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028-440-032
%�� • r . ►i� r � � � r 028-440-032Nry 00-2367 Don-rea I-IARCOURTT c�"oiQ-U� 6yokth ORO VILLE CONTR: BETTER BUILDERS NEW SINGLE FAM 3BDRM 028-440-032 05=2 RODRIGUEZ, ADAN Nl�t 115 COYOTE MOON, BAN CONT: OWNER ELEC(CIRCUIT 30 AMP) 028-440-032 PERMIT #97-131AG 2 HARCOURT, Claudia - L 7245 Bra f3mn--U-Y, Oroville Ag Ex Permit -Hay & Horse Shelter J .811 t I i :4 i 03 NOTES RESIDENTIAL PERMIT NO. r Cls CoL/110 r e- G*nlv 7A, SVA# I 11 SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER CHECKED BY JOB FINALED (Datel/'�__/� Signature J=OK 0= Not OK • = Not ApplicReady to . =Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Sols; Special MH Support Sketch 3. Sewer, Location -Test -Fall -C/O -Concrete 4. Water, Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat or/ /" L "ftJ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water, MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert 10. Exits; Insp.-Sketch 11. Cert of Occupancy Date Card B-1 Date Card B-1 Date 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 ]ate 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 Cana 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. Sec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 .1 = OK o = Not OK = NotAppliatle = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope Date 2. Ftg., Main; Soils-Elec. Gmd.-/ /" Ftg. Depth Date 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Fig. Depth Date 4. Ftg., Porches & Decks; Soils -Steel-/ /" Fig. 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 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor -Meth. Protection 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 87. Water Well, Disconnect, Electrical, Plumbing 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. Siie 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 Date 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or AI Date 31. Range Circle/ /ga Cu or Al -Oven Circ. / /ga Cu or Al Insulated Neutral O Yes O No Date 32. Service -Riser Conductors & Ground Main Disconnect Comments at Final: 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. Fumace-Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform •rf Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac: Truss-Shting: Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext Doors -One T -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fre Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows; Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F I. & Bath Fixtures & Tub Access -Spa 69. Elec_ Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int & Ext. 73. Kit Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door, Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor -Meth. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes 83. Following InstldJDrive O Yes 0 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 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: NOTES PERMIT NO. I RESIDENTIAL, 028-440-032 00-2367 HARCOURTT, THeA is 7243 ORO BMq R4FW E, CONTR: BETTER BUILDERS i NEW SINGLE FAM 3BDRM ,►s color moon -tea, I 6 - Z'� - (V /j SPECIAL CONDITIONS CHECKED BY -- SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS_ I OFFICE COPY Address i !{ i ( GAS r # Meter By Date- j ELECT I t. Meter By Da5;— 7-r 5 °i� to 4-111) n JOB FINALED (Date) cl1,4,-010 Signature ,/ = OK 0 = Not OK - = Not Applicable * = Not Ready MOBILE HOMES r Date MOBILE HOME UTILITIES (Plans) OK except #'s Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements Footings; Soils -Size -Depth -Spacing -Connectors -Steel 2. Soils; Special MH Support Sketch Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer; Location -Test -Fall -C/O -Concrete Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing 4. Water; Location -Test -Easement Needed (Sketch) Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 5. Electricity; Location-Clearances-Grnd-/ '/Amp -Concrete Carports; Windows -Doors 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or/ /"L"N./ /'LPG Electric 7. Well Clearance 8 Disconnect Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 8. Utility Clearance Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 1. 4. Electricity; MH Test -Crossovers -Breakers -Clearances 2. 5. Drain; MH Test -Fall -Flex Connector 3. 6. Water; MH Test -Regulator -Connector 4. 7. Water and Sewer Connected -C/O to Grade -HD Approval 5. 8. Gas and Electricity Tagged 6. 9. Tie Downs -Type -Installation Cert. 7. 10. Exits; Insp.-Sketch 8. 11. Cert. of Occupancy 9. 12. Permanent Foundation Only; License Decal 10. Plumb.; Cir. Test -Water Supply Test Date Light Niche Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 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- Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date e Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 1 .y V= OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (; Date Unde (Plans) OK except #'s 415- on i ng -Setbacks- Ease me nts-Flood-S lope 11PI--main; Soils-Elec. Grnd.-/ r Ftg. Depth Cling. Joist-Rttr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rfng. .3-�Garage; Soils-Steel-Elec. Grnd.- 7_rFtg. Depth �1J I6 Il 4 ., orches & Decks; Soils -Steel-/ r Ftg. Depth em 11s, Main; Steel-Blockouts-Wrapped emwalls, Garage; Steel-Blockouts-Wrapped old Downs and Special Anchors ab, Steel -Wrapped 8. Pi - ireplace Ftg.-Steel Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 1 Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test arage Fire Protection Framing 12. Electric Underground 5 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies .. Doors -One 3' -Check Garage 3rd Story, 2 Exits 15. Access & Ventilation 4. 16. Insulation kl_5 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date P UMBING (Permit) OK except #'s ucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 9,1diing Area -Glass Protection -Skylights -Plastic Shear Walls; Nailing -Bolts Interior/Exterior Wall Panels te War Htr.; Vent -Access -Combustion Air Baffle 61. Wat Pipe; Test & Anchor -Nail Protection D.W.V.; Test Fittings & Anchor -Nail Protection Infiltration -Walls -Windows h er Pan; Test, First Floor -Tub Access Tes & Shower, Second Floor -Tub Access Gas Pipe; Sixe & Anchors Date Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s ee_FixjWe & Transformer Clearance -Ins. Protection 63. lec. Receptacles Spacing &Switches at Doors ize Boxes & No. of Conductors Stapled Smoke Detector 26. omex Installed Close to Edge of Studs & C.J. 65. 7. tp. Ground made up w/Mech Fasteners -Bond Gas & Water ppliance Circuits in Kitchen & Conductor Size GFI Bedroom Exiting S ed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 67. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At IgAeated Neutral ❑ Yes ❑ No Servi Riser Conductors & Ground Main Disconnect Elec. Trim & Subpanel, Breaker Sizes & Labels quip. Clearances Panels-Motors-Mech. Equip. 69. 33. thes Closet Light -Shower Light -Spa Light 34. Smoke Detector Fireplace or Stove, Clearance -Hearth Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date WHANICAL (Permit) OK except #'s 73. A.C. Ducts Insulation & Support 36.,W6-nt Fan, Exhaust above insulation Garage Fire Door; Swing -Landing -Closure 7. C ensate Drain & Overflow, Size & Grade 75. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Proper Materials & Anchors IIs Studs -Nailing Spacing & Braces -Plates -Sound B.oaring Walls over Girders & Floor Nailing 4 . Dr Stop in Walls (rat proof) '_41/Fir e ops, Furred Ceilings -Stairs -Chasers -Tubs 45 eaders & Beams -Size & Bearing jingle & Duplex) Date FRAMING (Continued) 415- Ha ers-Post Caps -Anchors -Connectors Cling. Joist-Rttr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rfng. JrePlace Ties or Type A Flue -Fireplace Throat Clearance Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51 arage Fire Protection Framing 5 operty Line Firewall & Openings 53.. .. Doors -One 3' -Check Garage 3rd Story, 2 Exits 4. S airs; Width -Headroom -Rise -Run -Landing -Fire Protection kl_5 . ood on Roof Overhang -Attic Vents -Rafter Outriggers 5 . Sidin Nailing Veneer T-67-BOrce 5 ucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 9,1diing Area -Glass Protection -Skylights -Plastic Shear Walls; Nailing -Bolts Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor I] Yes 82. Following Instld./Drive ❑ Yes J No/Walks 0 Yes 0 No/Planters 0 Yes D No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 • ate Card B-1 Date 2� i� Card B-1 Date Card B-1 Date Card B-1 y 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 #: (530) 538-7541 LICENSED CONTRACTORS DECLARATION I hereby affirm under penally of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is In full force and effect. License Class : License Number: Date: Contractor: 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 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 signed statement that he or she is licensed pursuant to the provisions- of 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 she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): PERMIT NO. BPO52163 Issued Date: 08/12/2005 APN: 028-440-032-000 Site Address: 115 COYOTE MOON TR BAN Map Index: Description: elec circuit 30 amp, (trench) Owner: RODRIGUEZ, ADAN 115 COYOTE MOON BANGOR, CA 95914-0444 ❑ 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 Applicant: RODRIGUEZ, ADAN pp Code: The Contractors' State License Law does not apply to an 115 COYOTE MOON owner of property who builds or improves thereon, and who does BANGOR, CA such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for 95914-0444 sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of License #: proving that he or she did not build or improve for the purpose of WORKERS' COMPENSATION DE LARATION 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.). ❑ I am Exempt under Article 3 of he Busines and Prof ssions Code Date:'25Owner License #: WORKERS' COMPENSATION DE LARATION 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 Architect: Labor Code, for the performance of the work for which this permit 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: Carrier: I Total, Square Ft: 0 S. F. Policy Pk"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 comply with those provisions. Date: J Applicant: WARNING: Failure to secur 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. Valuation: $0.00 / Census Code: ' j 7, v w CONSTRUCTION LENDING AGENCY -----` This permitis h •etfy issued and e a plicable provisions of the Butte County Code and/or.- .-CONSTRUCTION ndlor„ _ ,1 I hereby affirm that there is a construction lending agency for the Resolution do work Indic d above or whi h fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) (]^� By: ,-' Date: Name: .. ••� PERMI EXPIRES ON: Address: (Date) v ❑ 1 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 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 official form or document of Butte County. I hereby authorize. representatives /off Butte County to enter upon the above mentioned property for inspection pur oses. Print Name: l-�I �/7 / �/UU / Signature: Date: 1�_/Ii �V ❑ Owner 0 Contractor Agent for Owner 0 Agent for Contractor BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class : License Number: Date: Contractor: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' Slate License Law for the following reason (Sec. 7031.5 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 signed statement that he or she is licensed pursuant to the provisions of 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 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 applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ 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 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 PERMIT NO. BPO52163 Issued Date: 08/12/2005 APN: 028-440-032-000 Site Address: 115 COYOTE MOON TR BAN Map Index: Description: elec circuit 30 amp, (trench) Owner: RODRIGUEZ, ADAN 115 COYOTE MOON BANGOR, CA 95914-0444 Applicant: RODRIGUEZ, ADAN 115 COYOTE MOON BANGOR, CA 95914-0444 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 foe such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ I am Exempt under Article 3 of he Busines and Prof ssions Code i Date: Owner WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 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: Carrier: Policy PI`_1I 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 comply with those provisions. WARNING: Failure to securd' 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. License #: Architect: Engineer: Total Square Ft: 0 S. F. Valuation: $0.00 Census Code: q 7 - CONSTRUCTION LENDING AGENCY This permit is h y issued unci e a licabld provisions of the Butte County Code and/or 1 hereby affirm that there is a construction lending agency for the Resolution do work indic d above or whi fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) Date: Name: By. PERMIT EXPIRES ON: Address: Date ❑ 1 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 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 official form or document of Butte County. I hereby authorize representatives of Butte County to enter, upon the above mentioned property for inspection purRoses/_l / I Date ❑ Owner ❑ Contractor X Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01-16-04 pg 1 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR NSPECTION#: OROVILLE: (530) 538-7636 - CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION Website: www.buttecounty.net/dds *'PLEASE PRINT CLEARLY** OWNER Last Na tz First Na e Addre7j VO)"'f 02662-7 City O V tate �, Zip Phone Fax E-mail APPLICANT NAME CONTRACTOR Name 1 d g , Address •e I e Addres Q State 3 r e p City I State Zip Phone _� C / Fax E-mail Lic. # Class Ron APPLICANT NAME ARCHITECT/ENGINEER Name Flood Zone, Address Zip City Fax 9 ✓7•g 7 S State Zip Phone Map Book Fax E-mail Planner State License Number APPLICANT NAME Name e. Address Flood Zone, Sta, Zip Phone ::�22-797 Fax 9 ✓7•g 7 S E-mail APPLICANT SIGNATURE X For office use only: Zoning Proprre Flood Zone, Cross Street SRA I Yes No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS PERMIT NO. BIN # LOCATION AP# O -y -0 2 Proprre City Cross Street WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: El P LL (A I eC c o Lk Sq. Footage ❑ 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 fee will be 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. Received by: Amount: Receipt #: (7 "0s Lf?5__Bldg SRA Sheriff SMIP Total K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 REV 2-24-05 SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down, or fnd plans, all in duplicate. ❑ 7. 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. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Detached Accessory Building Form filled out by the owner (if required). ❑ 12. Hazardous Material Form (for Commercial Buildings only). Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts. ❑ 12. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, please contact a Permit Assistant at (530)538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMSWILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 2-24-05 AUG -09-2005 03:25 PM CASA PENA UCA1324 -57 bL.b,g.5 - �.,1 n � o � 1 707 644 0771 Wb� sj ljlvy -L P.01 0 9� p �cy� LEND1;IT-My .-JIVH 6iF!_EE9@�5 fi 3i 5067.!60/80 RECORDING REQUESTED BY Mid Valley Title & Escrow Company AND WHEN RECORDED MAIL TO: Adan Rodriguez 115 Coyote Moon Trail Bangor, CA 95914 A_P.N.: 028-440-032.000 GRANT DEED Recorded, I REC FEE 10.20 official RRyecords I TRX 117.08 CaButteof CM= J. RRilin I County Clerk-Recarderl 1 BM 6g -SM 24 -My -2M i Page I of 2 Above This Line for Recorder's Use Only _ File No.: 0403-1863414 (MM) The Undersigned Grantor(s) Declare(s); DOCUMENTARY TRANSFER TAX $517.00; CIri TRANSFER TAX $0.00; SURVEY MONUMENT FEE $ • . X computed on the consideration or full value of property conveyed, OR computed on the consideration or full value less value of liens and/or encumbrances remaining at time of sale, L X unincorporated area; [ I city of, and FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, Thais Harcourt, an unmarried woman hereby GRANTS to Adan Rodriguez, an unmarried man the following described property in the unincorporated area of , County of Butte, State of California: PARCEL I: LOT 10, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "FORD & FOWLER SUBDIVISION NO - 2", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, ,STATE OF CALIFORNIA, ON APRIL 3, 1929, IN BOOK 10 OF MAPS, AT PAGE(S) 6A, 7A AND S. EXCEPTING THEREFROM THAT PORTION AS CONVEYED TO THE COUNTY OF BUTTE ON DECEMBER 23, 1996, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 96-47820. PARCEL II: A 60 FOOT NON-EXCLUSIVE ACCESS AND UTILITY EASEMENT OVER ROCKROSE COURT AS SHOWN ON THAT CERTAIN RECORD OF SURVEY RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF 6UTTEaSP82 'OF CALIFORNIA ON APRIL 30,1996, 3 AND 84, BUTTE COUNTY RECORDS. BOOK 137 OF MAPS, AT PAGE(S) 78, 79, 80, 1, , EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I, DESCRIBED HEREIN. Mail Tax Statements To: SAME AS ABOVE TOOZ 0r311VA - S.ONNIN X3G3d L999DG910L Xdd OV:VT 1714.E SO/TT/90 A.P N'.: ®2>3-440-0�2-000 Thais Harcourt Grant Deed - continued File No.:0403-1863414 (MM) Date: 05/11/2005 STATE OF CAUF®RNIA } } ss, COUNTY OF BUTTE_ } On ••- —MAY -13,-.2-00Z me, MICHELLE A. MILLER, NOTARY personally appeared THAIS HARCOURT personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies) and that his/her/their signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted, executed the Instrument. WITNESS my hand and official seal. This area for oftim notarial seal A Signature � n A -" I A /j n rn COMMIS61on A1351436 d My Commission Expires: APRIL 15 2006 U Nota Public-Caeitomia Butte County My Comm. Exp. APR. 15, 2008 Notary Name: Notary Phone: Notary Registration' Number: County of Principal Place of Business: Page 2 of 2 2000 0r311VA - S,OHNIX %3M MSMLOL XV3 6C:CT IIH.L SO/TT/90 lc:-cOF bU� Cad "�S, Ad I COUNTY Ot BUTT BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA e (530) 891-2751 7 County Center Ddve2m drovil, CA • (530)538-7541 i -A CORRECTION NOTICE -126 OWNER PERMITN6."� A routine inspection indicates that the following violations of butte county Ordinance's exist at the above ddress and should be corrected. Please notice this office when correction.of work is comp) ted. If you have any questions pertaining to this matter, or need additional explanation, pleas contact this office immediately. 23 27e /2-5- 4 11 'A r, -e I Date REV 10/92 COUNTY OF BUTTE;" . BUDDING DIVISION DEPARTMENT 6F DEVELOPMENT SERVICES^ t: 411 Main Street - Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 ' CORRECTION NOTICE R --.7-367 PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is - ;wl completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELtiOPMENT_SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE dA OWNER PERMIT NO. tj A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is , completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. -0- Pp COUNTY OF BUTTE' BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street * Chico, CA - (530)_ 891;.2751 7 County Center Drive • Oroville, CA • (530):538-7541 CORRECTION NOTICE,'',,.. —7 I'd OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office When correction. of work is s completed. If you have any questions pertaining to this matter,. or need additional explanation, please conr, this office immediately. im �a 2-7- /T7C -J� .A A Dates Inspector REV 10/92 —� / Wt� MEMORANDUM DEPARTMENT OF DEVELOPMENT SERVICES PLANNING DIVISION To: Michael Vierira, Manager Building Inspection From: Randy Wilson, Principal Pl Subject: Thais Harcourt, Building Permit No. 002367 on APN 028-440-032, Temporary Trailers Use While Construction of Permanent Residential Structures. Date:. December 7, 2000 The memo is in regard to allowing two (2) Temporary Trailers on APN 028-440-032 while homes are being constructed. A building permit has been issued on APN 028-440-032 for a single family residence and a letter has been submitted indicating that a building permit application will be submitted on APN 028- 440=046 within the next 2 to 3 months. At such time as the building permit is issued for APN 028-440-046 one of the trailers will be moved from APN 028-440-032 to APN 028-440-046, as indicated by John J. Starr of Better Builders Construction, Inc. Until that time the two travel trailers may remain on APN 028- 440-032. 82 I ' 20' P.U.E. 1239.28813 S 89'28'33" E 1248.32M --� 11 38.32MNl\ t (191 X40 OR I I �� o INTERESTS: ��1�h ���OROVILLE BANGOR HWY ES !EI DS ES I R/W E � TAIR I ;I FD FNr�PA ESU T rE i C62 29'24'11 * H lt'.lu.uu i /,5u.�J.) J y u /--\ jo uj JJ r\ •t,w.uu L C63 17'07'14" R, 300.00 I- 8.9.64 S91 A 36'09'33" R 370.00 L 2. C64 A 22'59'33" R 300.00'' L 12.0.39 S92 N 10'00'41" W 86.42 C65 A 11'16'11" R. 2000:00 L 393.39 S93 S 10'00'41" E 86.42 -C66 A 22'20'01" R 1000.00 L 389.79 S94 A 11'15'28" R 480.00 L 9. 1067 A 55'18'24" ' R 450.00 I. 434.:38 S95 A 11'15'28" R 420.00 L 8' -C68 S 89'58'2.3" F 358.99 S96 A 2.9'24'11" R 420.00 L. 2 C69 A 18'05'54" R 100.00 I.- 31.59 S97 A 27'15'15" R 480.00 L 2 C70 rl 71'55'43" E 70.18 S98 A 103'04'16" R 50.00 L 8' C71 N 71'55'43" F 195.95 S99 A 50'44'19" R 50.00 L 4 C72 ,, .31'50'42" R 200.00 1 111.16 S100 A 16'04'19" R 330.00 L 9 C73 A 33'43'18' R, 2.00.00 L 117.71 S101 A 40'06'47" R 270.00 L 1 C74 N 73'48'19" E 377.42 S102 A 3'40'10" R 2030.00 L 1 C75. N 16'11'41" W 693.55 S103 A 7'36'01 R 2.030.00 L 2 C76 S 16'11'41" F 270.91 S104 A 11'16'11 R 1970.00 L 3 C77 !\ 73'46'42" R 80.00 1- 103.01 S105 A 14'18'19" R 1030.00 L 2 C78 S 89'58'23" E 905.35 S106 A 15'20'02" R 970.00 L 2. C79 N 18'18'52" W 742.15 S107 A 8'01'41" R 1030.00 L 1 C80 rd 18'18'52" W 1845.30 S108 A 6'59'59" R 970.00 L 1 C81 n 1'12'00" R 2000.00 I. .356.05 S109 A 7'41'41" R 480.00 L 6 C82 N •28'30'52". W 516.82. S110 A 55'18'24 R 420.00' L C107 N 57'39'08" F 1242-99 S111 A 47'36'43 R 480.00 L ..' C108 /.