ; I I , � I L �L I � :, ,� j , ' ' t r I .1 I : I 11 , I I i , I It I I I � I 1 j � . I I , I , I � I I � , 1� T , I . , � I � I . I I I i . I I I I I r I I r I 1 I - : � � , : I � I I . ; � 1 4 1 1 1 1 1 1 1 : r , � . , I � . I 11 I I I . . i 11 I , I � I I r I I 1 ,r , : , �I 4 , I I I I I I !, � I L i � It; ! , � I I I I I I , � I .1 L , � � �. I : " r : � I , : . , ,, I I I : � I . I I I I I . I i , I : , I " 1 ,� I � ;,,, � : , � � ,� I , � I 'r L � 11 I I � . I I I I . I I I I � . I I I I . .� I I r . � I , I � ,� , I I I I I ! I I I I r � I : I I I I I I I I , �;, I , I I � I I I , , Pl, �,� , . 1. 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