\ 19'24'40" R 300.00 I._ '101.64 S112 S 89'58'23" E 162.11 C109 H .77'03'49" F 1,39.54 S113 N 89'58'2.3" W 396.37 S114 S 89'58'23" E 271.32 S115 S 18'18'52" E 435.57 S116 N 71'41'08" E 10.00 S117 S 18'18'52" E 250.2.5 S118 N 18'18'52" W 269.87 X119 N 71'41'08" E 10.00 S120 N 18'18'52" W 409.04 _ S121 N 89'58'2.3" W 10.54 S122 N 18'18'52" W 19.52 C80 ��� 5123 90'14'35" R 2.0.00 l_ S130' - S126 S124 N 18'18'52" W 100.00 �� S158o S125 A 89'45'2.5" R 20.00 L S12. S126 N 18'18'52" W 373.00 5121? y � � 125 � '^ 512 7 A- 108'20'29" R 2.0.00 L 51 13 1 RpGKRpS o-% x'5140 AVACADO _517.3 AVE. - 5122 68-/C69 S121" S114 � 5120 , 5115 - .- p C7 - DETAIL "K" N.1.S_ - OWNER FND. 1" AXLE (NO FAG) Q9 TRIVFST LAN N88'54'31 "W 24.73 _� F ROM , MUF:,;,(-'O SI 1.10N w SEE ROAD N( C- t A r) :JEN U1 U UJ: 1Jd LUL K I, L. tat aU t.rl l 1011 l.U. lilt. JJ U OJ I 0 1 CJ - (.•. l �LOERKE INSULATION CO., INC. INSULATION CERTIFICATE 115 Coyote Moon Ct Bangor Number and StreetCity Couni Subdivision Lot Number DESCRIPTION OF INSTALLATION 1. ROOF Material Thickness (inches) 2. CEILING Batt or Blanket Type Fiberglass Batts Thickness (inches) 13.00 Brand Name Thermal Resistance (R -Value) Brand Name Johns Manville Thermal Resistance (R -Value) R-38 Loose Fill Type Fiberglass Brand Name Johns Manville Contractor/s min, installed weight/ft sq. 0.659 Jb. Minimum Thickness 16.25 inches. Manufacturers installed weight per square foot to achieve Thermal Resistance (R Value) R-38 3. EXTERIOR WALL Material _ Fiberglass Batts Thickness (inches) 3.5 4. RAISED FLOOR Material Fiberglass Batts Thickness (inches)_ 6.5 5. SLAB FLOOR / PERIMETER Material Thickness Perimeter Insulation Depth (inches) 6. FOUNDATION WALL Material Thickness (inches) DECLARATION Brand Name Johns Manville Thermal Resistance (R -Value) R-13 Brand Name Jnhns Manville Thermal Resistance (R -Value) R-19 Brand Name Thermal Resistance (R -Value) Brand Name Thermal Resistance (R -Value) I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy Effici'encv Standards for residential buildings (Title 24,Part 6, California Code of Regulations) as indicated on the Certificate of compliance, where applicable. C. L.#499150 acp- 0 LOERKE INSULATION CO., INC. t-1 e� Signature,ate installing Subcontractor (Co. Name)Or General Contractor (Co.Name) Or Owner Item #s Signa re, Diii Item #s . . Signature, Date nsta m Subcontractor,(Co. Name) General Contractor (Co. Name) Or Owner nsta ling SubcontractorCo. Name r General Contractor (Co. ame) Or Owner �\.,\)TE OF T,IMA� =y , CIO AiTcA OC � W .y CE, R il F ICATE OF z CONFORMANCE /HE UNDERSIGNED MA NU/ -_A C TURER HEREB Y CER TIF/ES that the products identified below and on attached sheets Nos. are marked with the Collective Mark of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC) and were manufactured in conformance with applicable provisions of American National Standard ANSI/AITC A190.1-1983, S trucgral Glmd Laminated Timber, and that `such manufacture has been at our plant in w�ss oma, , which plant'has a quality control system approved by the Inspection Bureau of the AMERICAN INSTITUTE OF TaMBER CONSTRUCTION and inspected periodically by such Bureau. The manufacture of these members complies with the manufacturing and fabricating provisions of Chapter 25 of the Uniform Building Code. JOB NAME: Keller Lumber Sales for Stock JOB LOCATION: Redding) CA' CUSTOMER'S ORDER NO. POR 74812,44-87 326} A DATE MFGR'S ORDER NO. -24F-V4, WP Glue, Ind. App., Load. SIGNATURE �,�, ni. ��j�y��L COMPANY _ American Laminators, InC• TITLE Quality Control ADDRESS"POB99, Swisshom6, -OR 22. `87 DATE r AITC HEREBY. CE_R-T/F/ES that the said company at its sa dhplant r licensed by the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION to use the AITC ColLectiHe (Mark jp respect of products which comply with applicable provisions of said Standard, that the adequacy'of the quality control system .in effect atsaid plant is periodically inspected and verified by the Inspection Bureau of . theAMERICAN.: INSTITUTE OF TIMBER "CONSTRUCTIO " and`. -t iri' the ludgment of AITC, said company is capable of complying with applicable manufacturing and testing provisions of:said Standard in respect of products manufactured at'".said plant. Conformance with the Standard, in respect ' of any: specific or particular product -is the sole responsibility of the manufacturer; AITC' s guarantee hereunder being that the said company is qualified to produce a product meeting :the said Standard and that its plant is periodically inspected and:verified by the AITC Inspection Bureau. AITC FORM IBCA AITC Certificate No. 4 3 0 t 2 A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION •,c� t`R 1 BR• SAl-f` ® 1983 AMERICAN INSTITUTE OF TIMBER CONSTRUCTION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538 -7541r -'A P.RMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 028-440-032 ZONING A-5 BUILDING PERMIT OWNER HARCOURT* S TELEPHONE SO. FT. OCC. BUILDING VALUATION 2300 R 194,200-00 .OWNERS MAILING ADDRESS 53 CONTRACTOR'S NAME BETTER BUILDERS TELEPHONE 589-2574 CONTRACTORSNG ADDRESS 52631LIROYLL OAKS OROVILLE 95966 CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS 7245 ORO BANGOR HWY OR Energy Plan Checking Fee $ -23-00 $ PERMIT FEE S 1 1111L QS LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 15 00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: S • F • 3 BED ROOM Gas piping system 1 - 5 outlets 15.00 nn Building sewer15.00 00 Mobile Home I S I G I W 920.00 ' PERMIT FEE S 157.00 ELECTRICAL PERMIT Filing Fee 20.00 LESS Main Service .0A OR LESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in fu1 ce and effect.POWEPPARATUS License Class Lic. No. OWNER-BUILDER.00 DECLARATION hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' ensation, as provided for by section 3700 of the Labor Code, for the rmance of the work for which this permit is issued. EaZandwill maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier (-- Policy Number , (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply ith those provisions. r _ __� 0-6 X _ Date �/C� _ Signature of Applicant - ❑ Owner ❑ Contractor gent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO +000A 46.00 NEW CONST. DWELLINGOCCUP. SO OR ADDNS. a ACC. BLAs. 3.5¢FT: 132.8 NEW REBID. MULTI.OUTLET @7.50 8 SINGLER AOUTLET CIR. Ex. Occup. OUTLET OR FIXTURES SAL p I. 0 FED A1 Ex. Occup. DLI; PP�ID,oEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 175.85 MECHANICAL PERMIT Filing Fee 20.00 Heating 15.00 Cooling 15.00 Hood 6.50 6.50 Ventilation 3 4.50 13.50 PERMIT FEE $ 70 00 Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 Occ R3 CONST. TYPE VN TOTAL FEE $ HAZ. D. FEES IMP X X FLOOD X CDF X p EL X X HD H ISSUE X This permit is hereby issued under of the Butte County Code and/or indica above fo which fees have ©� B PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. 1/7;P Det ReceiptNo. 308540 1783.80 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT r �L "-COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION. 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 P RMIT NO. (Rev. 12196) APPLICATION AND PERMIT�� As.EasDRPARcaNUMseROF ZONING BUILDING PERMIT owNa ,, TELiP"D"E S0. FT. IOCC. BUILDING VALUATION MAILM ADORES, R CONSTRUCTION LEDER LENDERS ►WLNO ADDRESS ARCHITECT OR ENGINEER ARCNTECT OR ENONEER S MAirNO ADORESS suanNG ADDRESS H r) / / /- LOT NO. I SUe0NSIONSNIAE Fireplace Total Valuat N0. Flin F Perini ee Plan eek4n 77- Enemy Plan PARCEL MAP USEOFSTRUCTURE SF Duplex ❑ Mobilehome ❑ Other avEcrr `� TYPE OF WORK New ¢� Addition ❑/Remodel ❑ "�❑3 Inssttaallaat'i�on 13 �Otther ❑ Describe Work' • .� /.J G /J 'A-L%CJm-, R PLUMBING PERMIT Each Trap Solar or heat pump water heater Water piping Each gas water heater or vent Gas piping system 1 - 5 outlets tiw wing sewer Mobile Home PERMIT FEE ELECTRICAL PERMIT . EOOV OR LESS Main Service zow oR LESS Mein SANICe 10oA TO l000A NEW CONST. OR ADONIS. OWEl11N0 BIDS.OCCUP. � i ACC, _ CONST. *PERMIT FEE PAID $ 0 SRA -' $ SHERIFF $(� OTHER. $ 7.00 $ 23.00 / MULTFOVTI.Er \ *PERMIT FEE PAID $ 0 SRA -' $ SHERIFF $(� OTHER. $ 7.00 $ 23.00 AMOUNT RECEIVED $ *RECEIPT NUMBERQ G; _ * TO BE PUT INTO COMPUTER S 23.00 46.00 20.00 EX. OCCU . OUTLET OR FWTVRES _a,� •yo VT.CO �NS OEx. Occup. 5.00 Fling Fee 20.00 7.00 -77- 77-23.00 23.00 15.00 23.00 15.00 G; _ 15.00 15.00 _. @20.00 Fling Fee 20.00 Heating 23.00 46.00 20.00 EX. OCCU . OUTLET OR FWTVRES _a,� •yo VT.CO �NS OEx. Occup. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring�ry 23.00 ' PERMIT MECHANICAL ERMIT Fling Fee 20.00 Heating S — CoolingS Hoed 1 6.50 tn�� Ventilation ..•ems PE IT F �r Mobile Home Installation Fee $ Energy Inspection F $ [P'V PE TOTAL FEE .c This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON COUNTY OF BUTTE - DEPARTMENT.OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE- OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 f. . PE, ITAPPLICATION DATA SHEET OWNER: Orin ASSESSOR PARC- NUMBER: 6Z ' `-t 6—_-5 r Proposed Building Use: Building Inspector: V G Date: At time of permit application, I was advised the following data must b submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All iiems have been submitted .------------------------------------------------------------------------------------- toot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- �4/ngineered 5 OVEnergy Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ Design Compliance and supporting documentation. ---------------------------------------------------- ❑7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- El 8. Hazardous Material Form. ------------------ -------- -------- -------------------------------------- ❑ 9. Manufictured Home data and installation instructions including Tie Down Specifications. ❑ 10. Fees of $ ------------------------------------------------------------------------------------- pact fees as shown on the attached schedule. ------- ---------------------------------------------------------- California Department of Forestry plan approvaVfees.--���-��= =-'------------- ❑ 1 A. Flood elevation certificate . certificate. ---------- ----------------- ------ ------------- Health DePartmenSanitation and lot plan aPProv 5 �---------------- ❑ 15. City of Chico plumbing permit. ------------------------------------------------ ---------------------------�, ❑ 16. Plot plan and business license approval from the City of Biggs. ------------------------ ❑ Planning approval for (A) Use: (B) Parking: Contact Land Development about 9 Improvements, ❑ Drains a Legal Parcel. - 9. Encroachment Permit for driveway (construction approval prior to occupancy). 44,4 020. Pre -inspection for required Reauest to Building ❑21. Contractor's license information. (Number, Name Style, Classification). ❑22. Workers' Compensation carrier and policy number. ----------------------- 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). -- V,024 . Letter of signature authorization. -------------------------------------------- . Recorded copy of Agricultural Acknowledgment Statement. --- a --------- 0 26. Letter of intent on building use. ----------------------------------------------- 0 27. ---------------------------------------------.❑27. Manufactured Home utility clearance. --------------------------------------- 028. Existing violations and/or expired permits. ---------------------------------- ❑29. 0433 A, ❑Grant Deed, 11M.H. Title, 11 Check to H.C.D_$ 6/ 0. Other: � i/? �,� -- c _When you issue follows ifMq Mail to owner, ■,Telephone ' and hold for pickup at I Mice. ❑ Deliver with inspector. Applicant: _ Date: " Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department,❑ o ate: By: Copy of plans sent 13 Health Department, ❑ Fire Department, ❑ O ate: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: 67, Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mailt ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by:< Date: Plans approved by:Date: Sets of plans on hold in 0 Plan Cabinet, 13 A.P. fol r. Note transfer by: Date: 1 — ' NUS ONLY i Plot Plan'AttaeMd Floor Plan, tt". .3ant to 0 D. Ar) TO: Building Department FROM:' Environmental Health SUBJECT: Sanitation Clearance - Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance foraaQ4welling. Other Hold final for: Final clearance OX. for: NOTE: 17 1 Y ^f 1F } 1 1 Environmental Health Speci t Date 8/96 r COUNTY OF BUTTE DEPARTMENT OF.DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER 414 CJ 9T PROPOSED BUILDING USE 1. BUILDING PERMIT FEES -- Balance Due ................ $ -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ evised Plan Checking Fee ....... $ CHOOL DISTRICT FEES /� (paid at District Office) �l HERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $ Units Commercial (sq.ft.)... x $0.03 = $ Sq. Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x = $ ##Units Amt. Commercial (sq.ft.) . x =$ Sq.Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES ` $ 10.00 (paid at Building Division) VIA SRA FRE INSPECTION' AND PLAN CHECK 89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion #f ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A. P. #4! `T i"®`'��� DATE RECEIPT ## DATE REC At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965- TELEPHONE: (916) 538-75,41 �o AGRICULTURAL BUILDING EXEMPTION PERMIT ez,-'j E MIT NO. S16 Agricultural building is defined as follows: Agricultural building is a structure designed and nstructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure all not be a place of human habitation or a place of employment where agricultural products are processed, treate , or packaged, nor shall it be a place used by the public. ASSESSO P CEL N � - ©3� ZONING OWNER 0,/ItuD/+ HA -1- PHONE NO. OWNER'S ADDRESS LOCATION OF BUILDING. -% 2- 6�0 - f�4NJlyd� USE OF BUILDING SIZE OF STRUCTURE ' � ' X _ �� / SO. FT. TYPE OF CONSTRU ION: WOOD FRAME STEEL CONCRETE OTHER (Specify) TYPE OF SIDIN Z& ROOF COVERING FLOOR TYPE © cco E TIMATED COST OF CONSTRUCTION $��� AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows:r - , /'- 155 N 2L) 4+IAA4� FRONT /j"Iv� SIDES REAR AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. AG Buildings must comply with Flood Zone requirements. Finish floor elevation must be at or above elevation USGS Datum. I declare under penalty of perjury that the building will be used as stated above and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. /moi " i Date // `- -1 `7 Signature of Owner Permit Fee - $60.0.0 . The above described AG Building is exempt from ng permit FLOO P C PV.D. ISS Receipt No. / 1d Manager Building Division �y BY DateL White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant Nov -20-00.03:12P John Starr YAX Atte.:-..._.._.. _ ._ ..._ .._.. ... . Phone Far Phone (530) 589-2942 ifs Co�c.rtr LNumber of pages including cover sheer __ FROM: John Starr .Better Builders Constnicnon Inc. 5263 Royal Oaks Dr. Oroville, CA 95966 Phone Fax Phone REMM; - ❑ Urgent ❑ Order conformation Job:Deliver to: (530) 589-2574 (530) 589-2942 ❑ Quote only ❑ pr s� ��rpr P_01 3-71 Nov -20-00 03:12P John Starr -4v-02-00 01:32P butte county Planning APP L Ti0 (530) 589-2942 P.02 530 538 7755 P.01 RECEIVED - N o v 0 7 2000 BUTTE COUNTY PLANNING DIVISION OROVILL- CALIFORNIA Asscasor's Parcel Number for Site, Street Address of Site 44 . Applicant's Name �is'�/S f/f+2G���.•-� Applicant's Address_%� YS 0�4��c+-l�k!Z, ./ Applicant's Telephone Number Building Permit Receipt Number — a" (Show copy of permit signed and issued) Date Sewage Disposal Permit Issued__ (Show copy of permit signed and issued) I certhat the above infonriadOn is correct and that I have read B unty Code tify Section 24-300 on the reverse side of this application. Applicant's Signature Btu TO BE FILLM IN BY PLANNING DIVISION Date Application Received Zoning Verified by Permits Reviewed by Date Letter Sent File-. "Mobile Home Permits - Temporary!' with copy of Letter v Al/6. c Post -it" brad tax transmittal memo 7671 N K.V0MV14-1iT01.6-m �; i r Nov -20-00 03:13P John Starr . t. 1 LL 1 Q ' .0-0 W a�ai 2 Z Ou Q WLL J J Ii a a J� Uu Qyu0 �-0w UZWU LL7 QLL LL 0 LL 00 (530) 589-2942 { i{r .Y P.03 Nov -20-00 03:13P John Starr (530) 589-2942 P_04 BUi rE COUNTY DEPARTMENT OF PUBLic nEALTH DIVISION OF ENVIRONMENTAL HEALTH SEWAGE DISPOSAL PERMIT Permit Issued to P. O. Box 5364 7 COUNTY CENTER DRIVE CHICO, CALIFORNIA 95927 OROVILLE, CALIFORNIA 95965 Telephone (S30) 891-2727 Telephone (530) 538-7281 Date Issued___ EXPIRES ONE YEAR FROM DATE OF ISSUANCE To construct a sewage disposal system for: Located at: t' zd' - - A.P. # SEWAGE DISPOSAL SYSTEM REQUIREMENTS SEPTIC TANK Liquid capacity: t gallons Material 7C - Special conditions: Total length: LEACHING FIELD feet Trench width: I inches Minimum No. of lines: Rock under pipe G inches Additional leaching geld will be required if experience shows it to be necessary. No part of the system maybe located within 50 feet of the center line of any County Road. NOTE: Satisfactory inspection by the Health Department is required before backfilling or putting the system into use. Occupancy of a new building is not permitted until the system is approved. Permit Fee $ t '-10 ; Penalty Fee $ Additional Fee $ Receipt No. S31 •278R (Rev.4/98) Issued By: TOTAL FEE $ i-+ L40. �7 EN`/IRON NTAL HEALTH SPECIALI Mal BETTER BUILDERS CONSTRUCTION, INC. John J. Starr, License No. 323225 5263 Royal Oaks Dr., Oroville, CA 95966 Phone (530) 589-2574 Fax (530) 589-2942 November 27, 2000 �? RE: Claudia Harcourt, AP#28-44-46 Claudia Harcourt is the owner of a 34 acre parcel (AP#28-44-46) in Bangor, CA. To date the following improvements have been made: 1. Installation of an irrigation system. See attached OWID water application 2. The installation of a septic system. Permit was issued 11/01/00. See attached 3. Installation of a road. 4. A well is being planned for potable water. 5. Started construction of a fence to enclose the property. Better Builders Construction is currently working with Claudia Harcourt to develop house plans. This new house will be built on the 34 acre parcel. We plan on applying for a building permit within the next 2 to 3 months and build the house in early sprang. Jo J. tarr Better Builders Construction, Inc. Permit Issued to BUTil. COUNTY DEPARTMENT OF PUHEALTH DIVISION OF ENVIRONMENTAL HEALTH SEWAGE DISPOSAL PERMIT 411 MAIN STREET • P. O. BOX 5364 7 COUNTY CENTER DRIVE CHICO, CALIFORNIA 95927 OROVILLE, CALIFORNIA 95965 TEL: (916) 891-2727 TEL: (916) 538-7281 FAX: (916) 895-6512 FAX: (916) 538-2140 Date Issued t 1 /C:37 l t r I t, EXPIRES ONE YEAR FROM DATE OF ISSUANCE To construct a sewage disposal system for: � P'Ac--C— ��''�\�� Located at: r ��.i-P �"�\ A.P. # C) C� 11 SEWAGE DISPOSAL SYSTEM REQUIREMENTS SEPTIC TANK Liquid capacity: iQ'Rn�XD gallons Material Special conditions: LEACHING FIELD Total length: ��`> feet Trench width:y inches Minimum No. of lines: Rock under pipe inches I . I Additional leaching field will be required if experience shows it to be necessary. No part of the system may be located within 50 feet of the center line of any County Road. NOTE: Satisfactory inspection by the Health Department is required before backfilling or putting the system into use. Occupancy of a new building is not permitted until the system is approved. Permit Fee $ Penalty Fee $ Additional Fee $ Receipt No. C) t -ate S31 - 278R (Rev. 6/94) BETTER Bl -` TOTAL FEE $ H Issued By: ENVIRONMENTAL HEALTH SPECT T do ,�/6� COUNTY OF BUTTEI OFFl RECEIPT C,. 310120 AOFFICE O DEPA TM NT ISSUING RECEIPT 20 Received from A5/ i' The S Received By 0� $ -/ ye)" o0 - CASH - - - - - U Title CHECK Y The Vtnage PrIntw. Inc- (530)877-9693 6144 APPLICATION FOR WATER SERVICE (NON -POTABLE) Oroville-Wyandotte Irrigation District P.O. Box 581, Oroville, CA 95%54581 p li�� C(uy 1a1v&M %v0( MS% topa" n. �� Phone 530-533-4578- FAX 530-533-9700 , - Jro_AV, nms DATE: ACREAGE: ASSESSOR'S PARCEL NO.: NAME: 11!aj'lCt+ TELEPHONE: ADDRESS: 214X IV`f OWNER: AGENT: OTHER: CITY/STATE/ZIP: �7 �� <,,�'/%�/ AMOUNT OF WATER PROPERTY CURRENTLY SiRVED BY OTHER WATER SOURCE? Y N F� TYPE: PROPERTY HAD WATER SERVICE BY RAILROAD COMMISSION Y [] N SERVICE LOCATION: I /lp PROPERTY- IN DISTRICT? Y [—] N DWELLING ON PROPERTY? Y N © NUMBER: IS PROPERTY FULLY DEVELOPED? Y NE] GENERAL PLAN: COMMENTS: 44 c",/A Sc/2-,Io ?��4 or, awe won a q, C x # /n 4� O e A�J,0, WATER SERVICE AVAILABLE? DITCH OR PIPELINE WATER SOURCE: RECORDED EASEMENT REQUIRED? MAINLINE EXTENSION REQUIRED? SERVICE INSTALLATION REQUIRED? ROAD -CROSSING REQUIRED? PROOF OF WELL REQUIRED? Y a N [] TYPE OF Y F_� N.T' Y� N� Y�N� YF -1 N[3" Y0"'NE] COMMENTS: ]OB ORDER NO.: NOTICE TO APPLICANT: Fees & charges aro estimates and are effective for 30 days. Installation of auinWeshervices w W be done by OWM at the applicants expense. Ditch (non -potable) water is delivered for irrigation -urp-ses and is not for domestic APP CANT'S SIGNATURE METERED: Comments BACKFLOW DEVICE REQUIRED? Y F� N TYPESIZE: A.G. R_ P. E] D.C. E] COMMENTS: ESTIMATED FEES d: CHARGES ur.NC1cn1.%.VMMCPN 1 a System Capacity ll Installation Estimate /ka Backflow Installation Est- %O,R Oo�� �iLx (,ti Anncration Proccising Countv Clerk's Posting Fee (S'_5) LAFCo Processing Fee Deposit (5600) LAFCu Sphere of Influence Fee (S I0/ac.) State Board of Equalvauun Fee Applicant's Inl'urmatiun Taken By ESTIMATE TOTAL � —lovq ._� 25L,Qf!4 p / %,15 ' e13' DO O 00 /, Al, J7071 Comments BY: �1 FA �MWMI W11 1 I W 01 IN �o = YPvgFv=IP= HANGER KEY X=HUS26 e ° O=LUS26 ` 1�4x� H=3X6 TRUL �� �OV BTR BLDRS / HARCOURT a QQ� J rlill oli nslll-BTR BLDRS / HARCOURT - Al HIPSET 6- SB TOP ,CHORD 2x4 DF -L41 oM OT CHORD 214 DF -L 01 WEBS 2x4 DF -L Standard N ;'LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. Q IUSE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0' OC. EXTEND m>LOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT o-XTENSIONS EVERY 4.00 FT TO FLAT TC. ATTACH 2x4 LATERAL 0 3RACING TO FLAT TC 0 24.00" OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33). OR DWG. BRCALHIPO699. SUPPORT HIP RAFTER WITH CRIPPLES AT 5- 7-14 OC. H W6X12 W3X8 e ca a 6 r— rz. . ca w .ca~ w w W4X4 a THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. #1 HIP SUPPORTS 6- 0- 0 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. W6X12 ,%p —1 6 n z W2X4 (Al) ® W4X4 m W1.5X4 a W4X6 W2.5X4 63 W4X4 a N2, 5Xr4 �T W2.5X4 0 W2X4 (Al) Ea z l�z-o-owl I,F2-o-o.�J Q I 6-0-0J 12-0-0 _I_ 6-0-0 _J In - C7), N GC R-1606 W-5.5' PLT TYP. Wave TPI -95 O O O N 0 N ti ALPINE IAlp� CA 9 180 esian Criteria: T SS I15T1TOT1: SBS D,ONOF110 DR.. SUITE 200.ALLING HADISOt AND NIRACSS719) P0FOR SSAFETY PRACTICby 1pt ESUPRIORATE TO PEB►ORHING THESE FUICTIORS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SMALL RAVE A PROPERLY ATTACHED 21910 CEILIN6- "1NPORTANT•• ►ONNISM A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENBIVEEREi PRODUCTS. INC. SMALL ROT Of RESPONSIBLE FOA All DEVIATION FROM TNiS DESIGN'- ANY FAILURE TO Sol LO THE TRUSSES IN CONFOAHANCE WITH GPI; OA FABRIGTIN6. HANDLING. SHIPPING. INSTALLING AA BRACING Of TRUSSES. THIS Oman CONf01NS WITH APPLICABLE PROVISIONS OF NOS (RATIONAL DESI SPECIFICATION PUBLISHED By THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ABC MADE OF NORA ASTM A653 6140 GALV. STEEL. EXCEPT AS NOTED. A/PLY CDNAECTOIS 10 EACH FACE OF TRUSS. ARD UNLESS OTHERWISE LOCATED 01 THIS DESIGN, POSITION CONNECTORS PER ORAYINGS 160 A-E. THE SEAL 01 TRIS OAAWING INDICATES ACCEPTANCE OF FROFESSTONAL 1961NEEZING RESPONSIBILITY SOLELY FOR THE TAOS$ COMPONENT DESIGN SHOY1. THE SUITABILITY A110 BSE Of FMIS COMPONENT TO ANY PART[CULAR BUILDING IS TBE RESPONSIBILITY OF.THE BUILDING DESIGNER. PER ANSI17PI 1-1991 SECTIO/ E. R-1606 W-5.5' Y2 n 20 #1 coNIG ��' �V�� DEQ PR �zO GA/ -11/-/-/-/F TC LL 16.0 PSF TC DL 10.0 PSF BC DL 7.0 PSF BC LL 0.0 PSF TOT.LD. 33.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale-.25'/Ft. REF R427--34488 DATE 06/20/00 D RW CAUSR427 00172030 CA -ENG TSB/GWH SEON - 39171 FROM KD fU%Qtn61A-RTR RLDRS I HARCOURT - A2 TOP CHORD 20 DF -L #1 M DT CHORD 2X4 DF -L #1 WEBS 20 OF -L Standard o,-;LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. I m L— 0 0 z W4X4- THIS ONG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR - IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS:, TO BRACE TC @ 24.00' OC, BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00.TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. A w, m w . W z C217 W2X4( W1. 5X4 W2X4(Al) v l.2-D-oa) z L.2 -0 -Dal 12-0-0 12-0-0 R-792 W-5.5" - w o ' PLT TYP. Wave TPI -95 R Design Criteria: TPI S O-'WARNIY6-- IR1iSES REQUIRE UTRENE CARE IA fABRICATIDN, tlAND11R6. StlIPP IN6. INSTALL IN6 ANO O BRAC IN6. REFER TO HIB -NI (HANDLING INSTALLING AND BRACING), PUBLISHED BY T►1 (TRUSS PLATE O IRSTITUTE. BHS O'0NWR10 DR., SUITE 200, It 1508. UI 57119). FOR SAFETY PRACTICES PRIOR TO N FERFORMINO THESE FUNCTIONS. MISS OTHERWISE INDICATED. TOP CHORD SRALL NATE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOR CHORD SHALL HATE A PROPERLY ATTACHED RIGID CEILING. O ..IMPORTANT" FURNISH A COPT OF THIS DESIGN 70 THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREI CV PRODUCTS. INC. SRALL NOT BE RESPORSIBLE FOR ANY 0191ATIOS FAUN THIS DESIGN; ANY FAILURE T BUILD THE TRUSSlS !N COtFORNAICE MRN TP11 OR FABRICATING. HARDl1NG. SRIPPIN6. INSTALL[86 A ALPINE BRACING OF Tomm THIS DESIGN CONFORRS VITO APPLICABLE PROITSIONS Of NDS (NATIONAL DES) ti SPECIFICA71ON PNBLISHED 61 THE AMERICAN FOREST MO PAPER ASSOCIATION) AND TPI. ALPINE LACS CONNEARE CTOR$ TRUSS. 411, UNLE of EASTH SSSS OTOAERW17i LOCAT40 E ONEEL THISEjCfPT OE SIGN.�POSITION CORIECTORNOTED. APPLY SNFIRORS TO ORAYINGS 160 A-1. THE SEAL ON THIS ORAY06 INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOOL THE TRUSS COMPONENT DESIGN $NOUN. THE SUITABILITY AND USE OF THIS AM= ED ILOCE CA MS Up- FORINTIFORANY SSECTIONCULRE AR BUILDING IS TRE SPONSIOILITY OF THE BUILDING DESIGNER, PER 1 R-792 N-5.5" kG A- Z Scale—.25"/Ft• REF R427--34495 DATE 06/20/00 DRW CAUSR427 00172031 CA -ENG TSB/GWH SEON 39208 FROM KD C CA/ -/11-/-/-/F TC LL 16.0 PSF 3 wW. TC DL 10.0 PSF (6 05 BC DL BC LL 7.0 0.0 PSF PSF 20 2000 * TOT.LD. 33.0 PSF OUR.FAC. 1.25 NW �P SPACING 24.0" A- Z Scale—.25"/Ft• REF R427--34495 DATE 06/20/00 DRW CAUSR427 00172031 CA -ENG TSB/GWH SEON 39208 FROM KD C (HARC0616-BTR BLDRS / HARCOURT - A2A COM) I TOP CHORD 2x4, OF -L $'1' cc=> -)T CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard ct• A;LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. I coo A w ,a • w ' w • z THIS ONG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC, BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W4X4 m 5X4 IB 1 4-3 0-0 Cvol��� z W2X4 (A1) - w W1.500 w" z Lc2-0 OaJ d L 12-0-0 1 10-0-0 J • L_ .—• 97--C1-0=Over 2"Suaports R-808 W-5.5" R-644 Azo De n Criteria: TPI STD CA - 1 - - - F Scale -.25" Ft. PLT TYP. Wave TPI -95 R 4 TC LL 16.0 PSF REF R427--34496 MANNING" TRO$SES REOUI0.L Eli6tM[ CARE SN FABRICATION, NIUDLING. SYIPPIFI IMSTAllll6 AND w ,r BRACING. REFER TO 1110.01 (HANDLING IMstALL116 AND BRACING). PUBLISHED RSAF BY TPI (TRUSS PLATE ,I TC DL 10.0 PSF DATE 06/20/00 IISTITOTE. $93 O'GNOFRIO DK.. SURE 200. MAOISOW. WI 53710). FOR SAFETY PRACTICES PRIOR TO FCRFORan THESE FUNCTIOIS. UNLESS OTHERWISE INDICATED. TDP CHORD SMllll NAIL PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLT ATTACHED RIGID CEILING. —IMPORTANT" fORA]SN A COPT of THIS DESIGN TO THE INSTALLATION CONTRACTOR. I WE EN6IR..HE BC OL 7.0 PSF DRW CAOSR427 0017203 BBOIILLDCTHE TRUSS11 Is CONFORMANCE ALL NOT BE OWITWLT►1: 01 FABRICATINGfOR ART BE FROM HANDLINGS SNIPPING. INSTALLING A.111 T 5 Q BC LL 0.0 PSF CA -ENG TSB / G WH JOBALPINE S►EtIfIUl10WUPY0lI SNFDiOYSTMESAMIH ICAW fG0."FORMSE$TTAIID ►APEEK�SSOCIATION)SOF AND TPI. (NATIONAL DE 1 n 2D 2000 CONNECTORS ARE MADE OF ROLA ASTM ASS3 GR60 AALV. STEEL, EXCEPT AS DIED' APPLY CONNICTORS TO t TOT.LD. 33.0 PSF SEON - 39182 EACH FACE OF TRUSS. AND UNLESS OTIERWISE LOCATED ON THIS DESIfiW. POSITION CONNECTORS P14 .p OKAYING$ 160 A4. THE SEAL ON -THIS D0.ANING INDICATES ACCEPTANCt Of PROFESSIONAL INSIAEtill Y CIVIL �_Fs DUR.FAC. 1.25 FROM KD ..r e" •• i. PTr nn usr Or TRIS 4%i._ -rim AARC0616-BTR BLDRS / HARCOURT - A3 TOP CHORD 2x4 DF -L #1 cc::' -)T CHORD 20 OF -L J1 \ WEBS 2x4 DF -L Standard "'it Slider 20 DF -L Standard -.BLOCK LENGTH - 1.500' (PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 0 C- C=3 0 z W3X10,P H 6 r— A 0 T>G w THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC 0 24.00" OC, BC O 72.00. OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W4X4 a 0 0-7-13 h -A-0-0 c ti W2X4 (Al) o W3X4 Ea wono a ••• . — W1.5Xz/ m czW5X4(EU E3 W1.5X4 ,0 142-0-0�1 d (� 12-0-0 t 11-4-11 J j13 coo i, I MS L R®\4 E� �pp CAI-/1/-/-/-/F TC LL , 16.0 PSF TC OL 10.0 PSF BC DL 7.0 PSF BC LL 0.0 PSF TOT.LD. 33.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale —.25 1F_t. REF R427--34497 DATE 06/20/00 DRW CAUSR427 00172033 CA -ENG TSB/GWR SEAN - 39185 FROM KD —` 23=4=11"Ov'er 2`Supports 1 J ::n R-790 W-5.5' R-753 W-5.5• 0 cr••A PLT TYP. Wave TPI -95 R Desi n Criteria: TPI STD O O ••WARM":•• 7NUSSES REQUIRE EXTREME CARE TN FABRICATION. HANDLING. SNIPPING. INSTALLING ANDD, BRACING. RLFEII TO HIB•91 (HANDLING INSTALLING AMD BRACINS). PUBLISHED BY TPI (TRUSS PLATE Ralson. N1 61119) FOR SAFETY PRACTICES PRIOR TO NS w V� O INSTITUTE, $07 D'ONOFRIO DR-, SN1TE 200, UNLESS DINEENISE INDICATED, TOP CHORD SMALL HAVE FROPERLT ATTACKED CV PERFORMING THESE FUNCTIONS. STRUCTIRAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. �E O ••lNPO0.TANT•• FURNISH A COPY OF THIS DESIGN TO TN[ INSTALLATION CONTRACTOR. ALPINE N6IILE0.EU INC. SHALL ROT BL RESPONSIBLE FON All DEVIATION FROM THIS DESIGN; ANY FAILURE T CV PRODUCTS. THIS DESIGILD THE TRUSSES IR CONFORMANCE WITH TPI: OR FABRICATING.MANDIING. SKIPPING. INSTALLING BUACIND N CONFORMS NITO APPLICABLE PROVISIONS OF Nos CNATIO DES( OF TRUSSES. ALPINE BNNAL SPECIFICATION PUBLISHED BT TIE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE * Jun 20 2000 •- a CONNECTORS ARE MADE OF FOGA ASTM ANSI 6440 SALT. STEEL, EXCEPT AS NOTED. APPLY CONNECTOR$ TO EACH FACE OF TRUSS. AND SILESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DIANSNG 1NDICATES.ACCEPTANCE Of PROFETSIORAL ENGINEER,": CIVIL BRAVE ASS 160 A•I. TOE SEAL ON THIS RESPONSIBILITY SOLELY FOR THE TRUSS COMPOIENT DESIGN SHOWN. THE SUITABILITY AND USE Of THIS a •� 10HPORENT FOR All PARTICULAR BUILDING iS TIE RISPONSIBIL17Y OF THE BUILDING DESIGNER. PER ��i:�•I r+y.IDO CA ANSI/TP1 1-1991 SECTION 2. j13 coo i, I MS L R®\4 E� �pp CAI-/1/-/-/-/F TC LL , 16.0 PSF TC OL 10.0 PSF BC DL 7.0 PSF BC LL 0.0 PSF TOT.LD. 33.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale —.25 1F_t. REF R427--34497 DATE 06/20/00 DRW CAUSR427 00172033 CA -ENG TSB/GWR SEAN - 39185 FROM KD ARC0616-BTR BLORS I HARCOURT - A4 COM) TOP CHORD 2x4 DF -L fl � )T CHORD 2x4 DF -L #1 WEBS 20 DF -L Standard Ca Q;-ATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. L— ao L— 0 0 z V b Ll 0 a . w THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC. BC 0 72.00" OC. DEFLECTION MEETS L1240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W4X4 - 5X4 N fiq ca T -.w a ITT1:85-0-o GO -A w > z u W2.5X4 a W2.5X4 0 z W2X4(Al) is W3X4� W1.5Xf1 5X4 N 12 L,2-0-DO y7r � ¢I 1 12-0-0 I 10-7-12 J �� ® C+7 Ca O C=D - C= O N O N z ,a ti 12_Oxer_2pports R-799 W-5.5- R-696 W=5.5' PLT TYP. Wave TPI -95 R Desi n Criteria: TPI S1 ••YARMINU^ 1BUSSES REQUIRE EITREME CAA[ It FABRICATION. NANDLIAG. 511PP11G, TBSTAlL 1RG AED BRACING. REFER TO WIB•B1 (HANDLING INSTALLING A110 BBACIIG), PUBLISHED Of TPI (TRUSS PLAT[ INSTITUTE. $OS D'0}OFRIO OR., &BIT[ 200. MADISON. YI SST1N). FDR SAFETY PRACTICES PRION TO PERFORMING THESE ►OICTIONS. BILE&& OTBLRNISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRICTURAL PANELS. BOTTOM CNORD SHALL RAYL A PROPERLY ATTACHED RIGID CEILING. ••IMPORTANT-• FURIISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SMALL NOT BE AESPONSIBLE FOR ART DEVIATION FROM THIS DESIGN: ANY FAILURE TO�// BUILD THE TRUSSES 11 CONFORMAICE HIT" TPI: OR FABRICATING. IWmLING. SHIPPING. INSTALLING AKq A L P I N E GRACING OF TRUSSES. THIS OE SIGN CONFORMS VITO APPLICABLE PROV151015 OF IDS (•ATIONAL CES16IILL SPECIFICATION POBl15R10 0/ Ttl[ AME0.7CAN FOIEST AND PAPER ASSOCIATION) AND TPI. ALPINE CDIRECTORS ARE MADE OF FOGA ASTH A653 OR40 6ALY. STEEL, ENCEPT AS 10110. APPLY COMNECTO}S TO EACH FACE OF TROSS. AID VILESS OTHERWISE LOCATED DV THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A•1. TIE SEAL ON THIS ORAWIAG INDICATES ACCEPTARCL OF fROFLSSIONAL LI67R[EAI16 AESfOIS101LITT SOLELY FOR THE TRUSS COMPONENT DESIGN SMOWN. THE SUITABILITY AND 051 OF THIS AbibeBBa ID. Imm COMPOI 1PatfS &[CIRTIC2� BUILDING IS THE RES►ONS101LITV OF THE BUILDING DESIGNER. PER Scale—.25"/Ft.- REF R427--34498 DATE 06/20/00 DR W CAUSR427 00172034 CA -ENG TSB/GWH SEQN - 39187 FROM KO GA - 1 - - r 3 W. & TC LL 16.0 PSF TC DL 10.0 PSF BC DL 7.0 PSF BC LL 0.0 PSF 20 2000y*,j TOT.LD. 33.0 PSF DUR.FAC. 1.25 SPACING 24.0" wv Scale—.25"/Ft.- REF R427--34498 DATE 06/20/00 DR W CAUSR427 00172034 CA -ENG TSB/GWH SEQN - 39187 FROM KO (.HARC0616-BTR BLDRS / HARCOURT - A5 Cl TOP CHORD 2x4 DF -L $1 c—".) OT CHORD 2x4 DF -L #1 :82 2x6 DF -L #2: \ WEBS 2x4 OF -L Standard c— p,; LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. E-• V "1-n A O Mx w THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC ® 24.00" OC, BC @ 72.00" OC. DEFLECTION MEETS L/240.OD LIVE AND L/180.00.TOTAL LOAD. .10 PSF BC LIVE LOAD PER UBC. W4X4 - (4 145 T 2-9-1 ls' -0-0 w -" B2 z W1ml I.5X4 IB N4X4 ® W3X8 r= W1.5X4 IG 0 Y:s W W2X4 A1) W1.5X4 0 , ` V _ 9-2-4 n- `'o� �R� z L-2-0-0-� 10-0-0 0 Q` ¢I I 12-0-0 I 7-2-4 Mme.. c+ -A cn O O O N O N z ^s ' ` 19=2=4 Over 2 SupportsI R-716 W-5.5' . Qp� R-550 1 v N CA - 1 - - - F Scale -.375" Ft. PLT TYP. Wave TPI -95 R Desi n Criteria: TPI STD •`YARNING•- TRUSSES REQUIRE EATREME CARE IN FABRICATION. MAMOLINB, SLIPPING. IRSTALLIRG AND PLATE .. Nn�W. TC LL 16.0 PSF REF R427--34499 BRACING. REFER TO HIB•91 (HANDLING INSTALLING AND BRACING). PUBLISHED) BY TPI (TRUSS INSTITUTE. SBS O'OROFRIO OR.. SUITE 200. MADISON. IT 5311I). FOR SAFETY PRACTICES PRIOR TO Ow TC DL 10.0 PSF DATE 06/20/00 PEAFORNIIG THESE FORCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACKED p4¢ STRUCTURAL PANELS. BMGM CHORD STALL NAVE A PROPERLY ATTACNEO RIGID CEILING. "11REERED BC DL 7.O PSF DRW CAUSR427 00172035 •IMPORTANT-• FURNISH A COPT Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALI BE IBIS DESIGN: ART FAILURE TO PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY OEVIATIOB FROM TPI: OR FABRICATISS. HANDLING. SHIPPING. INSTALLING AN B C L L 0.0 PSF CA -ENG TSB /GWR ALPINE I Ito TO TRUSSES IN CONFORMANCE VITN BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF IDS (NATIONAL DISI AND TPI. ALPINEI SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) APPLY TO * Jun 2O 2000 * TOT. LD. 33.0 PSF SEON - 39 CON AICTORS ARE MADE OF IDGA ASTM A6W DAAO Hui. STEEL. INCEPT AS NOTIO. CONIECTORS EACH FACE OF TRUSS. ABO UNLESS OTHERWISE LOCATED ON 7815 DESIGN. POSITION CORRECTORS PER DIAWINGS 160 A•2. TIRE SEAL Or TRIS DRAWING INDICATES ACCEPTANCE OF PAOFESSIORAL ENGINEERING �p %` �. DUR. FAC. 1.25 FROM KD v ,..��..�,1 AlP� 4fum nd- s+C[O�.CL 95ns CEOMPOAENT1fORYANYLELY FOR PARTICULAR[TRUSS BUILDING issONENT DESIGN SHOWN. THE SUITAIII711 RESPONSIBILITY Of THE BUILDINGIDESIGNERTV AND .EOF PER THIS ARSIFTPI 1.1I9S SECTION Z. SPACINGS 24.0" v N 6-1711 RLDRS / HARCOURT - A6 TOP CHORD 2x4 DF -L #1 o OT CHORD 2x4 OF -L #1 :B2 2x6 DF -L #2: WEBS 2x4 DF -L Standard p-;'LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. I 0 0 z H V Ll O L]!-. Gi • W O. W z W2X4i z W . w z Y1. 6 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. 1N L1tU Ur zinuuivnM6 rn,•. �-a ..,. ,. a..... ..�• -------------, TO BRACE TC @ 24.00" OC. BC @ 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W4X4 Em '4 8 4 �-2-0-0--� 12-0-0 ) 3-8-11 J 1 �:z R-605 W-5.5' N , M PLT TYP. Wave TPI -95 R Design Criteria: TPI S1 O ••MARNIMG•• TRUSSES REQUIRE EXTREME CME IM FABRICATION. BANGLIAO, SNIPPING. INSTALLING AMD O BRACING. REFER TO 41 '91 (MANGLING IMSTAILING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE O INSTITUTE. 5113 O'010FR10 DR.. SUITE X00. MADISON, M1 WIN). FOR SAFETY PRACTICES 91101 TO N PERFORMING TEES( FRICTIONS. UNLESS 0111MMISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED SRUCTUNAL PANELS. 80TT0M CHORD SMALL MAT( A PROPERLY ATTACHED RIGID CEILING. O •IMPORTART•• fORNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED N PRODUCTS, INC. SMALL NOT Of MESPONSIBLE FOR ANY DEVIATION FROM THIS O(SIGN: ANY FAILURE T0/ BtlIlO THE TMOSS[S II CON►ORMAIICE NITH T►i: DR FABRICATING, HAYOIiNt. SNtPPIHG, INSTALLING AMO`/ ALPINE S ECIFICATIONUPUBLI$RED BYTHIS THEDESIGN ANEMICAMOFORESTTAM PAPER LASOCIATION)SAND TPI.Of VIDS(�ALPIREORAL DESIGN ti CON RECTORS ARE MADE OF tOGA ASTM A613 GA40 GALT. STEEL, EXCEPT AS NOTED. APPLY CONVECTORS TO EACH FACE OF TRUSS. AHD UNLESS OTNERMISE LOCATED 01 THIS DESIGN. POSITION CONNECTORS PER �,N,,,,�. RESPONSIBIINGS LITY SOLELYTFORSEAL an IRE TRUSS ICOMPONENNTT DESIGN SHOMIINDICATES tEPTATHE GUITABILITYCE OF ONAL AND USEOFTHHIS A,�pp pl...+--M I=, COMPO IT FOR ANY PARTICULAR 1NILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER BHakowic.CA938n ANSIlTPI 1.1995 SECTION 1. R-433 0, Jun 20 2000 LA/-/11-/-l-jr TC LL 16.0 PSF TC DL 10.0 PSF BC DL 7.0 PSF BC LL 0.0 PSF TOT.LD. 33.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale —.375"/Ft. REF 8427--34500 DATE 06/20/00 D RW CAUSR427 00172036 CA -ENG TSB/GWH SEON - 39204 FROM KD 1 ..♦.........� nrn n, nnr ♦ UA --102 _ Al TOP CHORD 2x4 OF -L i1 c- OT CHORD 2x4 OF -L #1 \ WEBS 2x4 OF -L Standard rn ,, LATES DESIGNED FOR GREEN LUMBER PER NOS -97 TABLE 7.3.3. I 0 0 z • H V 'A A O a O.. A W ' • Sy W W . z c W2X4i z W W z n.. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00' OC, BC @ 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 -TOTAL LOAD. 30 PSF BC LIVE LOAD PER UBC. W2.5X4 CA/ -/l/ Lr ---2- 0 - D --j - Scale —.375'/Ft. 12-3-2 Over 2 Supports 16.0 10.0 7.0 0.0 33.0 PSF PSF PSF PSF PSF W-5.5" DATE 06/20/00 :R-495 R-315 SEON - 39195 R, 1.25 N C-3 SPACING 24.0" Co PLT TYP. Wave TPI' -95 R Design Criteria: TPI STD O •WARMING-" TRUSSES RE09IRE EXTREME CARE IN FABRICATIOR. HANDLING. SNIPPING. INSTALLING AND BY TPI PLATE �V� h! G O BRACING. BE El TD MIB•91 (RANOLIRG INSTALLING AND ORACINC), PUBLISHED (TRUSS INSTITUTE. SBS D'DNOFRIO DR.. SUITE 200. MADISON. N1 53719). FOR SAFETY PRACTICES PRIOR TO 0' CV PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL RATE PROPERLY ATTACKED STRUCTURAL PANELS, BOTTOM COORD SHALL RATE A PROPERLT ATTACHED RIGID CEILIRG. _ - C •IMPORTANT— FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE EAGINEERED C\X 1R000CTS. INC. SMALL 101' 01 RESPONSIBLE 102 ANY 0111ATION FROM THIS DESICPI ANY FAILURE TO BUILD TO TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND ALPINE BRACIR9 Of TRUSSES. nlS DESIGN CONFORMS WITH APPLICABLE PROVIS"IL, OF HIS (NATIONAL DESIGN TPI. AIPIHE SPECIFICATION PUBLISHED IT THE AMERICAN FOREST AND PAPER ASSOCIATION) AID TO i �Un 20 2000 CONNECTORS ARE MADE 01 20GA ASIA ROSS OR00 GALY. STEEL, EXCEPT AS 10710. APPLY COBAECTORS EACH FACE OF' TRUSS. AND BNLESS OTRERNISE LOtA7I0 ON TRIS DESIGN. POSITION CONNECTORS PER ' • ,�,,.�,�,E sem..... ,.= ""� 9" C 0�°a DRAWINGS 160 A•2. THE SEAL ON THIS CRAVING INDICATES ACCEPTANCE Of PROFESSIONAL ERGIN6EAING REIPOI6IOILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SDITAOILITY AID USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDINR DESIGREA. PER ANSI/TPI 1.1995 SECTION 2. CM1, �OF CA/ -/l/ -/-/-IF Scale —.375'/Ft. TC LL TC DL BC DL BC LL TOT.LO. 16.0 10.0 7.0 0.0 33.0 PSF PSF PSF PSF PSF REF R427--34501 DATE 06/20/00 ORW CAUSR427 00172037 CA -ENG TSB/GWH SEON - 39195 DUR.FAC. 1.25 FROM KD SPACING 24.0" IOP CHORD 2x4 DF -L i1 OT CHORD 2x4 OF -L $1 � WEBS 20 DF -L Standard p.;'LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 1 CXD L:- 0 0 z Cn H v ra 0 Ix a A W W W2x4 z W W1.5X4 N 1 THIS DNG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00' OC. BC @ 12.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 -TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. 4-8-15 -0-0 14-2 -0 - D --j ---8-9-10 Over 2 Suppor-t.s� R-389 N-5.5' R-192 N Cn Ca PLT TYP. Wave TPI -95 R Oes1 n Criteria: TPI(S' --WARMING-- TRUSSES REOUIRE 1ITREME CARE IN FABRICATION, tlANOI ING, SNIPPING, INSTALLING AMD BRAC AIG. REFERTO NEa-1l (6ANOIIIG INSTALAMD BIIAt I.Q. PNBLISHED BT TPI (TRUSS PLATE CV INSTITUTE. IB) D? OFA IO DR.. SUITI 200. L.I.MAD1501. VI 53119), FOR SAFETY PRACTICES PRIOR TO PERFORMIRG THESE FUNCTIONS. UNLESS OTNERYISE INDICATED, TOP C10RD SHALL HAVEPROPERLY ATTACHED 0 STRUCTURAL PANELS. BOTTOM CHORD SMALL UTE A PROP EALY ATTACHED 11GID CEILING. .-IMPORTANT- FURNISH A COPT OF TNIS DESIGN TO TEE INSTALLATION CONTRACTOR. ALPINE ENGINEERED C\I PRODUCTS. INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN. ART FAILURE T90 NUILD THE TRUSSES IN CONFORMANCE WIT1 TPII OR FABRICATING, RAN If SNIPPING. INSTALLING A ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS KITH APPLICABLE PAOVISI0R5 OF MDS (NATIONAL OESIGIr => SP ICIFICATI01 PUBLISMED-BT THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ABC MADE OF 100A ASTM A653 GA40 QALY. STEEL. EICEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERVISE LOCATED ON TRIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A•2. TEE SEAL DE TNIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING eT,,,,,, ,,, RESPONSE OIL ITT SOLELY FOR TOE TRUSS COMPONENT DESIGN SBOVN. THE SUITABILITY AND USE OF THIS ^�Y-�6" a CA 9582B �" COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI /TF1 1.1995 SECTION 2 - am) CA -1---F pyy,yA TC LL 16.0 PSF TC DL 10.0 PSF BC OL 7.0 PSF BC LL 0.0 PSF 20 200,0�P * TOT.LO. 33.0 PSF :VN- DUR.FAC. 1.25 SPACING 24.0" Scale —.315'/Ft. REF R427--34502 DATE 06/20/00 D R W CAUSR427 00172038 CA -ENG TSB/GWH SEON - 39197 FROM KD (RARC0616-BTR BLDRS / HARCOURT - A9 MONO o OP CHORD 2x4 DF -L #1 c-)I10T CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard Q:ILATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. I r 0 0 0 W3X4 o C.7 H 6(_ ' A a 3-0-3 A ' ni W " a W -0-0 W z I W1.5X4 W W2X4(A1) a 1 C23 Wl-.5X4 # :2-- Z:: a 0 -0 -- THIS DWG PREPARED FROM COMPUTER INPUT (LOADS d DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS TO BRACE TC @ 24.00' OC, BC ® 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. Ay cc CA - 1 - - - F Scale -.375' Ft. w iTC LL 16.0 PSF REF R427--34503 Y� TC DL 10.0 PSF DATE 06/20/00 1 BC DL 7.0 PSF DRW CAUSR427 00172039 BC LL 0.0 PSF CA -ENG TSB/GWH un 20 2000 NY TOT.LD. 33.0 PSF SEON - 39199 SPACING 24.00 C>v:C;gUFo`" FROM KD 1*�-4-1 Over 2 Supports R-302 W-5.5' off. R-50 C_ - M - CAC)- PLT TYP. Wave TPI -95 R Design Criteria: TPI ST [� `YARNING' TNOISES BEGIIRE [STREM CARE IN FABRICATION, HANDLING, 50IFPIN6. INSTALLING AND 0 BRACING. FER TO BIB -B1 (HANDLING INSTALLING AND BRACING). PNILISNED BY TPI (TRUSS PLATE RE 0 INSTITUTE, 697 D-ONDFIIO DR.. SUITE 500. MADISON. NI 53719), FOR SAFETY PRACTICES PRIOR TO N PERFORMING THESE FUNCTIONS. UNLESS OTNERITSE INDICATED, TOP CHORD SHALL NATE PROPERLY ATTACIEO STRUCTURAL PANELS, BOTTOM CHORD $NALL NATE A PROPERLY ATTACKED RIGID CE11N0- C=; IMPORTANT^ FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED N PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FON ANY OITIATION FROM THIS DESIGN: ANY 'A'IOSE TO/ BUILD THE TRUSSES IN CONFORMANCE KITH T►l: OR FABRICATING, HANDLING. SNIPPING, I.STALl1YG AID BRACING OF TRRSSt S. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (IATIOAAL DE 51611 ti ALPINE SPECIFICATION PDBLISBEO BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TFI. ALPINE CONNECTORS ARE MADE OF FOGA ASTM ABSS GR40 GALT. STEEL, INCEPT AS NOTED. APPIT CONNECTORS TO EACH FACt OF TRUSS, AAD UNLESS 07HERVISI LOCATED 01 THIS DESIGN. POSITION CONNECTORS PEI ''�.,t OIIANIRBS 1G0 A -t. THE SEAL DR THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING "W' $RELY FOR EBU[LDIKS COMPONENTUSS SHORN. THE 1DESIGNER. PER TY AND USE Of X14 RESPONSIBAWW THE $R� CA, 95BU BOILD1N6SIGN CONPOIERTI ON ANY PARTICULARLITY TEE RESPONSIBILITY OF ANSI7YPI 1.1995 SECTION 2. Ay cc CA - 1 - - - F Scale -.375' Ft. w iTC LL 16.0 PSF REF R427--34503 Y� TC DL 10.0 PSF DATE 06/20/00 1 BC DL 7.0 PSF DRW CAUSR427 00172039 BC LL 0.0 PSF CA -ENG TSB/GWH un 20 2000 NY TOT.LD. 33.0 PSF SEON - 39199 SPACING 24.00 C>v:C;gUFo`" FROM KD C0616 -BTR BLORS'/ HARCOURT - AID GIRD DRAG o ITOP CHORD 2x4 OF -L #1 a BDT CHORD 2v6 OF -L SS "' WEBS 2x4 DF -L Standard 1-1 N ILATES DESIGNED FOR GREEN LUMBER PER NOS -97 TABLE 7.3.3. c_: 1(ADDITIONAL LOADS PER TRUSS FABRICATOR 110 - 107 LB Conc. Load at 2.00. 18.00 (HI) _1C - 221 LS Conc. Load at 4.00, 16.00 (Hl) a IC - 335 LB Conc. Load at 6.00. 14.00 (H1) SIC - 674 LB Conc. Load at 8.00. 12.00 (H2) o= . Q (H1) %wammmeeD CONNECTION FOR TRUSS FRAMING TO THE BOTTOM C=) CHORD: SIMPSON LUS26 SEE SIMPSON CATALOG C-2000. CIO m �-- ccoo (42) QED CONNECTIONiFOR TRUSS FRAMING TO THE BOTTOM rn CHORD: S,IMPSON HH6U6._SEE SIMPSON CATALOG C-2000. C5 W3X4 A X 6I- ry W6X6 0 a W1.5X4 R >r T 1-4-3 3� W4X4 to oW5X8 E3 I X.3 W= ts.l.� �� W06 (R) 8 NS714 n (4w(- 0 q;,-4 THIS ONG PREPARED FROM COMPUTER 1RPUT (LOADS 6 DIMENSIONS) SURMITIED BY TRUSS MFR. "• THE HAXIHUM HORIZONTAL REACTION IS 2600.00#--* IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC. BC 0 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. TRUSS TRANSFERS 125.00 PLF ALONG TOP CHORD THROUGH TRUSS -TO SUPPORT(S) WHERE INDICATED. DIAPHRAGM AND CONNECTIONS ARE TO BE DESIGNED BY ENGINEER OF RECORD. W3X4 o ,�6 W4 X4 a W6X6 4a A kc r"A S CO ON W1,.. 5X-4,12 `tom � ` 84A-0 A` 1-4.3 % W5X8ae C_'.') h 10-0-0 CDfJ 20-0-0 Over 2 Support ! Rh -2500//-2500-2500 R-2741 R-2741 V-5.5' LI)" L'�; PLT TYP. High Stren th Nave TPI -95\R Des! n Criterla: TPI STD CA - 1 - - F Scale -.37S• Ft C\l j QV a O v C=) . I Ln N i E- U O ALPINE �A,, �M>��a'OOCAINA saga 7 -YARNING-• 11ISSIL 110010191149141 USE E1 FAIRKA IC1.,SAIDLISo, SNIPPING, IS Alt 4G'A1D VMCIRS. RIf1/ TO 119.91 (IANOUTA 1NITALRINS AID alAClti� • PDILISBIO IT IPI . (TRUSS FLATS INET I TOT[. Sq 0.OGMIO U.. S6I11 8110: BAOISON. UI p1111. -FCA SAFM PRACTICES PA 10R TO PEArolgtU TNCSI Fulatoli. Ilt9ts at"111 11 IIDICATI9.'TaP,CH(tn SNALC 8411 P40PCALT ATTACKED ST1mv&A1 "m",. $mom Cam INALt MIO A INO/111T'ATiNCNED RIGID CI11116. ^IMPORTANT•- rmIA A CITY at nl$ OrIIq TO.TIt 313 IIAT309 C9ITIACTa. UPINI (Hill U[0 VIDOUCTS. ttC.:YALI toT I! BTIOBNLB 'r➢N ANT' O811AT 01 /NWI�TNIN OI9lRN: AAT rAl lORt TO luno TB TRUSTS 14 CWCMU09 WIN fit[ w •fXIUtuT9t1 iNAMLIB. S1IPHKG. INSTALLING M IIx IRE OF 703S[S. TRIS DESIGN COIFOW Y1B'APPLICAILI PROVISIONS 01 NCS (NATIONAL IIII CONNRIIC CTOO:AIi AMSPACE or TOGA=ASTM A1111 a�O alT.7TittuARMY AS ACTED. Tii1T CaMAKIV4S TO fAAX rAC1 OF TONS. AND UNLESS 61IEI1111C LOCATIA 01 "IS 019361. "UTICA 0A19CMS UR "3115 194 A.S. TEs SIAL 01 USA CRANING lm ICATIS ACCAPTAKI Of PISFI4IIBAL EASINEIAIURIOD RC011101/tf1!ft AN�PAATICCLAA(l/not G/ISCTilt NISPONt1AIfir KIND LITV Or INS ADILDI14[OISIGIA4. PEI IMES AA2I(rPl t IAn ircrla E. 9 ` # Oct 24* 2000 * �. CNIL � TC LL 16.0 PSF TC D! 10.0 PSF BC DL 7.0 PSF 8C 'LL 0.0 PSF TOT. L0. 33.0 PSF REF R427--63690 DATE 1OJ23/00 DRN CAUSR421 002970J5 CA -ENG TSB/GWH SEAN - 48512 DUR.FAC. 1.25 FROM KD SPACING 24.0" C1c 1� a . C1c 1� n ,, - n. nnc . u1nP/111OT _ e1 UTOCCT G. O TOP C� HORD 2x4 DF -L'#1 :T2 2x4 DF -L #1&Bet.: � BOT CHORD 2x4 OF -L #1 --:r WEBS 2x4 OF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NOS -97 TABLE 7.3.3. USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0. OC. EXTEND coo SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT o EXTENSIONS EVERY 4.00 FT TO FLAT TC. ATTACH 2x4 LATERAL ,-;BRACING TO FLAT TC @ 24.00' OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33). OR DWG. BRCALHIPO699. SUPPORT HIP RAFTER WITH CRIPPLES AT 5- 7-14 OC. H W6X12 0 W3X10 E3 T2 A a 6 r— N W4X4 - THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. #1 HIP SUPPORTS 6- 0- 0 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. W6X12 4�? COU '04-k _ 'OIG Dip c ti W2X4 (Al) to � ,�� W4X4= W1.5X4 M W4X6 Ea W2.5X4 Q W4X4 � W3 X4 44,W2X4 A r.1•e` W W3X4 4 �✓ Ap P R O L'z-D-Oaj lFs o 0�1 A1. - d 6-0-0 I 14-0-0 _h 6-0-0 _I 01 ca R-1759 W-5.5' PLT TYP. Wave TPI -95 R Design Criteria: TPI(S1 `YARNING-- TRISSES REQUIRE EETREHE CARE 11 FABRICATION. HANDLING. SHIPPING, INSTALLING AND BRACING. REFERTO MII.91 (HANDLING INSTALLING AND NIACINS). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 6B! 0'0401110 OR., SHITE 200. MADISON, II 53119). FOR SAFETY PRACTICES PRIDE TO PERFORMING THESE FUNCTIONS. /BLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PHONILY ATTACHED STRUCTIRAL PANELS. BUTTON CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. —IMPORTANT'• FUSNISW A COPY OF THIS VISION TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED P10DVCT1. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANT FAILURE TO/ BNILO THE TRUSSES 11 CONFORMANCE WITH TP11 OR FABRICATING, "'"`, SNIPPING. INSTALLING Alli ALPINE BIACISa OF TRUSSES. THIS DEBT GH CONFORNS WITH APPLICABLE PROVISI015 OF SOS (NATIONAL DESIB lPECIFICATNON PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AID TPI. ALPINE CONNECTORS ARE MADE Of TOGA ASTM ABB! GR40 GALV. STEEL. ENCEPT AS NOTED. APPLY CONNECTORS TO ,. EACHFACE O► TRUSS. AND NILE SS OTHERWISE LOCATED OR THIS DESIGN. POSITION CONNECTORS PER DSANINGS 160 A-E. TME SEAL OI THIS GNAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �t,. L,. �� RESPONSIBILITY SOLELY FOR TIE TRUSS COMPONENT VISION SHOWS. THE SUITASILITY AND USE OF THIS A4d ,u �� COMPONENT FOR ANY PLLTICGLAI BUILDING IS TIE AESP04SIBIL171 OF THE OUILD114 DESIGNER, PER AIS//TVI 1.1995 SECTION E. R-1759 W-5.5' W. Jun 20 2000 I,R/-/1/-/-1'1r TC LL 16.0 PSF TC DL 10.0 PSF BC DL 7.0 PSF BC LL 0.0 PSF TOT.LD. 33.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale-.25'/Ft. REF R427--34506 DATE 06/20/00 DR W CAUSR427 00172041 CA -ENG TSB/GWH SEON - 16545 FROM KD 16 -BTR BLDRS / HARCOURT - 82 TOP CHORD 44 DF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard .'LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. rz, F U A �- C7 « a A ' W ' W W2X4( W THIS DWG PREPARED FROM COMPUTER INPUT (LOADS E, DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00' OC. BC 0 72.00. OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W4X4 - z �c2-0•o�l ) E3 1.2 -0 -Da) 5,2- bu-r B -0-o G C) PP` P R®\4 ED .AP 13-0-0 I 13-0-0 _I Q I 26-0-0 Over 2_S.uppor_ts. `I R-858 W-5.5' R-858 W-5.5' cn • - PLT TYP. Wave TPI -95 R Design Criteria: TPI STD 19. CA - 1 - - F Scale —.250/Ft. --fARNIRG" TRUSSES IIOUIRE EXTREME CARE IN FABRICATION. HANDLING, SNIPPING. INSTALLIIG AND F 4 TC LL 16.0 PSF REF R427--38060 C O BRACING. IEFER TO HIP -91 (NAIOLING INSTALLING ABU BRACING), PUBLISRFD BY TPI (TRUSS PLATE INSTITUtt. SBS D'OHOTIIO OR., SUITE 100. MADISON, N1 67119), FOR SAFETY PRACTICES PRIOR TO FENFORMINB THESE ►WCTIONS. NNLESS OTHERWISE INDICATED, TOP CHORD SHALL RAVE PROPERLY ATTACHED ^^rV►+/E TC DL 10.0 PSF DATE 06/22/00 N STRIC70AL PANELS, BOTTOM CHORD SHALL RAVE A PAO►EHL ATTACHED RIGID CEILING. --IMPORTANT-- FURNISH A COPT OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 7.0 PSF DRW CAUSR427 0017/002 c%s N HC. SHALL HOT B[ AES►ONSIOLI FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE 70 PNODBCT3. ::CS-SES BUILD TR[ TRUSSES IN CONFDHIIANCE WITH It. 04 FABRICATING, HANDLING. SHIPPING, INSTALLING AND BC LL 0.0 PSF CA -ENG AEB/PBC zA L P I N E BRAC1fG or TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF EO$ (NATIONAL DESIGN SEANPI. - 39442 ECI Ir I01 ALPINE BY TASTM TAPPLY TO � � TOT. LD. 33.0 PSF ti CONIECTURSIf ARE MADE OFDIOGAASS3 SRHORGALEST STEEL. [ICPAPER E" ASIB TED.O COMMONS EACH FACE OF TRUSS, AHD DILISS OTHERWISE LOCATED OR THIS DESIGN. POSITION CONNECTORS PER DEANINGS 160 A -l. TWE SEAL ON THIS GAINING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING DUR . FAC. 1.25 FROM KD Alpine n_ � RESPONSIBILITY SOLELY FOR TWE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE DF TRIS CONPONEfT rail ANY PARTICULAR BOILDIRG IS THE RESPONSIBILITY Of THE BUILDING DESIGNER. PEN SPACING 24.0' gCPfo&ct ANSI ITPI 1.1995 SECTION 2. o'OP CHORD 20 DF -L i1 IQOT CHORD 2x6 DF -L #2 cc WEBS 2x4 OF -L Standard cL:'LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. (ADDITIONAL LOADS -C - From 52 PLF at 6.00 to 52 PLF at 14.00 o 'C - 140 LB Conc. Load at 6.00 C -;)C - 535 LB Conc. Load at 4.00 z (Si) CONNECTION FOR TRUSS FRAMING TO THE BOTTOM CHORD: SIMPSON>LUS26. SEE SIMPSON CATALOG C-2000. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC ® 24' OC. ms • EW5X12 W3X8 a 6 r ASr W a W, z W4X4 s W1.5X4 N c7 ` W2X4 (Al) �� S1 Wl� ) w W4X4,0 W7 w THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W1.5X4 M W1.5X4 W W1.5X4 M 11L\ W1.5X4 N - I W3X4e W4X4 W2.5X4 a -16 W3X10 e . tN W3X4 INS a3 M444 �f� i v JDEPk\R-fMERTj M4,(41) Ml�2-D oaf I (c2 -0 -Oa) d 1 6-0-0 I 14-3-8 1. 5-8-8 J 26-0-0 Ov_err2_Supports` j R-1730 N-5.5' a R-1077 W-5.5' M . C.o PLT TYP. Wave TPI -95 R Design Criteria: TPI STD CA - 1 - - - F Scale -.25"/Ft. C � "MANNING" TRUSSES REQUIRE EXTREME CME IN FABRICATION. HANDLING. SNIPPING, INSTALLING AND BRACING. REFER 70 NIB -91 (HANDLING INSTALLING AID BRACING), POOLISBED BY TPI (TRUSS PLATE S PRIOR TO VPROPERLY - n OW %W TC LL 16.0 PSF REF R427--34508 N 200. If DATEFETY ATTACHED TC DL 10.0 PSF DATE 06/20/00 SS OTHERNISfDISON- VIIFOR111RG THESEOFUNCTIONS.RUNLEESTE IVOICATED. TOPICHORDfSHALL STRUCTURAL PMEl', BOTTOM CNORO SNALI NAVE A PROPERLY ATTACHED RIGID CEILING. PSF DRW 00172046 ••IMPORTANT" IORIISO A COPY OF THIS DESIGN TO TIE INSTALLATION CONTRACTOR. ALPINE EIGIREIRED BC OL 7.0 CAUSR427 c� PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM TIIS•DESIGI: ANY FAILURE T WITH TPI: OR FABRICATING, HANDLING, SNIPPING, INSTALLING AI 0.0 PSF CA -ENG TSB/GWH .-�- BUILD TME TRUSSES SI CONFORIWICE PROVISIONS OF NDS (NATIONAL DESS BC LL ti ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS VETO APPLICABLE BY THE .1111. FOREST MD PAPER ASSOCIATION) AND TPI. ALPINE S►ECIFICATION VIBLISNED EXCEPT AS NOTED. APPLY CONNECTORS TO *' Un 2O 2OO TOT.LD. 33.0 PSF SEON - 18564 CONNECTORS M[ MAGE OF EOGA ASTM ROSS 6tl0 GAIN. STEEL. EACH FACE OF IONATED OI THIS DESIGN. POSITION CONNECTORS PER USEAL �F,�,.,. ��S -P- Or- 2 THIS RO OR+Uf1RG5 160 A•1. GME SEAL 01 71113 DRMfN6 INDICATES ACCEPTAICE 0/ PtOFEb510RA1 ftilR [H [ti A-1. THE RESPONSIOIIITT SOLELY FOR THE TRUSS COMPONENT OESION SHOWN. THE SUITABILITY MO USE OF THIS COMPONENT fon AIT PMTECULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, TEL MSI/iV1 1.1995 SECTION 2. _ _ �.IV11'. �CALI _� DUR,FAC. SPACING 1.25 24.0N FROM KD HARC0616-BTR BLDRS / HARCOURT - Cl MONO HIP GIRD) ' ' THIS DWG PREPARED FROM COMPUTER INPUT (LOADS b DIMENSIONS) SUBMITTED BY TRUSS MFR. I - OP CHORD 2x4 OF -L #1 OT CHORD 2x6 DF -L #2 WEBS 20 DF -L Standard tm.:'LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 14DDITIONAL LOADS colt - 650 LB Conc. Load at 2.00 0 o Il HIP SUPPORTS 4-0-0 JACKS WITH NO WEBS. z 'ORNER SETS ARE CONVENTIONALLY FRAMED. I'wevNREM CONNECTION FOR TRUSS FRAMING TO THE BOTTOM CHORD: SIMPSON LUS26. SEE SIMPSON CATALOG C-2000. H W2.5X4 0 W2.5X4 a 6 I— A W2.5X4 t 0 Mz A1. w T 2-0-4 ,x 1-4-3 I_jw-8-0-0 z o W3X8,: W1.5X4 M z W1.5X4 0 w w I PLT TYP. Wave TPI - 0 0 0 N O N ti7ALPINE Npsm; E [D CA 9 Inc, DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24. OC. Criteria: TPI BRACING. REFER TO BIB•PI (NANOLING INSTALLING AND BRACING), PUaLISHED BY TPI (TRUSS PLATE INSTITUTE. Sal O'OROFRIO OR.. SUITE 100, MADISON, M1 S371U), FOR SAFETY PRACTICES PRIOR TO PERFORMING TRESS FUNCTIONS. UNLESS OT.ERNISE INDICATED, TOP CROID SHALL HAIE PROP EALY ATTACHED STRUCTURAL PANELS. SOTTOH CHORD SMALL HAIE A PROPERLY ATTACHED RIGID CEILING. ,*IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREI PRODUCTS. INC. SHALL NOT BE RESPORSIBLE FOR ANY DEVIATION FROM Tits DESIGN; ANY FAT LUSS T BUILD TRE TRUSSES IN CONFORMANCE NITH TPI; ON FABRICATING. HANDLING, SHIPP IRO. INSTALL[.. A BRACIUG OF TIUSSES. THIS DESMON CONFORMS WITH APPLICABLE PROVISIONS OF NOG (NATIONAL BEST SPECIFICATIOU 'U Li. HY TBE I(I CAN FOREST AND PAPER ASSOC[ATIOH) ARD TPI. Al P1.E CORNECTORS ARE RACE OF By ASTM A653 GI40 GALV. STEEL, EIC(PT AS ROTED. APPLY CONVECTORS TO EACH FACE of YVUSS. AND U1tESS OTIERWISE LOCATED ON THIS DESIGN, POSITION CONNECTOR% PEI DRAWINGS ISO A.I. THE SEAL 01 TIES DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL EIGIIEERINO RESPOISIVILItY SOLELY FOR 711 TRUSS COMPONENT DESIGN SIGNS. THE SUITABILITY AND USE OF THIS COMP EST FOR ANY PARTICULAR 01ILDING IS THE RESPONSIR1tITY or THE BOILDING DESIGNER. PER ARS]ITPL 1-109S SECTION 1. 1N[ Jun 20 cI i�ell Ila �0\j CA/ -/1/-/-/-/F TC LL 16.0 PSF TC DL 10.0 PSF BC DL 7.0 PSF BC LL0.0 PSF TOT.LD. 33.0 PSF DUR.FAC. 1.25 SPACING 24.02 Scale-.3752/Ft. REF R427--34509 DATE 06/20/00 DR W CAOSR427 00172051 CA -ENG TSB/GWH SEON - 18561 FROM KD 2-0-0 _(_ 2-0-0 _- I1 ,( -.0-0 Over 2 Supports R-526 W-5.5' I�.. R-535 LS7 M t:D I PLT TYP. Wave TPI - 0 0 0 N O N ti7ALPINE Npsm; E [D CA 9 Inc, DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24. OC. Criteria: TPI BRACING. REFER TO BIB•PI (NANOLING INSTALLING AND BRACING), PUaLISHED BY TPI (TRUSS PLATE INSTITUTE. Sal O'OROFRIO OR.. SUITE 100, MADISON, M1 S371U), FOR SAFETY PRACTICES PRIOR TO PERFORMING TRESS FUNCTIONS. UNLESS OT.ERNISE INDICATED, TOP CROID SHALL HAIE PROP EALY ATTACHED STRUCTURAL PANELS. SOTTOH CHORD SMALL HAIE A PROPERLY ATTACHED RIGID CEILING. ,*IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREI PRODUCTS. INC. SHALL NOT BE RESPORSIBLE FOR ANY DEVIATION FROM Tits DESIGN; ANY FAT LUSS T BUILD TRE TRUSSES IN CONFORMANCE NITH TPI; ON FABRICATING. HANDLING, SHIPP IRO. INSTALL[.. A BRACIUG OF TIUSSES. THIS DESMON CONFORMS WITH APPLICABLE PROVISIONS OF NOG (NATIONAL BEST SPECIFICATIOU 'U Li. HY TBE I(I CAN FOREST AND PAPER ASSOC[ATIOH) ARD TPI. Al P1.E CORNECTORS ARE RACE OF By ASTM A653 GI40 GALV. STEEL, EIC(PT AS ROTED. APPLY CONVECTORS TO EACH FACE of YVUSS. AND U1tESS OTIERWISE LOCATED ON THIS DESIGN, POSITION CONNECTOR% PEI DRAWINGS ISO A.I. THE SEAL 01 TIES DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL EIGIIEERINO RESPOISIVILItY SOLELY FOR 711 TRUSS COMPONENT DESIGN SIGNS. THE SUITABILITY AND USE OF THIS COMP EST FOR ANY PARTICULAR 01ILDING IS THE RESPONSIR1tITY or THE BOILDING DESIGNER. PER ARS]ITPL 1-109S SECTION 1. 1N[ Jun 20 cI i�ell Ila �0\j CA/ -/1/-/-/-/F TC LL 16.0 PSF TC DL 10.0 PSF BC DL 7.0 PSF BC LL0.0 PSF TOT.LD. 33.0 PSF DUR.FAC. 1.25 SPACING 24.02 Scale-.3752/Ft. REF R427--34509 DATE 06/20/00 DR W CAOSR427 00172051 CA -ENG TSB/GWH SEON - 18561 FROM KD �'%ARCO616-BTR BLDRS / HARCOURT - D1 HIPSET 6' SB oTOP CHORD 2x.4 DF -L #1 RIOT CHORD 2x4 DF -L #1 WEBS 2x4 OF -L Standard az:1LATES DESIGNED FOR GREEN LUMBER PER NOS -97 TABLE 7.3.3. RUSE THIS DESIGN FOR COMMON HIP TRUSSES 0 24.0' OC. EXTEND —SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT o EXTENSIONS EVERY 4.00 FT TO FLAT TC. ATTACH 2x4 LATERAL o BRACING TO FLAT TC 0 24.00' OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33). OR DWG. BRCALHIPO699. SUPPORT HIP RAFTER WITH CRIPPLES AT 5- 7-14 OC. W8X8 6 cn E--. v A A O q A - W W W -z c_::p W2X41 z w w aL --2.0-0-2.j THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. , #1 HIP SUPPORTS 6- 0- 0 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. W9YR � W8X8 4%, BUTTE Cool'►(�!') dU.1L®1%G DENPARTA,46Nd7 LI -2-0-0--J 6-0-0 _I_ 8-0-0 6-0-0 _I I� 20-0-0 Over 2 Supports R-1299 W-5.5" R-1299 W-5.5' cc ca TPI - 0 0 0 N 0 N I=, ALPINE ,M� CA 9 Inc. A, .8-0-0 ;A1) IL veslgn L.rllerltl: Irt SIU L.A -i 1 - I - r •NARHIN6-• TRESSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SNIPPING. INSTALLING AND 6AACINO. REFER TO 010•91 (HANDLING INSTALLING Alto ERACINC), PUBLISHED EY TPI (TRUSS PLATE INSTITUTE. 503 D'ONOFRIO DR.. SUITE 200. MADISON, RI $3710). FOR SAFETY PRACTICES PRIOR 70 PERFOAMINS THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL NATE PROPERLY ATTACHED W, y TC LL 16.0 PSF TC DL 10.0 PSF STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PNOPERLY ATTACHED RIGID CEIIIEG. '•IMPORTAWr•FORAISW A COPT Of THIS BE TO T0( INSTALLATION CONTRACTOR. AL►INF ENGINEERED B C DL 7.0 PSF PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FDA ANY DEVIATION FROM THIS DEUS . AN FAILURE TO BUILD THE TRUSSES IN COEFO&NANCE VITO TPI: OR FABRICATING. HANDLING. SNIPPING. INSTALLING AN BRACING 0P TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PAOYISIONS Of NDS (NATIONAL DESI6SPECIF BC L L 0.0 PSF ONNECITORSIARE MADEON SHED BY THE OF tOGA AIN AGSSAGR40RIST AID GALY. STEEL. 110EQCTASIN NOTED. TPI. ALPINE APPLT CORRECTORS TO Jun 20 2000 * TOT. LD. 33.0 PSF EACH FACE Of TRUSS, AND DHLESS THEBWISE LOCATED ON TRIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A -Z. THE SEAL ON THIS DIIANING INDICATES ACCEPTANCE T PROFESSIONAL ERGINEIRING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS .p %` CIVIL DUR . FAC. 1.25 COMPONENT IFORANY PARTICULAR BUILDING IS TEE RESPONSIBILITY OF THE BUILDING VISIGOTH. FIR SECTIU 0pC SPACING 24.0" Scale-.375'/Ft. REF R427--34510 DATE 06/20/00 DRW CAUSR427 00172054 CA -ENG TSB/GWH SEON - 18566 FROM KD (HARC0616-8TR BLDRS / HARCOURT - D2 oTOP CHORD 2x4 DF -L i1 C_'J1OT CHORD 2x4 DF -L #1 �+ WEBS 2x4 DF -L Standard a;'LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. C_ Co C_ 0 0 W2.5X4 e- 6 r— v A • IE - 04 P" A W P4 W W E5 W2X4(A1) Ea cz W1.5X4 ,0 W W4X4 = THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.OD- OC, BC @ 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. 7) ` >W2.5X4 6 � CUU � � 4NNG ��PARTN AEN' � —I )3u1LLLd 1-4 ppR0\/E® 8-0-0 WM Ea F I WM (A1) in W1.5X4 4* z L --2-0-0--J L-,2-0-0-� o. d 10-0-0 1 10-0-0 _I I ZO-0-0-Over-2--Support_s E ') R-660 W-5.5' --�' nom.. R-660 W-5.5' Ca I Cl� cc Scale-.375'/Ft. REF R427--34511 DATE 06/20/00 DRW CAUSR427 00172056 CA -ENG TSB/GWH SEON - 18570 FROM KD PLT TYP. Wave TPI -95 R Design Criteria: TPI STD CA - 1 - - F C� —WARNING •• TROSSEf REQUIRE EXTREME CARE 11 FABRICATION. NANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIO -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE D'ONDFRIO Olt., TE 900. 91 SAFETY PRACTICES PRIOR TO �.� W TC LL 16.0 PSF TC 10.0 PSF N OTHERWISE"ISON. PERFORMING THESE FOACTIONS. UNLESSINDICATED. TOP1CHORDF$HALL NAI[ PROPERLY ATTACR[D ( DL STRUCTURAL PANELS, BOTTOM CHORD SHALL MASE A PROPERLY ATTACKED RIGID CEILING. ALPINE ENGINEERED BC D L 7.0 PSF N •'IMPORTANT•• FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. PRODUCTS. INC. SHALL NDT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANF FAILURE TO 5 BUILD THE TRUSS[3 IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AN BC L L O.O PSF ALPINE BRACING OF TUR $1ES. THIS D[S1G11 Comm WITH APPLICABLE PROVISIONS OF NO$ (NATIONAL OES16 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE tON1ECTONf ANE NADE Of EOGA ASTM A653 CA40 GALT. STEEL, EXCEPT AS BOTEO. APPLY CONNECTORS TO UA ZO 2OO f * TDT . L D . 33.0 PSF �9,, •W�� � 8 I= EACH FACE OF TRUST, AID UNLESS OTHEg 131 LOCATED ON THIS D[SfON, POf ITIOB CONNECTORS PER DRAWINGS 160 A•I. THE SEAL ON THIS DRAWIB6 INDI GIT(S ACCEPTANCE Of PROFESSIONAL ENGIREERTEO RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR LUT PARTICULAR BUILDING IS THE RESPONSISILITT Of TBE BUILDING DESIGNER. PER MSI/iP1 1.1995 SECTION 2. CIVl1.P CA:� DUR .FAC. 1.25 SPACING 24.D° Scale-.375'/Ft. REF R427--34511 DATE 06/20/00 DRW CAUSR427 00172056 CA -ENG TSB/GWH SEON - 18570 FROM KD 0616 -BTR BLORS / HARCOURT * CUT 12-14 - D3 GIRD TOP CHORD 2x4 DF -L #1 BOT CHORD 2x6 DF:L #2 WEBS 2x4 DF -L Standard CV N ILATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 'YLDDITIONAL 8-0-0 I LOADS PER TRUSS FABRICATOR W06 IBC - 221 L8 Conc. Load at 2.00, 14.00 (H1) -�•IC - 335 LB Conc. Load at 4.00, 12.00 (H1) o IC - 674 LB Conc. Load at 6.00, 10.00 (H2) rn ,; Fx .w z H1) RECOMMENDED CONNECTION FOR TRUSS FRAMING TO THE BOTTOM CHORD: SIMPSON LUS26. SEE SIMPSON CATALOG C-2000. 02) RECOMMENDED CONNECTION FOR TRUSS FRAMING TO THE BOTTOM CHORD: SIMPSON HUS26. SEE SIMPSON CATALOG C-2000. THIS DWG PREPARED FROM COMPUTER INPUT n nans R nIMrllslnNC\ fIIRMITTrn RV TRIIKC MCR IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC, BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF 8C LIVE LOAD PER UBC. W4X4(R) 01 W2X4 III 8-0-0 I 8-0-0 W06 A O T 1-4-3 .'A .w ,; Fx .w -'w W2X4 III I z w w - z THIS DWG PREPARED FROM COMPUTER INPUT n nans R nIMrllslnNC\ fIIRMITTrn RV TRIIKC MCR IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC, BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF 8C LIVE LOAD PER UBC. W4X4(R) 01 W2X4 III 5-4-3 �i S Scale—.375"/FL REF R427--29390 DATE 12/15/00 DR W CAUSR427 00350001 CA -ENG TSB/CWC SEQN - 51809 FROM KD 8-0-0 I 8-0-0 I 16-0-0 Over 2 Supports R-1758 W=5.5' / R-1758 W=5.5. IE PLT TYP. Wave TPI -95 R Design Criteria: TPI STD 19.0152 CA 1 - -I° F O O O CV ~ V A Alpine ABRACING L P I N E Eoginerred Products, IIID SacrBn1ento. CA 95828 —VAR 771NG" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. 0.EFEI TO MIB -91 (HAMOLIMG INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 587 D'ONOFRIO OR.. SU IiE 200, MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED SIR UC IURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH A COPT OF THIS DESIGN 70 THE INSTALLATION COUTRACTDR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR AN OEYIATION FROM 1M13 DESIGN: ANY FAILURE TO BUILD TMF TRUSSES IN CONFORMANCE KITH iPl; OR FABR ICAiIN6, HANDLING. SNIPPING, INSTALLING AN OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF MDS (NATIONAL DESIGN SPECIFCA I ION PUBLISHED BY THE AMERICAN FOREST AMD PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS DYNE.." LOCATED ON THIS DESIGN POSITION [ONNEC TORS PER CRAVINGS 160 A-1, THE SEAL ON THIS GRAVING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONS1811,TT SOLILY FOR THE TRUSS COMPONENT DESIGN SHOW". THE SUITABILITY AND USE OF THIS COMPONENT FOR ANT PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER AN51/TPI 1.1995 SECTION 2. pe�FES S �' r AV Yf4 G3GI�I * w�V► C�"L wA- t Y V1 TC ILL T C D L BC OL BC ILL TOT.wZLID. 16. ; 10. 7.0 0.0 3 3.0 0 0 P S F PSF P S F P S F PSF D U R .FAC . 1.25 SPACING 24.0" 5-4-3 �i S Scale—.375"/FL REF R427--29390 DATE 12/15/00 DR W CAUSR427 00350001 CA -ENG TSB/CWC SEQN - 51809 FROM KD (HARC0616-BTR BLOft 5 / HARCOURT - 03 GIRD ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. o OP CHORD 2x4 OF -L1 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: � ;OT CHORD 2x6 OF -L2 TO BRACE TC @ 24.00" OC, BC @ 72.00' OC. C=,REBS 20 DF -L Standard DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. cx:'LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. SC DL 7.0 PSF -111PORTANT`• ►UR1130 A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPIBE ER6EREEAED FROR THIS DESIGN: 'AMY FAILURE TO 5 10 PSF BC LIVE LOAD PER UBC. PIODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEIIATION BUILD THE SHOWS 11 CONFORMARCE MITI 7P1: OR FABRICATING, HANDLING. SHIPPING. INSTALLING AN (ADDITIONAL LOADS BC LL 0.0 P S F BRACING OF TROSSIS. TRIS DESIGN CONFORMS MITI APPLICABLE PROVISIONS OF NDS (NATIONAL OESLG SIC - 221 LB Conc. Load at 4.00, 16.00 SPECmCATION PNBLISHED BY THE AMERICAI FOREST AND PAPER ASSOCIATION) ANO TPI. ALPINE o IC - 335 LB Conc. Load at 6.00, 14.00 TOT . L D . 33.0 P S F COINICTORS ARE GE OF LOOA ASTR A653 OR40 SAM STEEL. INCEPT AS TOTED. APPLY CORRECTORS TO NA o IC - 674 LB Conc. Load at 8.00, 12.00 DUR. FAC. 1.25 EACH FACE OF TRUSS, AND UNLESS 079ERVISI LOCATIO ON TN17 OfS" i POSIf10N CONNECTORSPER DRAHINGS 160 A•1. THE SEAL ON THIS OIAMl16 INDICATES ACCIPTANCI OF PROFESSIONAL ENGINEERING z RE6P0151611lTY SOLELY F011 TME TRUSS COIIPOHFNT DESION 3fl0YM THE SVITAOLLITY AND USE OF THIS 'J (S1) CONNECTION FOR TRUSS FRAMING TO THE BOTTOM CORPOHE IT ►ON ANY PARTICULAR 001LOINA IS THE RESPOSSIBIL37T OF THE 611ILDIGG OES181E8. PER CHORD: SSS SON-L'US26-r)SEE SIMPSON CATALOG C-2000. AISI/TPI 1.1995 SECTION 2. (S2)jLECGA9WD CONNECTION FOR TRUSS FRAMING TO THE BOTTOM CHORD: SIMPSO� N-HUS26. SEE SIMPSON CATALOG C-2000. W4X4(R) W �_- BUTTE COUNTY W4X120 W4X120 i3UILDING DEPARTME I 6 I— --1 6 APPROVED V A O tx W W W W - r-0 z • W2X4 (A1) Ise W2X6 0 W6X8 s WSXB = W2X6 W W2X4 Al a C-0 W2X6 9 WH6 4P C=3 r x L --2-0-0-,j L,-2 0 O-� Q I 10-0-0 I 10-0-0 ,1 I20-0-0 Over 2 Supporter 'I --- �I R-1890 W�5.5" Cc . Wave TPI - O O O N C=; CV ti ALPINE Smviinimato CA 9M8 R Design Criteria: TPI(STD)- W TC LL 16.0 PSF �IIARNIND^ TRUSuS REQUIRE EXTREME CANE IN FABRICATION. HANKINS. SNIPPING. INSTALLING AND IRACIIG. REFER TO MID -91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPF (TRUSS PLATE INSTITUTE. 663 O'OMOfN10 OR.. SUITE 200, NADISOR. VI 53719). FOR SAFETY PRACTICES PRIOR TO TC D L 10.0 PSF PEN►ORMSHG TNESE FRICTIONS. UILESS OtRERMISE INDICATED. TOP GIORD SBuI DATE P0.0PLNLY ATTACHED p STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A PIOPERLY ATTACHED RIGID GELLING. SC DL 7.0 PSF -111PORTANT`• ►UR1130 A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPIBE ER6EREEAED FROR THIS DESIGN: 'AMY FAILURE TO 5 PIODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEIIATION BUILD THE SHOWS 11 CONFORMARCE MITI 7P1: OR FABRICATING, HANDLING. SHIPPING. INSTALLING AN BC LL 0.0 P S F BRACING OF TROSSIS. TRIS DESIGN CONFORMS MITI APPLICABLE PROVISIONS OF NDS (NATIONAL OESLG SPECmCATION PNBLISHED BY THE AMERICAI FOREST AND PAPER ASSOCIATION) ANO TPI. ALPINE Jun 20 2000 ♦ * TOT . L D . 33.0 P S F COINICTORS ARE GE OF LOOA ASTR A653 OR40 SAM STEEL. INCEPT AS TOTED. APPLY CORRECTORS TO NA DUR. FAC. 1.25 EACH FACE OF TRUSS, AND UNLESS 079ERVISI LOCATIO ON TN17 OfS" i POSIf10N CONNECTORSPER DRAHINGS 160 A•1. THE SEAL ON THIS OIAMl16 INDICATES ACCIPTANCI OF PROFESSIONAL ENGINEERING CIVfl. RE6P0151611lTY SOLELY F011 TME TRUSS COIIPOHFNT DESION 3fl0YM THE SVITAOLLITY AND USE OF THIS Cw CORPOHE IT ►ON ANY PARTICULAR 001LOINA IS THE RESPOSSIBIL37T OF THE 611ILDIGG OES181E8. PER SPACING 24.00 AISI/TPI 1.1995 SECTION 2. - _Scale -.315'/Ft. REF R427--34512 DATE 06/20/00 DR W CAUSR427 00172059 CA -ENG TSB/GWH SEON - 39254 FROM KD (HARC0616-BTR BLDRS / HARCOURT - G1 CORNER GIRD) o TOP CHORD 2x4 DF -L #1 Ic" BOT CHORD 20 OF -L #1 :B2 2x6 DF -L SS: cN.I WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 7 DDITIONAL LOADING PER TRUSS FABRICATOR o-------------------------------------------------- o BC - 35 LB Conc. Load at 5.97 o BC - 348 LB Conc. Load at 9.97 BC - ' 600 LB Conc. Load at 13.97 BC - 1260 LB Conc. Load at 17.97 DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. RIGHT END VERTICAL'MAY NOT BE EXPOSED TO WIND PRESSURE. SHIM ALL SUPPORTS TO SOLID BEARING. (Hl) 3x6 TRULOX PLATE (H2) 5x6 TRULOX PLATE SEE DRAWING CNTRULOX0799 FOR SPECIFIC REQUIREMENTS. c- A o Xx W1.5X4 M A Cx1 a 9.0z z W2X4(A1) la W5X8 (R) N a c�-s Ca o C_E; O CV C=; N Z �-a THIS DWG PREPARED FROM COMPUTER u-s-s_es Requi-re NAILING SCHEDULE: (0.13Ix3.0_g__nails) TOP CHORD: 1 ROW @ 12' o.c. BOT CHORD: 1 ROW @ 12" o.c. WEBS : 1 ROW @ 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS TO BRACE TC @ 24.00" OC, BC @ 72.00" OC. W1.5X4 11 W3X610 W3X4 o 5.2 r W3X6 0 W6 82 1.74 W4X4(R) % 6# 0348 � jb60O�t 11260# D BY TRUSS MFR. �..e-o-o �(H1) __zi &�2)� COUN-i -I - 2-9-3 � 22-0-4_Over 19-3-1 "® - 2_Supports � •� � Q V R-1579 N-5.413" 0\ ?- PLT TYP. Wave TPI -95 R Design Criteria: TPI STD CA - 1 - - - F Scale -.25"/Ft. ALPINE • ...PaBmeeled PeorhlctB. ` BRcammlgCA9SB28 -WARNING-" TNYSSES &IO INE EXTREME CARE 11 FABRICATION. HANDLING. SNIPPING. INSTALLING AND BRACIRG. REPER TO $18.91 (NANDLIIG INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE PRACTICES PRIOR TO ►EAf0TEE THESE % ICTIONS.RURLEII OTHERWISE INDICATTO, TOP .. SUITE 100. MADISON. III ICHORD SHALL�E PROPERLY ATTACH D STROCTNN AI PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. --IMPORTAIIT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALF IRE ENGINEERD PROONCTS. INC. SMALL NOT It RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OA FABRICATING, HANDLING. SHIPPING. INSTALLING AND INA III OF TRUSSES. THIS 111.11 CORI. WITW APPLICABLE PROVISIONS OF ODS (NATIONAL DESIGN SPECIFICATION POOLISMI0 BT THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE coo ARE RADE OF EDEA ASTM A5S3 GR40 GALV. STEEL. ERUPT AS BOTD. APPLY CONNECTORS TO tw FACE DF TRUSS, Aro UNLESS OTHERWISE LOCATED Of iNiS DESIGN. POSITION CONNECTORG PEA OAAWINGS 160 A-1. THE SEAL ON THIS DRAWING IRDICATES ACCEPTANCE OF PROFESSIONAL ENGINEENING CON10 LOTit ILITT FOR ANYLELY FOR PARTICILARETRUSS BDILOIRG IS THETRESPONSIBILDESIGN ITY OF THE BUILDINGLTY AND DES DESIGNER. PER THIS ANSI/TPI 1.1999 SECTION E. W. A. jun 20 2000 * Lpy Wyly TC LL 16.0 PSF REF R427--34514 TC DL 10.0 PSF DATE 06/20/00 BC DL 7.0 PSF DRW CAUSR427 00172102 BC LL 0.0 PSF CA -ENG GTP / GWH TOT. LD . 33. 0 PSF SEAN - 39257 DUR. FAC. 1.25 FROM KD SPACING 24.0 " C0616 -BTR BLORS / HARCOURT - GRA CORNER GI J TOP CHORD 20 OF L #1 'ROT CHORD 2x6 OF -L #2 WEBS 20 DF -L Standard N ,:L 3LATES DESIGNED FOR GREEN LUMBER PER NOS -97 TABLE 7.3.3. IDDITIONAL LOADING PER TRUSS FABRICATOR --------------------------------------------------- o BC - 214 LB Cone. Load at 3.73 ,—;BC - 442 LB Cone. Load at 7.73 BC - 670 LB Cone. Load at 11.73 BC - 1348 LB Cone. Load at 15.73 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC. BC @ 72.00' OC. RIGHT END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. (H�) 3x6 TRULOX PLATE , (H2) 5x6 TRULOX PLATE SEE DRAWING CNTRULOX0799 FOR SPECIFIC REQUIREMENTS. H V A 0 W3X6 o 0 a T w 1-3-13 z W1.5X4 N w w T1. Q C--3 cc C� O 0 N 0 N z ti z THIS IONS) SUBMITTED BY TRUSS MFR. NAILING SCHEDULE: (0.131x3.O_g_na11s) TOP CHORD: 1 ROW 0 12" D.C. BOT CHORD: 1 ROW @ 10" O.C. WEBS : 1 ROW @ 4' o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W5X4 o W3X4 a 5.2 r W2.5X4 W4X4(R) 8 �r � 1.74 W5X4 14# 0442# �70# 01348# j�l�(H1) ' (H2) VV ) W1.5X4 8 („ I A 7-1-2 10-9-8 W5X4 , .8-0-0 A(fILL)INIr ®v�� EAd 19-9-8 Over 2 Supp r -1628 W-5.485• - R-2352 W-3• �) n 1 11 ' r 'PLT TYP. Wave TPI -95 R Design Criteria: TPI(S ."YARNING'" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, BANDLIN5. SHIPPING. IASTALLING ARE BRACING. REFER TO RIB•91 (HANDLING 1137ALLIEG AND BRACING). PUBLISHED BY TPI (TRUSS PLATE ERSTITUTI. 6R3 0 ORB, 110 DR.. SUITE Roo. MADISON. NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE IBDICATID. TOP CHORD SHALL RATE PROPERLY ATTACHED STRUCTURAL PANELS. 907TOR CRORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMP,ORTAOT•• FIRI1fH A COPT OF THIS 095160 TO THE INSTALLATION CONTRACTOR. ALPINE ENGIREEREI PRODUCTS. IBC. SMALL BOT BE RESPONSIBLE FOR ANY DEVIATION FRON TEES DESIGN; ANY FAILURE T0I ALPINE BUILD THE TIUSSRS to CONFORMANCE WITM TPI: 01 FABRICATING. HANDLING. SHIPPING. INSTALLIR6 AMr BRACING Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF IDS (NATIONAL OES SPECIFICATION PUBLISB£U BY THE AMERICAN FOREST ANO PAPER ASSOCIATIOB) AND TPI. ALPINE CONNECTORS ARE MADE 0► FOGA AM A653 6RV0 GAL►. STEEL. EXCEPT At NOTED. APPLY CONNECTORS TO EACH FACE Of TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTOAS PER DRAWINGS 160 A4. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL 116111111119 At.,�. RESPONSIBILITY SOLELY FOR THE TRUSS CONFORM DESIGN 39091. TWE SUITABILITY AND OSE Of THIS A10WF 0110C^,,,,ry,E, COUPONER FOR ANY PARTICULAR BUILDING IS TNR RESPONSIBILITY OF TIE BUILDING DESIGNER. PEN ASSIf1P1 1.1915 SECTION 2. W. Jun 20 CA/ -/l/ -/-/-/F_ TC LL 16.0 PSF, TC DL 10.0 PSF 8C DL 7.0 PSF BC LL 0.0 PSF TOT.LD. 33.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale-.25"/Ft. REF R427--34513 DATE 06/20/00 DRW CAUSR427 00172101 CA -ENG GTP/GWH SEON - 39261 FROM KD (I(ARC0616-BTR BLORS / HARCOURT - I1 MONO SCISS) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. o1-OP CHORD 20 OF-L #1 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: C"' OT CHORD 2x4 OF-L #1 TO-BRACE TC @ 24.00' OC. BC @ 72.00' OC. N WEBS 2x4 DF-L Standard • DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. F1.1LATES DESIGNED FOR GREEN LUMBER PER NDS-97 TABLE 7.3.3. SHIM ALL SUPPORTS TO SOLID BEARING., Cao C_ 0 �l a I W1.5X4 10 W2.5X4 ,p E� v ra 6 r__ a 2-5-15 F3-. A a -5-11 p z 2 W2.5X4 -0-0 3(J/10//VG � z W2X4(4imm W5X4 ,10// \llj D ®of V y w PpRo 2-5-8 2-9-1 - ��� I-5=2=9 Over 2 Supports R-326 M-5.5' R-19 c--� �I PLT TYP. Nave TPI-95 R Design Criteria: TPI STD CA - 1 - F Scale -.375' Ft. C 'YARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HARDLIEB, SNIPPING. 111STALLING AND -� NR�� TC LL 16.0 PSF REF 8427--34515 � BRACING. REfIN TO NIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE QVC W H N IN3TITOTE. SBS D'ONOFRIO DR., SUITE 100, MADISON. MI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CRORD SHALL HAVE PROPERLY ATTACHED TC OL 10.0 PSF DATE 06/20/00 C= - STROCTUNAL PANELS. BOTTOM CR010 SHALL RAVE A PROPERLY ATTACHED RIGID CEILING. N IMPORTANT- FURNISH A COPT OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE IN6IIEERFD BC DL 7.0 PSF DRN CAUSR427 00112060 PRODUCTS. INC. SMALL NOT BE RESPONSIBLE FOR ANT OLVIATIOR FROM THIS DESIGN: AN FAILURE TO .�' BUILD TIE TRUSSES 11 CONFORMANCE VITO TPI: OR FARAICATING. HANDLING. SHIPPING, INSTALLING ANO BC LL 0.0 PSF CA-ENG TSB/GNH A L P I N E BRACING OF TRUSSES.. THIS DESIGN CORFORMS WITH APPLICABLE PROVISIONS Of RDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BT THE AMERICAN FOREST ANO PAPER ASSOCIATION) AND T►T. ALPINE JUfI 2O 2000 , CONIECTORS ARE MADE Of 2OQA ASTM ASSS CR40 GALV..STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO f * TOT. LD. 33.0 PSF SEAN - 39227 EACI FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED 01 TOES DESIGN, POSITION COIIECI PER DRAWINGS 160 A•2. THE SEAL ON THIS CRANING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING(L. D UR . FAC . 1.25 FROM KID '- e� II ,,;� h RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS �A�-•'+^'ir�••w�9SprodCONPORENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BOILDING DESIGNER, PER � SPACING 24.0° Samiamatim ANSI/TPI 1.1095 SECTION E. o'OP CHORD 2x4 OF -L #1 ,_10T CHORD 2x4 OF -L #1 N WEBS 2x4 OF -L Standard 1s.:ILATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. (SHIN ALL SUPPORTS TO SOLID BEARING. 0 0 W1.5X4 M A Cs3 9�4 W W Z z W2X4 w WSX4 4--2-o-o--� THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC, BC @ 72.00. OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. so +8-0-0 d 2-5-8 6:2_10 �-; B�8-2_Over-2-Support—m., � R-400 W-5.5' RA173 no c --J- ca PLT TYP. Wave TPI -95 R Design Criteria: TPI(S O 'MARKINO" TRUSSES REOUIRE EITRERE CARE IN FARIICATION. HAKDLING. SNIPPING, INSTALLING All O BRACING. NEftg TO 010.91 (NANDLIN6 INSTALLING AND BRACING). PUOLISNEO BT TPI (TRUSS PLATE O INSTITUTE. 503 D-OKOFRIO DR.. SUITE 200, MADISON, NI 537111), FOR SAfIT/ PRACTICES PRIOR TO N PERFORNIRS THESE FRICTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL IA1f P0.0PCiiLY ATTACKED O STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACKED RIGID CEILINS. C'V "IMPORTANT•• F9RNISN A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREi PAODOCTS. INC. SHALL ROT BI RISPONSIOLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE T BUILD THE TRUSSES It CONFORMANCE MITE TPI: OR FABRICATIRG, HANDLING. SNIPPING. INSTAL LI90 A ALPINE l n T C 1111111 OF Tt1,1111 TRIS DESIGR CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESI „ L r 1 L EPECIfIUT1ON NBIISRED BY THE ANEtICAN FOREST ANO PAPER ASSOCIATION) An TPI. ALPINE CONNECTORS .1 MADE OF WGA ASTM ASSS U40 GALL. STEEL. EXCEPT AS NOTED. APPLY CONIfCTOIS TO EACH FACE OF TRMSS. AND UNLESS OT.It.ISI LOCATED ON THIS DESIGN, POSITION CONNECTORS Pit ORAYItGS l60 A. . THE SEAL ON THIS GRAVING INDICATES ACCEPTANCE Of PROFESSIONAL ERGIBEERIRG AlpIDD1PF PIDdDL�d, IDD IESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN $NOVI. THE SUITABILITY AND USE Of THIS Stc�im. CA *'-:t ANS/TEITIf01t99f KCTION PARTICULAR BUILDING 11 TIE RESPONSIBILITY Of THE BUILDING DESIGNER. PER Sz L®LNG pv/w- y DEp��T 3.0 CA - 1 - - - F Stale -.375' Ft. D W. TC LL 16.0 PSF REF R427--34516 TC DL 10.0 PSF' DATE 06/20/00 .6 06 BC DL 7.0 PSF DRW CAUSR427 00172061 BC LL 0.0 PSF CA -ENG TSB/GWH 20 2000 * TOT.LD. 33.0 PSF SEON - 39224 M1- DUR.FAC. 1.25 aFROM KD SPACING 24.0' (HARC0616-BTR BLDRS / HARCOURT - I3 MONO SCISS o OP CHORD 2x4 DF -L #1 c-1' OT CHORD 2x4 OF -L #1 LC -j WEBS 2x4 DF -L Standard N ,,'LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. (SHIM ALL SUPPORTS TO SOLID BEARING. I— C- 0 E-+ V Ya 0 • M3r . o w a w W2X4 W5X4 z L4 -2-0-0-.j _I THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00' OC. BC @ 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W1.5X4 IB 4-9-10 -7-9 m B-0-0 2-5-8 9-8-3 I � 12-1-11 Over 2 Suppor t R-502 W-5.5" 1-2 Q. 0 �0 95\R Design Criteria: TPI(S1 R-299 0 O 0 N 0 N ti P ALPINE imhr- Sw CA 9>Pt 'WARMING-- TRUSSES MORE EXTREME CARE IN FABRICATION, MANDLINO. SHIPPUG, INSTA(LIIG AFD BRACING. 11111 TO IIIB-9I (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, SBS O'ONOFRIO Dl.. SUITE 200. MADISON. NI 53119). FOR SAFETY PRACTICES PRIOR TO RM FERFOEIG THESE FONCTIORS. NFLESS OTHERNISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STIOCTINAL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. --IMPORTAMT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PROONCTS. 1/C. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS OES)GN; ANY FAILURE TO 11 Ul10 THE TRUSSES IN CONFORMANCE KITH TPL. OR FABRICATING. HANDLING, SHIPPING. INSTALLING ANDI BRACING OF TRUSSES. TIES DESIGN CONFORMS KITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEtIf1CATE0N PUBLISHED Of THE AMERICAN FOREST AND PAPER ASSOCIATION) AID TPI. ALPINE COIIECTOIS ARE MADE OF 206A ASIAN A653 GRAD GALT. STEEL, EXCEPT AS NOTED. APPLY CORRECTORS TO EACH FAC[ OF TRUSS. AND UNLESS OTHEANISE LOUTED OI THIS DESIGN. POSITION CONNECTORS PIfl ORAYINGS 160 A•l. THE SEAL 01 THIS ORANING INOICAnS ACCEPTANCE OF PROFESS[ONAI ENGINEER ENO IESPONSIBILITY SOL[LY FOR THE TRUSS COMPONENT DESIGN SHON11. THE SUITABILITY AND USE OF THIS CORPONEIT FON ANT PARTICULAR BUILOIRS 1S THE I(SPORSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TF1 X•1955 SECTION 2. 20 2000 T3 Ppb �N CA/ -/1/ -/-/-IF TC LL 16.0 PSF TC DL 10.0 PSF BC DL 17.0 PSF BC LL 0.0 PSF TOT.LD. 33.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale —.375"/Ft. REF R427--34517 DATE 06/20/00 DR W CAUSR427 00172062 CA -ENG TSB/GWH SEON - 39231 FROM KD fHARC0616-BTR BLDRS / HARCOURT - I4 MONO SCISS CARR ooTOP CHORD 2x4 DF -L t1 RIOT CHORD 2x4 DF -L #1 :82 2x6 DF -L J2: N WEBS 2x4 DF -L Standard ,.;PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 110 PSF BC LIVE LOAD PER UBC. 00 o SHIM ALL SUPPORTS TO SOLID BEARING. 0 V A O Lx Y1r A w a w c7 W2X4- 'z W5X4 w z L-2 -0 -0--3-J THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS NFR. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC ® 24.00. OC, BC 0 72'.00' OC. TRUSSES TO BE SPACED AT 36.0' OC MAXIMUM. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W1.5X4 W n.. rn cv-3 C::; 0 0 0 N O N 2-5-8 1 13-1-12 _15-7_-4-0ver 2—S-uppo__rts� R-917 W-5.5' R-628 PLT TYP. Wave TPI -95 R Design Criteria: TPI S 'YARNING'• TRUSSES REOVIRE ERIREME CME IN FABRICATION. MANGLING. SHIPPING. INSTALLING ANI BRACING. "PER TO 810.91 (HANDLING INSTALLING AND BRACIR6). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. SBS O'ONOFRIO OR.. SOITE ZOO. MADISON, NI S3119). ►OR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. OILESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED 1161D CEILING. ••IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENSIMEEREI PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE ALPINE BUILD THE TRUSSES 10 CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING, IVSTALLING NRAC144 Of TRUSSES. THIS DESIGN CONFORMS WITS APPLICABLE PROVISIONS OF NOS (NATIONAL DESI SPECT►ICIITIOM PUBLISHED BY THE AMERICAN FOREST AND PAPA ASSOCIATION) AND TPJ. ALPINE CONNECTORS ME MADE Of RUDA ASTM ASS3 GR40 GALS. STEEL. (ICEPT AS NOTED. APPLY CONNECTORS TO (ACV FACEOf TRUSS. ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A". TIE SIAL ON THIS CRANING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �1,,,.. N(SPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AMD USE Of THIS '"M"" � �' COMPONENT FOIL ANY PMTICILAR BUILDING IS 702 RESPONSIBILITY OF THE BUILDING OESIQMER. PER MSI/T►1 1.1995 SECTION 2. W. Jun 20 X4 sts CA/ -/1/-/-/-/F TC LL 16.0 PTF TC OL 10.0 PSF BC DL 7.0 PSF BC LL 0.0 PSF TOT.LD. 33.0 PSF DUR . FAC . _ ,,1: 2'5--, SPACINGI 36.0" ," Scale —.375"/Ft. REF R427--34518 DATE 06/20/00 DR W CAUSR427 00172063 CA -ENG TSB/GWR SEAN - 39234 FROM KO nc,e-0T0 0i n0C F UAOrnIIRT - ICI MONn SCiS oOP CHORD 2x4'DF-L #1 CHORD 2x4 DF -L #1 C=, WEBS 2x4 DF -L Standard :W1 2x6 OF -L $2: C_), Q„ LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. I W1.5X4 W 6 F 0 W2.5X4 0 C=1 2-5-15 a=, TC=% a 1-4-3 yl -5-11 z� J 2 8-0-0 W2.5X4 ta w W1.5X4 0 w z ' THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC, BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. SHIM ALL SUPPORTS TO SOLID BEARING. a�. Q R-106 W-5.5` ate. R-106 0 o� PLT TYP. Wave TPI -95 R Desi n Criteria: TPI S1 •YARNING`• TRUSSES REQUIRE EXTNEME CARE IN FASRICAT1011. NARDl11G, SMI1111G. INSTALLING AND o BRACING. REFER TO NIN•91 (MAIDLIRG INSTALLING AND BRACINGI'; PDBLISMED BY TPI (THIS S PLATE o INSTITUTE. SBS 0'0101110 D1.. S11TE 200, MADISON. NI S1/19), I SAFETY PIAttIC, FRIOR TO V CPERFORMING THESE ►UNCTIONS. UILESS OTHERWISE INUICATEO. TOP CHORD $HALL HAVE PROPER lT ATTACHED C� STROttIRAL PANELS. BOTTOM CR0A0 SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. GV —IMPORTANT" /ONNISH A COPY OF THIS DESIGN TO TRE IISTALLATIOY CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ABY FAILURE TO BUILD THE TRUSSES 11 COXFORNAICE PITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND ALPINE BRACING OF TRUSSES. TITS DESIGN CONFORMS Bill! APPLICABLE PROVISIONS OF NDS (SATIORAL DESIGN =3 SPECIFICATION PUBLISHED By TIE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE )UDE OF 206A ASTM A657 GRAD GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO _ EACH FACE OF TRUSS. AND VILE$$ OTHERWISE LOCATED ON THIS DESIGN. POSITION CONVECTORS PER CRAVINGS 160 A4. TRE SEAL OB THIS CRANING INDICATES ACCEPTANCE Of P10FESSIONAL ENGINEERING e 1�,,,. pp� ,,����,,..,,P1 RESPONSIBILITY SOLELY TOI THE TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITY AND USE OF TITS may.••• ftgkw"�^� 1m CDHPONENT FOR ANT PARTICULAR BUILDING 13 THE RESPONSIBILITY Of THE BUILDING DESIGNER. PER .SICI&MCdo, ANSIRPI 1.1995 SECTION 2. KI Scale—.375'/Ft. REF R427--34522 DATE 06/20/00 DRW CAUSR427 00172067 CA -ENG TSB/GWH SEON - 39246 FROM KD CA/ -/11-/-/-/F TC LL TC DL 16.0 10.0 PSF PSF W. BC OL 7.0 PSF BC LL 0.0 PSF Jun 20 2000 * TOT. LD. 33.0 PSF DUR.FAC. 1.25 CML- �' SPACING 24.0' � Scale—.375'/Ft. REF R427--34522 DATE 06/20/00 DRW CAUSR427 00172067 CA -ENG TSB/GWH SEON - 39246 FROM KD IIIAOrnalr-RTO RI nOC I NAOMIIOT - Y9 MnNf% CrTC ITOP CHORD 20; OF -L. #1 C -)-OT CHORD 2X4 DF -L *1 rn WEBS 20 DF -L Standard :W1 2x6 DF -L #2: CV c,; LAVES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 1SHIM ALL SUPPORTS TO SOLID BEARING. C- 0 L— 0 0 z W1.5X4 b :A W2.5X4 0 0 -4-3 W1 W2.5X4 w -�2 W1. 5X4 NEE FsT Q 5 -8 -2 -Over, Z—supports R-220 ate. R-220 0 co 3-7-13 -0-10 +a -0-0 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS HFR. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC. BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. PLT TYP. Wave TPI -95 R Design Criteria: TPI S1 o •YARNING^TRUSSES REQUIRE ESTRENE CAR[ IN FABRICATION. HANDLING. SNIPPING. INSTALLING AND O BRACING. XE FEN TD RIB -91 (HANDLING IISTALLINB AND BRACING). PUBLISHED BY TP1 (TRUSS PLATE O IMSTI TBT'. SBS D'ONOFRIO DR.. SNITS E00. MAOTSON. NI 67119). FOR SAFETY PRACTICES PRIOR TO N PERFORMING THIS[ FUICTIONS. ALES$ OTHERNISE INDICATED. TOP CHORD SHALL NATE PROPERLY ATTACHED STRUCTNRAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACIEO RIGID CEILING. N •'IMPORTANT"' FURNISN A COPY OF THIS DESIGN TO THE 113TALLATION CONTRACTOR. AL►IRE ENGINEERED PRODUCTS. INC. SHALL NOT NE RESPONSIBLE FOR ANY DEVIATION FROM THIS CESIUM; ANY FAILURE TO ALPINE BIILO TME TRUSSES IM COIF RUE WITH TPI: 01 FABRICATING. HANDLING. SNIPPING. INSTALLING AHR BRACIIG OF TINGES. 1HI5 DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF HOS (NATIONAL DESIG ti SPECIFICATION PUBLISHED IT THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNICTOXS ARE WIDE OF ROLA ASTM A653 6440 &ALV. STEEL. EICEPT AS NOTED. APPLY CONNECTORS TO CACIFACE OF TRUSS. AND UXLESS OTHERWISE LOCATED ON TRIS DESIGN. POSITION CONNECTORS PER DRAM II6S 160 A•l. INE SEAL ON TNIS CRANING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOX TME TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS AlOwme ; W"9`S' a COHPOIENT FOR ANY PARTICMLAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSImI 7.1995 SECTIOI 2. c°tj �; I Ty F& CA/-/11-/-I-/F Scale —.3750/Ft. W. If, 05 Jun 20 2000 ♦ C1411- �OFO TC LL 16.0 PSF TC OL 10.0 PSF BC DL 7.0 PSF BC LL 0.0 PSF TOT.LD. 33.0 PSF REF R427--34521 DATE 06/20/00 DRW CAUSR427 00172066 CA -ENG TSB/GWH SEON - 39243 DUR.FAC. 1.25 FROM KD ISPACING 24.00 (HARC0616-BTR BLORS / HARCOURT - K3 MONO SCISS) o OP CHORD 2x4 DF -L #1 � tOT CHORD 2x4 OF L 1 N WEBS 20 DF -L Standard :W1 2x6 DF -L #2: c,,:ILATES DESIGNED FOR.GREEN LUMBER PER NDS -97 TABLE 7.3.3. (SHIM ALL SUPPORTS TO SOLID BEARING. CC3. 0 0 W1.5X4 UI 0 THIS DWG PREPARED FROM COMPUTER INPUT..(LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC, BC 0 72.00° OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. 4-9-10 -7-9 +8-0-0 a.. H v A W2.5X4 9 R-335 tom. 0 R-335 o -. rx cam. A T ca a w 1-4-3 Wl 2 C7.1 O� z C� W2.5X4 ' W1.5X4 z z PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP COOED SHALL HAVE FROPERLY ATTACHED w - w O ••IMPORTANT— FURNISH A COPT OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE EBOINEERE 0 THIS DWG PREPARED FROM COMPUTER INPUT..(LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC, BC 0 72.00° OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. 4-9-10 -7-9 +8-0-0 a.. 10--1-1-1-0ver 2 Supports, - J R-335 tom. R-335 o ca PLT TYP. Wave TPI -95 R Design Criteria: TPI S --YARNING-- TRUSSES REQUIRE EtTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING ARI O� BRACING. REFER TO HIS -91 (RARDLING INSTALLING AND BRACINO). PUBLISHED BE TPI (TRUSS PLATE C� R T INSTITUTE, 603 O'ONDFAEO DR., SUITE E00. MADISON. N1 S3I19). FOR SAFETY PRACTICES PRIOO cli PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP COOED SHALL HAVE FROPERLY ATTACHED STAUCTONAL PANELS, BOTTOM CHORD SMALL BAY[ A PROPERLY ATTACHED RIGID CEILING. O ••IMPORTANT— FURNISH A COPT OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE EBOINEERE tv PRODUCTS, INC. SHALL NOT BE RESPORSIBLE FOB ANY DEVIATION FROM THIS DESIGN. ANY FAILURt TO HUILD TRE TRUSSES IN CONFORMANCE WIT& TPI: OR FABRICATING, HANDLING. SNIPPING, INSTALLIIG AN BRACING OF TIUSSES. TRIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF RD.V (NATIONAL 0ESIS ti ALPINE SPEC If ICATI01 PUHLISREO BY THE AMERICAN FOREST ARD PAPER ASSOCIATION) AND TPI. ALPIRE CONRECTOIS ARE MAM OF RUDA ASIA A6S3 U40 QALY. STEEL, tICEPT AS 00TE0. APPLY CORRECTORS TO EACH FACE OF TRUSS. AND UNLESS OTIERNISE LOCATED ON THIS DESIGN, POSITION CONNECTOIS PEA OR loss 160 4.1. THE SEAL DR THIS DILAN146 INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING NESPONSIBILITY SOLELY FOR THE TRUSS COMPOMEUT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ENT FORANBVILOING 13 THE RESPOVSIOILITT Of TME BUILDING DESIGNER, PER 1SECTION n0� W vzd tf-'I Jun 20 2000 P-3 ash coo, IV o ,IV L��� ppb4ftt LA/ -/1/-/-/-/r TC LL 16.0 PSF TC DL 10.0 PSF BC DL 7.0 PSF BC LL 0.0 PSF TOT.LD. 33.0 PSF OUR.FAC. 1.25 SPACING 24.0' Scale—.375'/Ft. REF R427--34520 DATE 06/20/00 DR W CAUSR427 00172065 CA -ENG TSB/GWH SEON - 39240 FROM KD (F(ARC0616-BTR BLDRS / HARCOURT - K4 MONO SCISS CARR '-OP CHORD 2x4'DF-L $1 c*-' OT CHORD 2x6 DF -L #2 N WEBS 2x4 DF -L Standard :W1 20 OF -L #2: rz- LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. C110 PSF BC LIVE LOAD PER UBC. 0 o HIM ALL SUPPORTS TO SOLID BEARING. 0 z THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC. SC @ 72.00. OC. TRUSSES TO BE SPACED AT 36.0" OC MAXIMUM. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W1.5X4 M .H v o W2.5X4 , o A T " a W 1-4-3 W1 1 .� W2.5Xi w . z W1.5X4 w z w rsa z rs, , d X4 I13=7=4-Over-2-Suppor-ts j R-674 a, R-674 rn m lcc T TYP. Wave TPI-95kR 0 0 0 N 0 N ti ALPINE Akins eFsuctiomeakk kecP19on 5 D im Sian Criterla: BRACING. REFER TO HIB•91 (HANDLING INSTALLING AND BRACING). PUBLISHED RT TPI (TRUSS PLATE 10 11STITOTE, SOD B-ORGFRIO OR.. SUITE 0. MADISON. WI 53119). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. -IMPORTANT^ F9111130 A COPY OF THIS DESIGN TO TOE INSTALLATION CONTRACTOR. ALPINE ENGIREEREI PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY OETIATIDN FROM THIS DESIGN: AST FAILURE TO BDILD THE TRUSSES 11 CONFORMANCE WITH TPI: 01 FABRICATING, HANDLING, SHIPPING. IN5TAL LIB. AN� BRACING OF TRUSSES. THIS DESIGN CONFORMS HITS APPLICABLE PROVISIONS OF SDS (NATIONAL OESIS SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF IOBA ASTM A653 4140 GALT. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTNERVISE LOCATED ON THIS DESIGN. POSITION CORRECTORS PER DRAWINGS 160 A•1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. TWE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF TOE BUILDING DESIGNER. PER ANSI/TPI 1.1995 SECTION Z. C A - 1 - - F Dryy�A TC LL 16.0 PSF TC DL 10.0 PSF B SC DL 7.0 PSF BC LL 0.0 PSF 20 2000 * TOT.LD. 33.0 PSF IV►_�_�,�' DUR.FAC. 1.25 SPACING N3 0- Scale -.375"/Ft. REF R427--34519 DATE 06/20/00 DRW CAUSR427 00172064 CA -ENG TSB/GWH SEAN - 39237 FROM KD (IiARC0616-BTR BLDRS / HARCOURT - M1 CORNER GIRD) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. iTOP CHORD 2x4 D6.-6 $1 � OT CHORD 2x6 DF -L #2 :02 2x6 OF -L SS: N WEBS 2x4 DF -L Standard a;'LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. (ADDITIONAL LOADS c�olG : 100 LB Conc. Load at 6.19 0 1C 384 LB Conc. Load at 9.71, 13.23 ,—;IC - 866 LB Conc. Load at 16.75 z 3C - 1100 LB Conc. Load at 20.27 (H1) 3x6 TRULOX PLATE (H2) 5x6 TRULOX PLATE SEE DRAWING CNTRULOX0799 FOR SPECIFIC REQUIREMENTS. W2.5X4:0 5.21 r— W4X6 -01- 0 o Ix W6X4 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00' OC, BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. ****** TRUSS NOT DESIGNED SYMMETRICALLY ****** DO NOT TURN TRUSS END FOR END ******* W3X6 s W5X8ft M► • A Q �` W � w Nv In^ v0 W2X4 (Al) +o W3X4 n W4X4 E3 W5X8 G;a B2 W5X6 E� (H1) W2X4 (A wT W4X4� (H2)� (2) W3X6, # PPP"� CC" 1 13-10-1 1 13-10-1 Q w c-). C-7 cl C=- O O [=D CV N ti ALPINE 27-8-2 Over 2 Supports R-2019 W-6.352' R-2642 W=6.352' -95\R sign Criteria: TPI BRACING. REFER TO 18.91 IBAROLIIG INSTALLIBC AID BRAZING). PUBLISHED BY III (TRUSS PLATE INSTITUTE, SBS O'OEOr@10 DR.. SUITE 200. MADISON. NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SMALL MAYS A PROPERLY ATTACHED 01610 CEILING. '•IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE EHGINEER PRODUCTS, INC. SMALL HOT Or RESPONSIOCE FOR ANY DEVIATION FAO" THIS DESIGN: ANY FAILURE BUILD THE 7ROSSES 11 CONFORMANCE WITH 7►I: 01 FABRICATING. HANDLING. SNIPPING, INSTALLING D BRACING OF TNISSES. THIS .3161 CONFORMS WIT" APPLICABLE PROVISIONS OF NDS (RATIONAL DES154 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AID PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE Of 20" ASTM A153 SAVO GALN. STEEL. E1CIPT AS NOTED. APPLY CONNECTORS TO EACH FACE Of TRUSS, AND UNLESS OTHERWISE LOCATED 01 THIS DESIGN, POSITION CONNECTORS PEA .ORAWINGS 160 A•1. THE SEAL 01 THIS DRAWING INDICATES ACCEPTANCE Of PADFESSIORAL ENGIBEERINO RESPONSIBILITY SOLELT FOR THE TRUSS COMFORENT DESIGN SMDUN. THE SUITABILITY AND USE Of THIS COMPONENTFOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANS IITPI 1.1995 SECTION 2. DW,y� TC LL 16.0 PSF �� TC DL 10.0 PSF 7isan� BC DL 7.0 PSF �fe BC LL 0.0 PSF 20 200000P ,t TOT.LD. - 33.0 PSF flat.DUR.FAC. 1.25 SPACING 24.0' - Scale—.25'/Ft. REF R427--34504 DATE 06/20/00 ORW CAOSR427 00172088 CA -ENG TSB/GWH SEAN - 18533 FROM KD Dec-07-00 03:55P John Starr (530) 589-2942 P-01 Dec-07-00 02:18P butte county planning 530 538 7755 P.01 MEMORANDUM DEPARTMENT OF DEVELOPMENT SERVICES rrJ/ PLANNING DIVISION f1 Tu: Michael Vicrira, Manager Building Tnspection From: Randy Wilson, Principal Platin Subject: Thais Harcourt, Building Permit No. 002367 on APN028-440-032, 6purary Trailers Use While Construction of Permanent Rc9idenfial-Structu�rr14. Date: Dccembet 7.2000 The memo is in regard to allowing two (2) Teinporaty 'trailers on APN 028-440-032 while homes are being constructed. A building pennit has been issued on APN 028-440-032 for a single family residence and a letter has been submitted indicating that a building perinit application will be submitted on APN 028- 440-046 within the next 2 to 3 months. At such time as the building permit is issued for APN 028-440-046 wie of the trailers will be moved from APN 028-430-032 to APN 028-440-046. as indicated by John J. Stan' of Better Builders Construction, Inc. Until that time the two travel trailers may remain on APN 028- 440-032. mj4 ❑ APPROVED a CONDITIONALLY APPROVED PE� CE Permit #: �� _ NOVO12 Genera/Information .. 7n� oliave Owners Name: Owners Address: Building Site Address: ftee/&Informab%on W=,A ❑ RESOLVE PROBLEMS PRIOR TO APPROVAL Date: AP#: Zg — L44 —. 4 O O�-� Parcel Acreage: Permit Type: ❑ Agriculture Building ❑ Commercial ❑ Industrial ❑ Mobile Home SFD ❑Residential Accessory ❑ 2nd Dwelling ❑ Multi -Family >2 units per parcel Septic Well ❑ Other Zone District: General Plan: Use Permit: Parcel Is In: Date of Zoning Ordinance:hCIR Development Agreement: Variance: Land Conservation Agreement R No ❑ Yes, check use Minimum Acreage: Nitrate Action Plan ® No ❑ Yes Violation Area 10 No ❑ Yes Specific Plan f�d No ❑ Yes ❑ Chun ❑ D2N Enterprise Zone No ❑ Yes, check use Floodplain No ❑ Yes Zone:_ ❑ Watershed Protection Zone No Yes Proposed Use Complies With: General Plan Zoning Proposed Use Requires: ❑ Use Pen -nit ❑ Minor Use Permit ❑ Cohasset Panel Number. _ 10 6"m (Z�� ❑ Administrative Permit ❑Accessory Building Use Commercial/Industrial/Multi-Family Uses: Parking: ❑ Parking Requirements are OK as Shown Landscaping: ❑ Landscaping Requirements are OK as Shown Road and Drainage Improvements Required:. ❑ No ❑ Yes Applicable Setbacks: ❑ Other ❑ Other Zoning Code Street & Highways Fire Prevention Subdivision Ma Front l `.�.(r Side ✓ / �`, ECIE$v�i�- _ .. . . Side street DEC 0 7 2000 Rear �j ' _ 1 COUNTY OF BUTTE Height Environmental Health Issues: Septic Permit Review: Well Permit Review: LandDevelopmentReview Parcel Created bv: N Deeds 4 Ze- 4#- 4(o Agricvlhrre Affidavit Regii(red . E] Ne ❑ Yes Designated Well Site ❑ No ❑ Yes Drainage Plan't&m/WdJAulti) ❑ No ❑ Yes rt gvr•f7 Date of Creation: 1 q S I Legal Access Provided: ❑ No ® Yes Deed Reference: AW A V Ai LA 6 L E Legal Access Required: ❑ No ❑ Yes Parch Frontage on Publicly Maintained Road: ❑ No - ❑ Yes, Road Name: Complies with County Standards for Deed Creation: ❑ No ! Yes Comments: oR�rL LLA TL -5 At 9(o O2 bll3S ❑ Map Date of Recording: Lot Block: Book: Page: o Q. r. 5wb uy.si aR 3kk�% Conditions That Must be Met Prior to Issuance of Pe6k, IPA -94 ❑ Verify legal Parcel ❑ Verify Legal Access ❑ Provide Creation Deed ❑ Comply with condition no. of conditions of approval for the ❑ Obtain a Certificate of Compliance (See Planning Division for application). ❑ Construction across property lines is not permitted (See Land. Development for a Merger Application/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 EHD requirements. ❑ Other General Comments: I3Ce- Zfr- 2v- ig Zg.2-0-O r-`X�VCSi' CAvn Co. SCI 9 Y•1 October 16, 2000 Better Builders 5263 Royal Oaks Dr... Oroville, CA 95966 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Re: Building Permit Number: 00-2367 (Harcourtt) Assessor's Parcel Number: 028-440-032 This office has performed the structural review of the above referenced building plans. Please provide additional information and/or make revisions to plans, specifications and calculations as follows: �-P Provide confirmation from the truss manufacturer that all trusses intended to carry drag forces have been designed accordingly. The structural calculations require truss A10 to carry a lateral force of 2.95 kips. 64 2O Please key all details to the plans. • Some details are either not keyed or are keyed incorrectly. There are two S-2 details on sheet 8. Please clarify. 0� 3 Provide all engineering requirements on the plans as specified in the structural calculations. o� Provide shear transfer detail of interior shear wall connection to the roof diaphragm. P�� 5 The gravity analysis calculations indicate that the post at the center of the hexagon supports 11.52 kips. I calculate 13.64 kips. Please check the load on the post and provide adequate post size on the plans. Plan check will continue upon receipt of the above items and those items listed in the letter sent to you from Linda Simpson on October 6, 2000. Additional items may be required when plan check is resumed. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Sincerely, Philo Hunt, P.E. Plan Check Engineer cc: Michael Mooney, P.E. PLAN REVIEW RESPONSE FORM.. . r In order to expedite the review of your plans, please complete the following information and 'r&um this form '�ih your're-submittal. ,,this form is not complete, as to all correction items, we will not be able to accept your re -submittal for re -view. �'Ibere must be a v. response to .every item requested in our plan correction letter. "By others" is not considered a valid responsY. P1 'indicate y:• response to each item acid the location where the information can be found on the plam_zlcalcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORDINAL PLANS. 04VNERS NAME GATE: c 6.6O �c512�f � ASSESSORS PARCEL NUMBER PERMIT NUMBER RESPONSE FOR PLAN HECK LETTER DATED.: ------- PLAN CHECK rTEM # RESPONSE BY: LOCATION ON PLANSlCALCS: mA COMMENTS: PLAN CHECK ITEM -# RESPONSE BY: LOCATION ON PLANSICALCS: COMMENTS: PLAN CHECK ITEM.# RESPONSE BY: 1LOCATION ON PLANS/CALCS: PLAN CHECK ITEM # RESPONSE BY: _ LOCATION ON PLANSICALCS: C riMEN PLAN CHECK ITEM # RESPONSE BY:. LOCATIQN ON P NSlCALCS: i . FEE S81 COMMENTS:."20 0 \(, 1 F CALW3,, �/' A2- A -L ) h. rc- XII- rz, tq- I'Lj:g- Ns � 2 icy � C�� October 6, 2000 Better Builders 5263 Royal Oaks Dr Oroville, CA 95966 �epartment of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 028-440-032 Building Permit Number: 00-2367 Harcourt This office reviewed building plans for the permit application referenced above. The plan examiner's comments are listed in PART - I below. Please respond in writing to each comment in PART - I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM". Indicate which detail, specification, or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the re -check and approval of this project. PART — I Provide additional information and/or make revisions to plans, specifications and calculations as follows: t I found an application for an Agricultural building from 1997 on this parcel. Is there an Ag �( building? If so, please put it on the plot plan. You show the propane tank on a different parcel. Please relocate it onto this parcel with the / proper setback. We do not allow travel trailers as living units. Please remove them or get approval from the Planning Division and permits. Plan review will continue upon receipt of the above items. Additional comments may be generated from your response above where plan documents are incomplete, inconsistent, or not adequate to depict code compliance. 5� Review of the building plans by the Butte County Building Division engineer has not been completed at this time. Any additional comments from the engineer will be addressed in separate correspondence. PART - R The items identified below must be submitted prior to permit issuance. These items were noted at time of permit application on the PERMIT APPLICATION DATA SHEET. 1. Pay impact fees: 1.1. Complete and return the Butte County School Impact fee certification form. 2. Obtain Encroachment Permit for Driveway from Butte County Public Works Department. 1 of 2 If you wish to discuss any requirements in PART - I, you may contact me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. The attached checklist must accompany corrected items. Sincerely, Linda Simpson Plans Examiner 2 of 2 MICHAEL M OONEY'5 A MADRaNTE A i T. CI viL ENGINEER ORO c ILS E, CA 95966 RCE 20647 (916) 533-2131 Butte County August 22, 2000 t Development Services Department Building Division 7 County Center Drive Oroville, CA 95965 Re: Truss calculations Harcourt/Better Builders I have reviewed the truss calculations for this job. My review includes identifying and locating loads in excess of 3000 pounds. Where inadequate, foundation elements have been revised to reflect a maximum design bearing load of 1500 pounds per square foot.. Thank you for your consideration and patience. Yours, N Michael Mooney My license expires 9-30-01 A s CERTIFICATE OF COMPLIANCE: RESIDENTIAL Frame Page 1 CF -1R Project Title.......... ---------------------------------- HARCOURT RESIDENCE Date..10/26/00 08:49:08 Project Address......... BANGOR HIGHWAY R -value ******* --------------------- OROVILLE CA ------- Wood *v5.10* 0 o;?3 O;Ir Documentation Author... DARREN DIVER ******* Building Permit # Better Builders Construction oY.!�,- IL9• 3/ 5263 Royal Oaks Dr. Plan Check / Date Oroville, CA 95966 BACK, BACK LEFT 530-589-2574 Field Check/ Date Climate Zone........... 12 _____________________ Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File-HARC Wth-CTZ12S92 Program -FORM CF -1R User#-MP2019 User -Better Builders ------------------------------------------------------------------------------- Construct Run-HARCOURTT RESIDENCE GENERAL INFORMATION ------------------- Conditioned Floor Area..... 2280 sf Building Type.............. Single Family Detached Construction Type ......... New Building Front -Orientation. Front Facing 225 deg (SW) Number of Dwelling Units... 1 Number of Stories.......... 1 Floor Construction Type.... Raised Floor Glazing Percentage......... 20.2 % of floor area Average Glazing U -value.... 0.55 Btu/hr-sf-F Average Glazing SHGC....... 0.57 Average Ceiling Height..... 8.1 ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type Type R -value R -value R -value U -value Location/Comments ------------ Wall ------- Wood -------- R-17.8 -------- R-0 -------------- ------------------------ CRy==17:8 0.065 PLAN FRONT FRONT LEFT FRONT RIGHT, LEFT BACK, BACK LEFT LEFT BACK, RIGHT BACK BACK RIGHT, RIGHT KNEE WALL Door None R-0 R-0 R=0 0.330 ENTRY Roof wood R-38 R-0 0.029 TO ATTIC, VAULTED Floor Wood R-19 R-0 R 0.037 RAISED FLOOR FENESTRATION Area U- ------------ i A�erior Over - hang/ Orientation -------------------- (sf) ----- Value ------ - giu" � _hang------- Fins- Window Front (SW) X6.0 0.600 065$IL`anc�°ard Standard None Door Front (SW) X18.0 0.4000?3SO-Standard Standard None Window Front (SW) X12.5 0.600 0650Standard Standard None Window Front (SW) 7.5 0.600 Standard None 0.6��Standard CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R ----------- ---------------------------------------------- Project Title.......... HARCOURT RESIDENCE Date..10/26/00 08:49:08 MICROPAS5 v5.10 File-HARC Wth-CTZ12S92 Program -FORM CF -1R User#-MP2019 User -Better Builders Construct Run-HARCOURTT RESIDENCE S ENCE ------------------------------------------------------------------------------- FENESTRATION Over - Area U- Interior Exterior hang/ Orientation (sf) Value SHGC Shading Shading Fins -------------------- Door Front (SW) ----- . X6.0 ------ 0.4000.350 ------ --------------- Standard -------------- Standard ----- None Window Front (SW) i7.5 0.600 0,=.650 -Standard Standard None Window Front (SW) X6.0 0.600 02`650 Standard Standard None Window Front (SW) _12.5 0.600 0.650 Standard Standard None window Front (SW). r--20.0 0.600 0'650 Standard Standard None window Left (NW) .x-10.0 0.6000?650 Standard Standard None Window Left (NW) .--10.0 0.600 0650 Standard Standard None window Left (NW) 10�.O 0.600 0 650 Standard Standard None Window Back (NE) X33.4 0.600 0 X650 Standard Standard None Window Back (NE) x-25.0 0.600 0.650 Standard Standard None Window Left (NW) —25.0 0.600 0650 Standard Standard None Window Left (NW) _2-5.0 0.600 M650 Standard Standard None Window Back (NE) X40.0 0.600 0650 Standard Standard None Window Back (NE) _40.0 0.600 06.50 Standard Standard None Window Right (SE) _25.0 0.600 0.650 Standard Standard None window Right (SE) _..25.0 0.600 0.650 Standard Standard None Door Back (NE) --33.3 0.400 0350 Standard Standard None Door Back (NE) 33..3 0.400 0(3509Standard Standard None Skylight Front (SW) -6.0 0.450 0 050 None None None Skylight Front (SW) —6-.0 0.450 035:01 None None None Skylight Front (SW) _6..0 0.450 0�350�None None None Skylight Front (SW) _-6.0 0.450 O''.35`01None None None Skylight Front (SW) . —6.0 0.450 0.350 one None None HVAC SYSTEMS Minimum ------------ Duct Duct Tested Duct ACCA Thermostat Equipment ---------------- Type Efficiency ------------ Location ------------ R -value ---------------- Leakage Manual D Type Furnace 0.9007FUE Crawlspace R-4.2 --------- No No ------- Setback ACSplit12.0-0=SEER Crawlspace R-4.2 No No Setback WATER --------------------- HEATING SYSTEMS Y /hs SOC Number Tank External in Energy Size Insulation Tank Type ------------ Heater ----------- Type Distribution Type System ------------------- Factor (gal) R -value �torage—Gas Standard ------ 1 -------- ------ 0:=62 4-0- ---------- R:n/ 0 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R --------------------------------------------- Project Title.......... HARCOURT RESIDENCE Date..10/26/00 08:49:08 MICROPAS5 v5.10 File-HARC Wth-CTZ12S92 Program -FORM CF -1R User#-MP2019 User -Better Builders Construct Run-HARCOURTT RESIDENCE ------------------------------.------------------------------------------------- SPECIAL FEATURES AND MODELING ASSUMPTIONS ----------------------------------------- *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates a Housewrap/Air Infiltration Retarder. This building incorporates non-standard Duct Location. REMARKS I Y CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 4 CF -1R ----------- ----------------------------------------- Project Title.......... HARCOURT RESIDENCE Date..10/26/00 08:49:08 MICROPAS5 V5.10 File-HARC Wth-CTZ12S92 Program -FORM CF -1R User#-MP2019 User -Better Builders Construct Run-HARCOURTT RESIDENCE S DENCE ------------------------------------------------------------------------------- COMPLIANCE STATEMENT -------------------- This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features ;Modeling Assumptions section. DESIGNER or OWNER Name.... JOHN STARR Company. BETTER BUILDERS CONSTR. Address. 5263.ROYAL OAKS DR. OROVILLE CA 95966 Phone... 530-589-2574 License. 323225 Signed.. (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) DOCUMENTATION AUTHOR Name.... DARREN LIVER Company. Better Builop�rs Construction Address. 5263 Royal 04Xp Dr. Oroville, CA 95966 Phone... 530-589-2574' Signed.. �— 10 ' Z� '60 (date) MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R -------------------------------------------- Project Title..:....... HARCOURT RESIDENCE Date..10/26/00 08:49:08 Project Address........ BANGOR HIGHWAY ******* --------------------- OROVILLE CA *v5.10* Documentation Author... DARREN DIVER ******* Building Permit # Better Builders Construction 5263 Royal Oaks Dr. Plan Check / Date Oroville, CA 95966 530-589-2574 Field Check/ Date Climate Zone........... 12 --------------------- Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File-HARC Wth-CTZ12S92 Program -FORM MF -1R User#-MP2019 User -Better Builders Construct Run-HARCOURTT RESIDENCE ------------------------------------------------------------------------------- Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES -------------------------- Design- Enforce- er /' ment *150(a): Minimum R-19 ceiling insulation./ 150(b): Loose fill insulation manufacturer's labeled R -value. *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -value in metal frame walls (does not apply / to exterior mass walls) . *150(d): Minimum R-13 raised floor insulation in framed floors. 150(i): Slab edge insulation - water absorption rate no greater than 0.30, water vapor transmission rate no greater than 2.0 perm/inch. Allk 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -value, certified solar heat gain coefficient, and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R ------------------------------------- Project Title.......... HARCOURT RESIDENCE Date..10/26/00 08:49:08 I T MICROPAS5 V5.10 File-HARC Wth-CTZ12S92 Program -FORM MF -1R User#-MP2019 User -Better Builders Construct Run-HARCOURTT RESIDENCE ------------------------------------------------------------------------------- a. Closeable metal or glass door b. Outside air intake with damper and control C. Flue damper and control 2. No continuous burning gas pilots allowed. SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES -------------------------------------------------------------- Design- Enforce- er ment 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. V 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACOA. 150(1): Setback thermostat on all applicable heating and/or cooling systems. 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor of less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar systems, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried'or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. All ducts and plenums constructed, installed, in- sulated, fastened, and sealed to comply with the ICBO 1997 UMC sections 601 and 603; ducts insulated to a minimum installed R-4.2 or ducts enclosed entirely within conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant or other duct closure system that meets the applicable requirements of UL181, UL181A, or UL181B and other applicable specified tests for longevity given in Sec. 150(m). 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either autQmatie or readily accessible, manually operated dampers. 114: Pool and Spa Heatin5 Systems and Equipment 1. System is certifigo with 78% thermal efficiency, on-off switch, weatherprpof qp�-,rating instructions, no electric resistance heating a44 Bo pilot light. 2. System is inptallcq with: a. At least 36 �pchpg of pipe between filter and heater for -.:future --solar heating, MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -1R ----------------------------------------- 8roj4et Title.......... HARCOURT RESIDENCE Date..10/26/00 08:49:08 MICROPAS5 v5.10 File-HARC Wth-CTZ12S92 Program -FORM MF -1R User#-MP2019 User -Better Builders Construct Run-HARCOURTT RESIDENCE ------------------------------------------------------------------------------- b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr) LIGHTING MEASURES ----------------- 150(k)1: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. 150(k)2: Rooms with a shower or bathtub must either have at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. Design- Enforce- er ment COMPUTER METHOD.SUMMARY Page 1 C -2R Project Title....... .. HARCOURT RESIDENCE Date 10/26/00 08:49:08 Project Address........ BANGOR HIGHWAY ******* --------------------- OROVILLE CA *v5.10* Documentation Author... DARREN DIVER ******* Building Permit # Better Builders Construction 5263 Royal Oaks Dr. Plan Check / Date Oroville, CA 95966 530-589-2574 Field Check/ Date -- Climate Zone........... 12 --- Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File-HARC Wth-CTZ12S92 Program -FORM C -2R User#-MP2019 User -Better Builders Construct Run-HARCOURTT RESIDENCE --------------,----------------------------------------------------------------- MICROPAS5 ENERGY USE SUMMARY = Energy Use Standard Proposed Compliance = _ (kBtu/sf-yr) _----------------------- Design Design ---------- Margin = = Space Heating.......... ---------- 16.45 13.08 ---------- - 3.37 = = Space Cooling.......... 10.58 15.40 -4.82 = = Water Heating.......... _ 12.03 10.23 1.80 = _ Total ---------------- 39.06 38.71 -------- - 0.35 = _ *** Building complies with Computer Performance *** GENERAL INFORMATION ------------------- Conditioned Floor Area..... 2280 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 225 deg (SW) Number of Dwelling Units... 1 .Number of Building Stories. 1 Weather Data Type.......... ReducedYear Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -value.... Average Glazing SHGC....... Average Ceiling Height..... Raised Floor 1 18492 cf 0 sf 20.2 0 of floor area 0.55 Btu/hr-sf-F 0.57 8.1 ft COMPUTER METHOD SUMMARY Page 2 C -2R ------------------------------------------ Project Title.......... HARCOURT RESIDENCE Date..10/26/00 08:49:08 MICROPAS5 v5.10 'File-HARC Wth-CTZ12S92 Program -FORM C -2R User#-MP2019 User -Better Builders Construct Run-HARCOURTT RESIDENCE ------------------------------------------------------------------------------- Zone Type -------------- HOUSE ' Residence Surface -------------- HOUSE 1 Wall' 2 Wall 3 Wall 4 Door 5 Wall 6 Wall 7 Wall 8 Wall 9 wall 10 Wall 11 Wall 12 Wall 13 Roof 14 Roof 15 Floor Orientation BUILDING ZONE INFORMATION -------------_------------ Floor # of Vent Vent Air Area Volume Dwell Cond- Thermostat Height Area Leakage (sf) (cf) Units itioned Type (ft) (sf) Credit ------------ ----------------------- ----- -------- --------- 2280 18492 1.00 Yes Setback 2.0 Standard Housewrap (SW) 2 OPAQUE SURFACES (SW) 3 Area U- --------------- Insul Act Window Solar Form 3 Location/ (sf) ------ value ----- R-val ----- Azm --- Tilt ---- Gains ----- Reference ------------ Comments ---------------- 363 0.065 17.8 n/a 0 Yes W.19.2X6.16 PLAN FRONT 57 0.065 17.8 n/a 0 Yes W.19.2X6.16 FRONT LEFT 57 0.065 17.8 n/a 0 Yes W.19.2X6.16 FRONT RIGHT 14 0.330 0 90 90 Yes None ENTRY 214 0.065 17.8 180 90 Yes W.19.2X6.16 LEFT 80 0.065 17.8 270 90 Yes W.19.2X6.16 BACK 103 0.065 17.8 240 90 Yes W.19.2X6.16 BACK LEFT 110 0.065 17.8 210 90 Yes W.19.2X6.16 LEFT BACK 110 0.065 17.8 330 90 Yes W.19.2X6.16 RIGHT BACK 111 0.065 17.8' 300 90 Yes W.19.2X6.16 BACK RIGHT 227 0.065 17.8 0 90 Yes W.19.2X6.16 RIGHT 84 0.065 17.8 90 90 No W.19.2X6.16 KNEE WALL 1424 0.029 38 n/a 0 Yes R.38.2X12.16 TO ATTIC 855 0.029 38 n/a 0 Yes R.38.2X12.16 VAULTED 2280 0.037 19 n/a 0 Yes FC.19.2X8.16 RAISED FLOOR HOUSE 90 Standard/0.76 1 Window Front (SW) 2 Door Front (SW) 3 Window Front (SW) 4 Window Front (SW) 5 Door Front (SW) 6 Window Front (SW) 7 -Window Front (SW) 8 Window Front (SW) 9 Window Front (SW) 10 Window Left (NW) 11 Window Left (NW) 12 Window . Left (NW) 13 Window Back' (NE) FENESTRATION SURFACES --------------------- Area U- Act Exterior Shade Interior Shade (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC ----- ----- ----- --- ---- -------------- -------------- 6.0 0.600 0.650 225 90 Standard/0.76 Standard/0.68 18.0 0.400 0.350 225 90 Standard/0.76 Standard/0.68 12.5 0.600 0.650 225 90 Standard/0.76 Standard/0.68 7.5 0.600 0.650 225 90 Standard/0.76 Standard/0.68 6.0 0.400 0.350 225 90 Standard/0.76 Standard/0.68 7.5 0.600 0.650 225 90 Standard/0.76 Standard/0.68 6.0 0.600 0.650 225 90 Standard/0.76 Standard/0.68 12.5 0.600 0.650 225 90 Standard/0.76 Standard/0.68 20.0 0.600 0.650 225 90 Standard/0.76 Standard/0.68 10.0 0.600 0.650 315 90 Standard/0.76 Standard/0.68 10.0 0.600 0.650 315 90 Standard/0.76 Standard/0.68 10.0 0.600 0.650 315 90 Standard/0.76 Standard/0.68 33.4 0.600 0.650 45 90 Standard/0.76 Standard/0.68 COMPUTER METHOD SUMMARY Page 3 C -2R ------------------------------------------- Project Title.......... HARCOURT RESIDENCE Date..10/26/00 08:49:08 MICROPAS5 v5.10 File-HARC Wth-CTZ12S92 Program -FORM C -2R User#-MP2019 User -Better Builders Construct Run-HARCOURTT RESIDENCE ------------------------------------------------------------------------------- FENESTRATION SURFACES Area U- - Act Exterior Shade Interior Shade Orientation (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC ---------------------- ----- ----- ----- --- ---- -------------- -------------- 14 Window Back (NE) 25.0 0.600 0.650 45 90 Standard/0.76 Standard/0.68 15 Window Left (NW) 25.0 0.600 0.650 315 90 Standard/0.76 Standard/0.68 16 Window Left (NW) -25.0 0.600 0.650 315 90 Standard/0.76 Standard/0.68 17 Window Back (NE) 40.0 0.600 0.650 45 90 Standard/0.76 Standard/0.68 18 Window Back (NE) 40.0 0.600 0.650 45 90 Standard/0.76 Standard/0.68 19 Window Right (SE) 25.0 0.600 0.650 135 90 Standard/0.76 Standard/0.68 20 Window Right (SE) 25.0 0.600 0.650 135 90 Standard/0.76 Standard/0.68 21 Door Back (NE) 33.3 0.400 0.350 45 90 Standard/0.76 Standard/0.68 22 Door. Back (NE) 33.3 0.400 0.350 45 90 Standard/0.76 Standard/0.68 23 Skylight Front (SW) 6.0 0.450 0.350 225 90 None/1 None/1 24 Skylight Front (SW) 6.0 0.450 0.350 225 90 None/1 None/1 25 Skylight Front (SW) 6.0 0.450 0.350 225 90 None/1 None/1 26 Skylight Front (SW) 6.0 0.450 0.350 225 90 None/1 None/1 27 Skylight Front'(SW) 6.0 0.450 0.350 225 90 None/1 None/1 System Type ---------------- HOUSE Furnace ACSplit Tank Type ------------ 1 Storage Heater Type Gas WATER HEATING SYSTEMS --------------------- Number Tank External in Energy Size Insulation Distribution Type System Factor (gal) R -value Standard 1 0.62 40 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS ----------------------------------------- *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates a Housewrap/Air Infiltration Retarder. This building incorporates non-standard Duct Location. HVAC SYSTEMS Minimum ------------ Duct Duct Tested Duct ACOA Duct Efficiency ------------ Location ------------- R -value ------- Leakage Manual D ------------------ Eff ------- 0.900 AFUE Crawlspace R-4.2 No No 0.749 12.00 SEER Crawlspace R-4.2 No No 0.701 Heater Type Gas WATER HEATING SYSTEMS --------------------- Number Tank External in Energy Size Insulation Distribution Type System Factor (gal) R -value Standard 1 0.62 40 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS ----------------------------------------- *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates a Housewrap/Air Infiltration Retarder. This building incorporates non-standard Duct Location. ^ 1 COMPUTER METHOD SUMMARY Page 4 C -2R ---------------------------------------- Project Title.......... HARCOURT RESIDENCE Date..10/26/00 08:49:08 MICROPAS5 v5.10 File-HARC Wth-CTZ12S92 Program -FORM C -2R User#-MP2019_ User -Better Builders Construct Run-HARCOURTT RESIDENCE ------------------------------------------------------------------------------- REMARKS 1 CONSTRUCTION ASSEMBLY Page 1 3R Project Title.......... HARCOURT RESIDENCE Date..10/26/00 08:49:08 MICROPAS5 v5.10 File-HARC Wth-CTZ12S92 Program -FORM 3R User#-MP2019 User -Better Builders Construct Run-HARCOURTT RESIDENCE ------------------------------------------------------------------------------- ------=-------------------------- Parallel Path Method Reference Name . W.19.2X6.16 Description .... Wall R-19 2x6 16oc Type ........... Wall R -Value ........ 17.8 Hr-sf-F/Btu Framing Material ..... Type ......... Description .. Spacing ...... Framing Frac.. --------------------------------- Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS FIR. 2X6 Wood 2x6 fir 16 inches on center 0.15 Cavity Framing -------------------------------------- U-Value: (1 / 19.34 x 0.85) + (1 / 6.98 x 0.15) _ Total ---------------- 0.065 Btu/hr-sf-F Total R -Value: 1 / 0.065 = 15.28 hr-sf-F/Btu Material Cavity Frame Name ------------- Description ------------------=--------------------- R -value R-value O. FILM.EX Exterior air film: winter value --------- 0.17 --------- 0.17 1. STUCCO.0.88 0.875 in stucco 0.17 0.17 2. BLDG.PAPER Building paper (felt) 0.06 0.06 3c. BATT.R19 R-19 batt insul (cavity = 5.5 in) 17.80 -- 3f. FIR.2X6 2x6 fir -- 5.45 4. GYP.0.50 0.50 in gypsum or plaster board 0.45 0.45 I. FILM.IN.WLL Inside air film: heat sideways 0.68 0.68 Total Unadjusted R -Values --------- 19.34 --------- 6.98 FRAMING ADJUSTMENT CALCULATION Cavity Framing -------------------------------------- U-Value: (1 / 19.34 x 0.85) + (1 / 6.98 x 0.15) _ Total ---------------- 0.065 Btu/hr-sf-F Total R -Value: 1 / 0.065 = 15.28 hr-sf-F/Btu CONSTRUCTION ASSEMBLY Page 2 3R ---------- ------------------------------------------ Project Title.......... HARCOURT RESIDENCE Date..10/26/00 08:49:08 MICROPAS5 v5.10 File-HARC Wth-CTZ12S92 Program -FORM 3R User#-MP2019 User -Better Builders Construct Run-HARCOURTT RESIDENCE --------------------------------------------------------------------------'---- --------------------------------- Parallel Path Method Reference Name . R.38.2X12.16 Description .... Roof R-38 2x12 16oc Type Roof R -Value ........ 38 Hr-sf-F/Btu Framing Material ..... Type ......... Description .. Spacing ...... Framing Frac.. --------------------------------- Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS FIR. 2X12 Wood 2x12 fir 16 inches on center 0.10 Total R. -Value;,; 1 / 0.029 = 34.12 hr-sf-F/Btu Material Cavity Frame Name ------------- Description ---------------------------------------- R -Value R-Value O. FILM.EX Exterior air film: winter value --------- 0.17 --------- 0:17 1. SHNGL.ASPHLT Asphalt shingle roofing 0.44 0.44 2. BLDG.PAPER Building paper (felt) 0.06 0.06 3. PLY.0.50 0.50 in plywood 0.62 0.62 4c. AIR.RF.0.75 0.75 in (approx) air space: heat flow up 0.75 -- 4f. FIR.2X12 2x12 fir -- 11.14 5c. BATT.R38.0 R-38 batt insul (cavity > 11.25 in) 38.00 -- 6. GYP.01.50 0.50 in gypsum or plaster board 0.45 0.45 I. FILM.IN.RF Inside air film: heat flow straight up 0.61 0.61 Total Unadjusted R -Values --------- 41.10 --------- 13.49 FRAMING ADJUSTMENT CALCULATION Cavity Framing Total U -Value: (1 / 41.10 x 0.90) + (1 / 13.49 x 0.10) = 0.029 Btu/hr-sf-F Total R. -Value;,; 1 / 0.029 = 34.12 hr-sf-F/Btu CONSTRUCTION ASSEMBLY- Page 3 3R --------------------------------------------- Project Title.......... HARCOURT RESIDENCE Date..10/26/00 08:49:08 MICROPAS5 v5.10 File-HARC Wth-CTZ12S92 Program -FORM 3R User##-MP2019 User -Better Builders Construct Run-HARCOURTT RESIDENCE ------------------------------------------------------------------------------- --------------------------------- Parallel Path Method Reference Name . FC.19.2X8.16 Description .... Floor Crwl R-19 2x8 16oc Type ........... Floor R -Value ........ 19 Hr-sf-F/Btu Framing Material ..... FIR.2X8 Type ......... Wood Description .. 2x8 fir Spacing ...... 16 inches on center Framing Frac.. 0.10 --------------------------------- Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS FRAMING ADJUSTMENT CALCULATION Cavity Framing Total ------------------- ------------------- ---------------- U-Value: (1 / 28.95 x 0.90) + (1 / 17.13 x 0.10) = 0.037 Btu/hr-sf-F Total R -;-Value- 1 / 0.037 = 27.08 hr-sf-F/Btu Material Cavity Frame Name ------------- Description ---------------------------------------- R -Value R-Value o. FILM. EX Exterior air film: winter value --------- 0.17 --------- 0.17 1: CRAWLSPACE Effective R -value of vented crawlspace 6.00 6.00 2c. BATT.RI9.0 R-19 batt insul (cavity > 5.5 in) 19.00 2f,- FIR.2X8 2x8 fir - - 7.18 3., PLY:0.63 0.625 in plywood 0.78 0.78 4. CARPET Carpet & pad 2.08 2.08 I. FILM.IN.FLR Inside air film: heat flow down 0.92 0.92 Total Unadjusted R -Values 28.95 17.13 FRAMING ADJUSTMENT CALCULATION Cavity Framing Total ------------------- ------------------- ---------------- U-Value: (1 / 28.95 x 0.90) + (1 / 17.13 x 0.10) = 0.037 Btu/hr-sf-F Total R -;-Value- 1 / 0.037 = 27.08 hr-sf-F/Btu HVAC SIZING Page 1 HVAC Project Title.......... HARCOURT RESIDENCE Date 10/26/00 08:49:08 Project Address........ BANGOR HIGHWAY ******* --------------------- OROVILLE CA *v5.10* Documentation Author... DARREN DIVER ******* Building Permit # Better Builders Construction 5263 Royal Oaks Dr. Plan Check / Date Oroville, CA 95966 530-589-2574 Field Check/ Date Climate Zone........... 12 --------------------- Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File-HARC Wth-CTZ12S92 Program -HVAC SIZING ----------------------------- User#-MP2019 User -Better Builders Construct Run-HARCOURTT RESIDENCE ------------------------------------------------------------------------------- GENERAL INFORMATION ------------------- Floor Area ................. Volume ..................... Front Orientation.......... Sizing Location............ Latitude ................... Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range ............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... 2280 sf 18492 cf Front Facing OROVILLE RS 39.5 degrees 30 F 70 F 104 F 78 F 37 F No No No 0.20 HEATING AND COOLING LOAD SUMMARY -------------------------------- Heating Description (Btuh) -------------------------------------------- Opaque Conduction and Solar...... Glazing Conduction ............... Glazing Solar .................... Infiltration ..................... Internal Gain .................... Ducts............................ Sensible Load .................... Latent Load ...................... Minimum Total Load 10194 10159 n/a 10518 n/a 3087 33958 n/a 225 deg (SW) Cooling (Btuh) 5513 6603 17848 4318 1425 1785 37494 7499 33958 44992 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside .air, outdoor design temperatures, coil sizing, availOility of equipment, oversizing safety margin, etc., must also be consoered. It is the HVAC designer's responsibility to consider all HVAC SIZING Page 2 HVAC Project Title...... .... HARCOURT RESIDENCE Date. 10/26/00 08:49:08 MICROPAS5 v5.10 File-HARC Wth-CTZ12S92 Program-HVAC SIZING User#-MP2019 User-Better Builders Construct Run-HARCOURTT RESIDENCE ------------------------------------------------------------------------------- factors when selecting the HVAC equipment. 1 ❑ APPROVED APPROVED °s'- .. _ ❑ RESOLVE PROBLEMS PRIOR TO APPROyAL PERMIT CLEARANCE Permit #: pp — 2-316, �7 Date: 16- 9— Q rD Genera/Information Owners Name: H A C 0 O _ � /�Q Parcel Acreage: 1 c_ Owners Address: Building Site Address: Prov ertvinformation Permit Type: ❑ Agriculture Building ❑ Commercial ❑ Industrial ❑ Mobile Home SFD ❑ Residential Aooessory ❑ 2nd Dwelling ❑ Multi -Family >2 units per parcel ❑ Septic ❑ Well ❑ Other Zone District: A 3 Date of Zoning Ordinance: General Plan: lel Development Agreement: Use Permit: Variance: Parcel Is In: Land Conservation Agreement] No ❑ Yes, check use Minimum Acreage: Nitrate Action Plan] No ❑ Yes Violation Area No ❑ Yes Specific Plan No ❑ Yes ❑ Chico ❑ D2N ❑ Cohasset Enterprise Zone No ❑ Yes, check use ❑ t D Floodplain No Yes Zone: Panel Number: Watershed Protection Zone No ❑ Yes Proposed Use Complies With:❑ General Plan ElZoning Proposed Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Accessory Building Use Commercial/Industrial/Multi-Family Uses: Parking: ❑ Parking Requirements are OK as Shown ❑ Other Landscaping: ❑ Landscaping Requirements are OK as Shown J Other Road and Drairage Improvements Required: ❑ No ❑ Yes Ayplicabie Setbacks: Zoning Code Street & Hi hwa s Fre Prevention Subdivision Ma Front Side S,de street Rear Height Septic Permit Review: Welt Permit Review: Lard Development Review: ❑ Map Permit C/prance Agriculture Affidavit Required ❑ No ❑ Yes Des<gnated Well Site ❑ No ❑ Yes Drainage Plan (COm/W/Multi) ❑ No ❑ Yes Date of Creation: Deed Reference: Parcel Frontage on Publicly Maintained Road: Compiles with County Standards for Deed Creation: Comments. Legal Access Provided: ❑ No ❑ Yes Legal Access Required: ❑ No ❑ Yes ❑ No ❑ Yes. Road Name: ❑ No ❑ Yes Date of Recording: Lot: °21� n i ' ns That Muer ho Met Pri r rn tev,ane �r °""rnt ❑ Verify Legal Parcel ❑ Verify Legal Access Block: Book: . Page: ❑ Provide Creation Deed ❑ Comply with condition no. of conditions of approval for the ❑ Obtain a Certificate of Compliance (See Planning Division for application). ❑ Construction across property lines is not permitted (See Land Development for a Merger ApplIcation/Lot Line Adjustmwt). ❑ Comply with Old Subdivision Lot Ordinance (Maps Recorded Prior to Book 17 of Maps Page 23). ❑ Construct road to ❑ Meet parcel sizer required eq by zone El Meet current END requirements, ❑ Other neral Commen c• t' RESIDENTIAL PLAN REVIEW GUIDE SINGLE FAMILY, DUPLEXAND MISCELLANEOUS ONLY 6 Owner: v�/ Building Permit Number: Plans Examiner: Linda Simpson A. P. Number:i�y GENERAL: g requirements — (number of permitted living units). 1 signed by the designer. per description of work on the application. sting violations on the property. Recorded notice of violation. 6. Building permit valuation. PLOT PLAN: JFIGod omplete parcel size and dimensions. etbacks, side yard, easements, etc. ther buildings or structures. rading, fills and/or drainage. hazardpecial conditions on. arcel Map: oise ❑ SRAFire Sprinklers ❑ Water Tender ❑ Traffic and Drainage fees ❑ ederal Aid Route 6nd/or Federal Aid Secondary Route setback requirement. uilding or utilities across lot lines (Lot merger approval by Butte County band Development.) F R PLAN: ns and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). % of natural light and 5% of ventilation (Uniform Building Code section 1203). cape or rescue windows shall have a minimum net clear openable area of 5.7 square feet. The minimum net ar openable height dimension shall be 24". The minimum net clear openable width dimension shall be 20". When windows are provided as a means of escape or rescue, they shall have a finished sill height not more than 44" above the floor (Uniform Building Code section 310.4). Skylights (Uniform Building Code section 2409 & 2603.7). A . Glazing in Hazardous locations (Uniform Building Code section 2406). bitable space.shall have a ceiling height of not less than 7 feet 6 inches except as otherwise permitted in this section. Kitchens, halls, bathrooms and toilet compartments may have a ceiling height of not less than 7 feet wasured to the lowest projection from the ceiling (Uniform Building Code section 310.6.1). All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 feet in an 'mension (Uniform Building Code section 310.6.2 & 310.6.3). G I in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210). ater heaters which depend on the combustion of fuel shall not be installed in a room used or designed to be used for sleeping purposes, bathroom, clothes closets or in a closet or other confined space opening into a bath or bedroom (Uniform Plumbing Code section 509.0). uel burning equipment shall not be installed in a closet, bathroom or a room readily usable as a bedroom, or in a room, compartment or alcove opening directly into any of these (Uniform Mechanical Code section 304.5). Garage firewall separation - required on garage side including supporting walls and posts (Uniform Building Code section 302.4 exception #3). nder no circumstances shall a private garage have any opening into a room used for sleeping purposes (Uniform Building Code section 312.4). Wood stove location - Alcove — UMC section 205 confined space & 223 unconfined space & 304.2). Smoke detectors (Uniform Building Code section 310.9.1). Page 1 of 2 1. Water closet clearances (Uniform Plumbing Code 408.5). bower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). 1 Bearing walls shall be supported on masonry or concrete foundations that shall be of sufficient size to support all loads (Uniform Building Code section 1806.3). STRUCTURAL DETAILS: 1. Braced wall panels shall start at not more than 8 feet from each end of a braced wall line. Braced wall panels must be in line or offset from each other by not more than 4 feet (UBC section 2320.113). Spacing shall not exceed 34 feet on center in both the longitudinal and transverse directions (UBC section 2320.4.1.) Braced wall lines must be continuous throughout the structure. A California licensed architect or registered engineer must prepare a lateral analysis for the areas of the building that do not comply with the Uniform Building Code. This must include the designer's "wef%stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. Clerestory requiring balloon framing and/or engineering. oundation plans complete enough to construct building (Uniform Building Code Table 18-I-C). Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. Fireplace construction details and calculations if necessary.. Garage door header size(s). orch header size(s). Typical header size(s). Stud heights. High expansive soil — special foundation design required. etaining walls requiring design. Gypsum wallboard nailing inspection required. If the area below the lowest floor is fully enclosed, than a minimum of two openings are required with a total net area of at least one square inch for every square foot of area enclosed with the bottom of the openings no �J more than one foot above grade. Alternatively, certification may be provided by a registered professional i engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior walls. / Building must be designed and anchored to prevent floatation, collapse or lateral movement. Construction V design requirements must be shown on the building plans. Electric, heating, ventilation, plumbing and air conditioning equipment and other service facilities shall be designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. MISCELLANEOUS ITEMS: Stairway details — landings, rise and run, head clearance, handrails (Uniform Building Code section 1006). Guardrails (Uniform Building Code section 509). Brick or stone veneer (Uniform Building Code section 1403). Exterior plaster — weep screeds (Uniform Building Code section 2506.5). Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-13-1 & 2). Foam insulation — protection. 36" halls and stairways (Uniform Building Code section 10043.3.2). Two exits on three — story dwellings (Uniform Building Code section 1004.2.3.2). Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). Attic access and ventilation (Uniform Building Code section 1505). 4 ound requirements. nergy design compliance and supporting documentation. CDF responsible area requirements. UIL G PERMIT REQUIREMENTS: 1. SRA. 2. Flood elevation certificate. 3. ❑ Fire Sprinklers required. 4. ❑ Special Inspection requirements. 5. ❑ Use Permit conditions. 6. ❑ Sub-Standard Housing letter. . C :-�• Page 2 c October 6, 2000 Better Builders 5263 Royal Oaks Dr Oroville, CA 95966 Department of Development Services p p es Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 028-440-032 Building Permit Number: 00-2367 Harcourt This office reviewed building plans for the permit application referenced above. The plan examiner's comments are listed in PART -I below. Please respond in writing to each comment in PART - I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification, or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the re -check and approval of this project. PART — I Provide additional information and/or make revisions to plans, specifications and calculations as follows: The windows and sliding doors indicated on the rear of the floor plan do not coincide with the rear elevation drawing. Please make changes to the elevation drawing. I find 5 skylights on the floor plan; energy calculations call out 6. Also, please put the skylights on the roof -framing plan and on the elevations. I find 2300 square feet of living space, 539 square feet of garage, 272 of covered area, and no open decks. Is this agreeable with you? I am assuming the rear patio is not covered. There are no beams shown on the plans.to support the breezeway or the front porch. Please put them on the plans. The garage door header size is not shown. The girder size is not on the plans. The energy calculations seem to have been taken off of the elevation, not the floor plan. Therefore, they are wrong for the back of the house. Please revise them. Please indicate the location of the HVAC. We charged for gas piping and a gas water heater. Your calc's call for a heat pump water heater. Please let me know what is being used. Flan review will continue upon receipt of the above items. Additional comments may be generated from your response above where plan documents are incomplete, inconsistent, or not adequate to depict code compliance. Review of the building plans by the Butte County Building Division engineer has not been completed at this time. Any additional comments from the engineer will be addressed in separate correspondence. ` 1 of 2 PART - H The items identified below must be submitted prior to permit issuance. These items were noted at time of permit application on the PERMIT APPLICATION DATA SHEET. 1. Provide 3 sets of California licensed architect or registered engineer -designed plans. Please be sure to include on the resubmittal the designer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. 2. Provide energy design compliance and supporting documentation. (required prior to plan check) 3. Pay impact fees: 3.1. Complete and return the Butte County School Impact fee certification form. 4. Sanitation and plot plan approval is required from the Butte County Environmental Health Department. 5. Obtain Encroachment Permit for Driveway from Butte County Public Works Department. If you wish to discuss any requirements in PART - I, you may contact me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. The attached checklist must accompany corrected items. Sincerely, Linda Simpson Plans Examiner 2 of 2 K PLAN REVEW RESPONSE FORM � 3 •Y' in order to expedite the review of your plans, please complete the following information and return this form with y ur re -submittal. I this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a valic response to every item requested in our plan correction letter. `By others" is not considered a valid response. Please indicate you response to each item and the location where the information can be found on the pWWcalcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WISH REVISED AND ORIGINAL PLANS, OWNERS NAME DATE: I 14AIS 14ARCm.-o- S'• od ASSESSORS PARCEL NUMBER PERMIT NUMBER d 2 b -y -A0-03 Z oo _Z3C1 f RESPONSE FOR PLAN CHECK LETTER DATED: I10—(4 —06 CHECK ITEM # AMENTS, BY: LOCATION ON ter. err: F . PLAN CHECK ITEM # 2 RESPONSE BY: LOCATION ON PLANS/CALCS: 314, 9 COMMENTS: PLAN CHECK ITEM # .3t7. RESPONSE BY: D LOCATION ON PLANS/CALCS: Z COMMENTS: PLAN CHECK ITEM # y RESPONSE BY: D%D LOCATION ON PLANS/CALCS: 2 , COMMENTS: CHECK ITEM # RESPONSE BY: LOCATIbN ON PLANS/CALCS: a PLAN REVIEW..RE�PONSE FORM Z13 In order to expedite the review of your plans, please complete the following information and return this form with your re -submittal. I this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a vali( response to every item requested in our plan correction letter. "By others" is not considered a valid response. Please indicate you response to each item and the location where the information can be found on the plans/calcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORIGINAL PLANS, OWNERS NAME DATE: ��{{ ?bot) j4A gcOMrT� 1V - t J Q d ASSESSORS PARCEL NUMBER PERMIT NUMBER 02-�-`i�tv--a32 ea-23G"'t RESPONSE FOR PLAN CHECK LETTER DATED: 10-4,04 ' PLAN CHECK ITEM # r 41. RESPONSE BY: D • o LOCATION ON PLANS/CALCS: COMMENTS: n' PLAN CHECK ITEM # RESPONSE BY: D. 1). LOCATION ON PLANS/CALCS: COMMENTS: n' PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: 4 n' PLAN CHECK ITEM # RESPONSE BY: J . D LOCATION ON.PLANS/CALCS: # 1A COMMENTS:CAS • rd l n' PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS:S ah A� toh 4 !i rV�GJ C PLAN REVIEW RESPONSE FOR 3 In order to expedite the review of your plans, please complete the following information and return this form with your resubmittal this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a va., response to every item requested in our plan correction letter. "By others" is not considered a valid response. Please indicate yo response to each item and the location where the information can be found on the plans/calcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORIGINAL PLANS OWNERS NA�MEE DATE: (1413 d ASSESSORS PARCEL NUMBER PERMIT NUMBER 6281, ya_ o3Z 06), Z34 Kt5PUN5t 1 -UK PLAN UHtUr% Lt 1 1 tK UA I tU: Ito- 4 . 00 PLAN CHECK ITEM # s RESPONSE BY: rD LOCATION ON PLANS/CALCS: COMMENTS: r i t. -Am .._ __ . J - _- C keen PLAN CHECK ITEM # IRESPONSE BY: ILOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # COMMENTS: PLAN CHECK ITEM # COMMENTS: PLAN CHECK ITEM # COMMENTS: RESPONSE BY: RESPONSE BY: RESPONSE BY: LOCA ON ON PLANS/CALCS: TION ON PLANS/CALCS: A AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUII.DING DMSION 7 COUNTY CENTER DRIVE OROVII,LE, CA 95965 Recorded Official Records CountyBUTTE f CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 02:11PM 03 -Oct -2000 REC FEE 10.00 CONFORM .00 Kristyy Page 1 of 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the Countyof Butte, State of California, described as follows: Lot 20, a s shown on that certain map eneitled, "Ford & Fowler Subdivision No. 211, which map was recorded in the office of the recorder of the County of Butte, State of California, on April 3, 1929, in book 10 •of Maps, at Pages 6A, 7A and 8. Excepting therefrom that portion as conveyed to the County of Butte on December 23, 1996, under Butte County Recorder's Serial No. 96=47820. A 60 foot non-exclusive access and utility easement over Rockrose Count as shown on that certain record of survey recorded in the office of the recorder of the County of Butte, State of California on April 30, 1996, in book 137 of maps, at'`.pages•78, 79, 80, 81, 82, 83 and 84, Butte County records. Excepting therefrom all that portion lying within the bounds of Parcel Date P--�p -0-0 PROPER �0 RS: described herein. State oornia ) County, o ) Sem Cc�e�. On Z — befo me, personally appe red > ThCAIS ersonally known to me (or p ved to me on the basis of s . factory evidence) to be the pe n(s) whose name(s) iI/a subscribed to the within instrument and a owledged to me that' they executed the same in- Y/their authorized ca city(ies), and that by signat re(s) on the instrument, t person(s) or the entity upon b half of which the person acted, executed the instrument. WITNESS my hand an official seal. \ nn Signature Cil Seal• l MANSPE E Commkdon #11311 h CPS 1 b Cooty, Ca9fomla e A. P. # n -1K -L4 U- 'Z 7 1 MyCommipbn Ems. MAR. 2001 a 12 • �� O� Cet�l�fli�.. 1 NOTARY ACKNOWLEDGMENT On August 28, 2000, before me, BROOKE MANSFIELD, personally appeared, THAIS HARCOURT, personally known to me, or proved to me on the basis of satisfactory evidence to be the person whose name is subscribed to the within instrument, and acknowledged to me that she executed the same in his authorized capacity, and that by her signature on the instrument the person, or the entity upon behalf of which the persons acted, executed the instrument. 00 Seal() ) Notary Public in and for said County and State F(V MAt�1� don 41131152 Mfr CPSI My Commission Expires on March 24, 2001. d* unty, Caefomio , - My Commbdon �. MAR. 24.2001 OPTIONAL INFORMATION Thought data below is not required by law, it may prove valuable to persons e ying on the document an could prevent fraudulent re -attachment of this form. CAPACITY CLAIMED BY SIGNER OF ATTACHMENT [ ] Individual [ ] Corporate Officer e or Type of Document: Name/Title [ ] Partners [ ] Limit d [ ] G eral , [ ] Attorney in Fact [ ] . Trustee(s) [ ] Guardian/Co rvator [ ] Other: SIGNER IS REPRESENTING: Number of pages, including this one: of Document: Simer0i3Other Than Above: MICHAEL MOONEY CIVIL ENGINEER RCE 20647 . Job Number 00-08-93 Job Name HarcouiVBetter Builders Date 8-22 2000 Analysis UBC 1997 Dead Loads Live loads Roof Comp roof 6.0.* 1/2" plywood 1.5 Trusses 4 Insulation . '1 d �, 1/2" Gyp 2.5 15 psf. 16 psf. Wall Stucco 10.0 Plywood 1.5 Framing 1.5 1/2 gyp 2.5 Insulation 1.0 16 psf. a Floor Tile 10 psf 40 psf • Plywood 3 Frame 3 16 psf o Wind Loads P ._ Ce Cq q I where Exposure B ' Ce = 0.62 @ 15 feet Cq = 0.3 in/ 0.9 out windward roof q = 14.5 psf @ 75 mph 0.67 @l20 feet 0.7 out leeward roof ..I= 1 0.72. @ 25 feet 0.8 in windward wall - 0.76 @ 30 feet 0.5 out leeward wall Seismic V=2.5Q,IW/1.4R Ca=0.36,I=1,R=5.5/4.5 Soil Bearing 1500 pounds per square foot Friction = 0.35 If Lateral bearing = 250 psf/ft._ 9-r0FFE �Z36 7 f ?3UYYE CUUN 11 ILDING DEPAi TMt-Ai DDQn� � r e,0� 0 e fT� Page 1 Iq /�E why O m zr m ry �. V b �- ' GI . �2 L 37 f � � • 9 OF Y Q Q _A7cv • h �O RB R6 r Q� •RS 02 RG `... R4 R5 �.. D1— — _ OID HANG K X=HUS 0—LU 26 S=SX TRU L I� H-3 TRULOX B3 (P BTR BLDRS / HARCOUR 14 `c' LDk^)I►JLo 01N�,rz\- ni 31 GIA iV f,IFl• / L � `G u3 i15 / 02 I \ 9„i I r HANGER KEY X-HUS26 0-LUS26 S -5X6 TRULOX 1 H-3XG TRULOX BTf? BLORS / HARCOURT Lo P o I�C�S Lcry s C z, 2►I I3, I`{1 l°I1 t(o LuLAJ0 it. !or f3, is W(� Jo 2 r 20 , 4-, I� ► 5 (I 13, 1`-t, S�tSYvICL . G 3. 1 rs. 5 1. (o , 8. 1 S'. SSI sK f:c- 7: QP . � . ,&11/.CJ U7 ail 173 CD q 10 91 �OwvfKv _ pyo p K'LY U)l xs -► �z,��xai](ZJ s°vim-7r� �. �b ul b� �c'uT LW ZRO— S1S!-SLS N -V -1M7W��. L , 1 on, L - ASK 17/2 -+ 4 n s 4(,77 f2lZo v1 jq,� 2.c1s`IE t�4� (ZK �3, ,a /9 x0'3—/���Zcc4�c�IZ,212 2� uc�a� w siAT. 7 " q�u�� k�-Oe- C--.D �� � opo► ti�`� �-• �3 ��. Z,��C Q � �� ��� � l � l� ��� , (i-7-) W" 2'F bU � - 0 asve(�) iA- 29ME- A-5 t6lve (1) CA L(alloo126, IZ-�L 7- P r P $ 0-xn-v- e j X43 Vibs-- 1.61L JL.2� 6k hqmx Lv5 is a ca"TvNUaD - Cl<D "e(9tojll�� ZtJ2QUl2-,n,CAO 'U /-,A� dQL KI -t [ M -r a�z aw Ac- f34:. LE,MM� �Ve,-d 2- OQtW au LAAJI�-� R �'Y V3, I 47 if kl— � f T2- M, r. - r- QRpFESS . `a 020 m c " MICHAEL MOONEY ,} CIVIL ENGINEER, RCE 20647 5A K1ADRONE AVE ORQV I LL E, CA 95965 v 530-5�3- 2131 DatE: 08 25j)H Paye: TIMBER JOIST & RAFTER DESIGN ------ ---------_ Y------------------- ----------- --- 6K,ej \0 �� a - - - DESI6fi DATA Timber 'Ssction 6X8 DIPth in 7,50 4didth in . 5.50 Le: Unsupp ft 2.00' Fb- Allow psi 875.0.0 Fv- Allow, psi 85.00 Elastic Mod, ,si 1600.00 Loa; Duration FaIt"Dr 1.00 Stress natio -)) ; 0.9E _ _ CENTER SPAN — -OX- Span Length ft 7.00 Uniforn Dl plf 20i•.00 LL plf 400.00 ------ RES US ---__-- Pima:: Cr tr k -in . 44.10 X -Dist ft 3.50 ---- REACTIONS _-- LEft: Dead Load k 700.00 liva Loa' n 1400.00 Rig "t: Oe ad Loan! q 700.00 LM Load 0 1400.0u ----- STRESSES -- ----- -OK- b.. Allow psi 873.0 Fb.. Actual psi 855.3 Fv.: Allow psi 85.00 Fv.. Actual psi .33. 13 -- DEi:LECTIONS CEnter... Dead Loa, in -0.035 X -Dist ft 3.50 DL Ratio 2405 Live Load ire -0.070 A. -Dist f' 3.50 LL Ratio 1203 TGtal. Dafl in : -0.105 X'.Dist ft 3.50 Patio 802 PLAN RE` IEW RESPONSE PORE ;{order to expedite the review of your plans, please complete the follotiring information.and return this f0rm' >zth your .re.submittal. this form is not complete, as to all correction items, we will not be able to accept your re -submittal for renew. There must be a N.. response .to every itern requested in our plan correction letter. "By others" is not considered a valid response. Please i.ndj=e y, response to each item and the location where the information can be found on the planskalcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN RE E'W' LETTER AND RETURN Wil REVISED AND ORIGINAL PLANS. OWNERS NAME DATE � 6uyz t�cSl 2`� I c5t� ASSESSORS PARCEL NUMBER PERMIT NUMBER RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK rTEM #. RESPONSE BY::' LOCATION ON PLANS/CALCS: COMMENTS:' Y� VV- L-rTTEYYI PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANSlCALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: U1(LCE 1nj m2� ux rr a PLAN!CHECK ITEM # RESPONSE BY: _ LOCATION ON PLANSlCALCS: NTS: w �VC€k) 2Q" f F v , �v��� -z 1`�cs� K �o S.�-r�. Z (�`1 ► U`�� ��s >7 13���f. ��� aK MC w 020647. CIVIC F OF cave°° - .. T'� Y i•^"'!•--• •- mom. .y.� •. _ -• Y . ^r. .. • _. .� . `,. , -. • • _.. 1} •.�. .. , � .. ,+ ti, .. , �'t.• -�✓-� �4"+"--,y -2"• <:... _ .- ... �a�•,�a't„?#9r•'S'4-'•�.w :G•a• ,: �`.:P+cr+., r .. : x'- .�.. r 00 --- BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) Districty �u T_ School j ._) Building Department No. A.P. Number O� Q ` -1 ` b�j Jurisdiction: City County Property Owner ' Property Location/Address 7a s (a 6/7 G Subdivision Lot No. 1 Residential Development No of iving Mobile Home Units Installation -, Commercial/Industrial, -',New Addition r..o Building .................................................................................................................. Sq. Footage -.71300 Addition/ 'Supplemental to (Group R) Conversion Permit # '(No foundation inspection): Sq. Footage • (Including Exterior Roofed Areas)' s, moo v Date (Floor Plans reviewed by School District strict Identification No. 010053 01 -kAF✓ 1dhool District certifies that (Street Address) / (City) has complied with the requirements of Resolution No. represe ting 19-0 square feet. i .",School District Representative' # / (• Remarks: (Applicant) 599 ` AS7 (Phone Number) - (State) /�l/ te) ,,ll (Zip Code) /05-- 7 by payment of $ 0� J�A�B2526 si FULL MITI ATION $ Y Date v `Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools. Impact, Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant); Yellow (building department), Pink (school district) feeformAs (10/98)dmm MEMORANDUM DEPARTMENT OF DEVELOPMENT SERVICES PLANNING DIVISION To: Michael Vierira, Manager Building Inspection From: Randy Wilson, Principal Plan*) Subject: Thais Harcourt, Building Permit No. 002367 on APN 028-440-032, Temporary Trailers Use While Construction of Permanent Residential Structures. Date: December 7, 2000 The memo is in regard to allowing two (2) Temporary Trailers on APN 028-440-032 while homes are being constructed. A building permit has been issued on APN 028-440-032 for a single family residence and a letter has been submitted indicating that a building permit application will be submitted on APN 028- 440-046 within the next 2 to 3 months. At such time as the building permit is issued for APN 028-440-046 one of the trailers will be moved from APN 028-440-032 to APN 028-440-046, as indicated by John J. Starr of Better Builders Construction, Inc. Until that time the two travel trailers may remain on APN 028- 440-032. 'Name HADDEN THOMAS H & CLAUDIA HARCOUR �� Asmt # � � u� � � II Fee # 028-440-032-000 Status ACTIVE Status Date 01/10/1996 Addr1 P 0 BOX 594 } I Tax 000 NORMAL OWNERSHIP TRA 052.006 .Addr2 BANGOR CA 95914 _ _ Situs 17245 ORO BANGOR'HWY ;BAN Addr3j Base Dt Addr4 Land" _ J AgPres Structure 2,597 Comments WAS 028.200.119 BLM BY DEED 96.01118 ,j Etal Fixtures 0 J Notes Creating D oc#j 1996801118 Date 01/10/1996 - - Growing _ O J Bonds Total L&I 4.4,412 Current Doc# 11997823719 Date 07/01/1997 J Multi Situs Fix. RP 0 Killing Doc# Date J Flagl MH PP_ 0, Asmt Desc 7245ORO_VILLE BANGOR SupEnt 1 J Flag2 PP 0 Zoning well 0 [JAsmt PP Pen Exempt__ 0, Acres 6.46' NIC 028 Net J Tax PP Pen RIC# J Appeal Pending TIR Dt J Split Pending_J R'!C Stat OWN . 1 "' EXP , TAX ATT HON 11 SIT APR PCL Find 2000 sa, 08/08/2000 6:17:48 PM \X\ 028-440-032 i 1 I 1 1 028-440-032 00-2367 HARCOURTT 115 �oyJ� X00" 7'rct� , ORO LE CONTR: BETTER BUILDERS NEW SINGLE FAM 3BDRM 028-440-032 PERMIT #97-131AG HARCOURT, Claudia Oroville Ag Ex Permit -Hay & Horse Shelter �; 6r � 'W�i'Yrifa y 'SF •K€y���A�.,,,� ' r Via. .? , ai 4 t - + I { � 1 ��6 3kaZ�$r��lt'�v7}.,<�Yr1t` °}A)"� •rzz+!'i tea,: t'. iv r. I 11 a +jt8tt, 1 •,. •i ' .,'. R a Ct'r�:`ypr tt�-�' t,�v�t)Ir 1.e I 9 r � + t r.:. + f !' � • .-I•`:'y,•Y.' - �'^.}�,,`c_•�F'i• a"'r;� �•1' ;0.i', Ir�.,.�i'GZ•�Y,.3 i 'Jd}2 t,.SS Aat'J,'�Y�t..�.�Y�y�;DR« 1!„rti ti fA� I_..'1 , t t • r '*3:, •. .Y � ,rt�'•x_ � % �n Aa�-i'io. 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