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HomeMy WebLinkAbout028-210-053PERMIT RENEWAL4YTL+�mY 028-210-053 04-1166 Aa v7d DATE. &SURVEYORS WAY, BANGOR Bp# �by. /%Ei(i CONT: OWNER EXPIRES:.'. _ NSF & GARAGE PERMIT RENEWAL DATE: % -) 028-210-053 04-2242 y 4-j- 8ne -D. 8/a BP# O yzyZ _ SURVEYORs Wv.d BANGOR EXPIRES: ?_ Jg—p 6 Cont: WF SQUYRES FIRE SPRINKLERS 653 Address: 145 Surveyors Way, Bangor ' APN: 028-210-053 + Dated: December 1, 2011, . A fee estimate was already completed for this parcel to complete the work according to the approved plans. The approximate costs to do this work would be $1,600.80. If your intent is to change the layout from what has been approved plans and there is no increase in square footage the minimum $127.00 for 1 hour of plan check time + $127.00 for each additional hour required to'complete the plan review. If you intend to increase the square footage of the structure a separate permit would be required and would be based on the use and size of the addition. Address: 145 Surveyors Way, Bangor APN: 028-210-053 Dated: December 1, 2011 A fee estimate was already completed for this parcel to complete the work according to the approved plans. The approximate costs to do this work would be $1,600.80. If your intent is to change the layout from what has been approved plans and there is no increase in square footage the minimum $127.00 for 1 hour of plan check time + $127.00 for each additional hour required to complete the plan review. If you intend to increase the square footage of the structure a separate permit would be required and would be based on the use and size of the addition. Address: 145 Surveyors Way, Bangor APN: 028-210-053 Dated: December 1, 2011 A fee estimate was already completed for this parcel to complete the work according to the approved plans. The approximate costs to do this work would be $1,600.80. If your intent is to change the layout from what has been approved plans and there is no increase in square•footage the minimum $127.00 for 1 hour of plan check time + $127.00 for each additional hour required to complete the plan review. If you intend to increase the square footage of the structure a separate permit would be required and would be based on the use and size of the addition. i S Address: 145 Surveyors Way, Bangor APN: 028-210-053 Dated: December 1, 2011 A fee estimate was already completed for this parcel to complete the work according to the approved plans. The approximate costs to do this work would be $1,600.80. If your intent is to change the layout from what has been approved plans and there is no increase in square footage the minimum $127.00 for 1 hour of plan check time + $127.00 for each additional hour required to complete the plan review. If you intend to increase the square footage of the structure a separate permit would be required and would be based on the use and size of the addition. w Address: 145 Surveyors Way, Bangor APN: 028-210-053 Dated: December 1, 2011 r I A fee estimate was already completed for this parcel to complete the work according to the approved plans. The approximate costs to do this work would be $1,600.80. If your intent is to change the layout from what has been approved plans and there is no increase in square footage the minimum $127.00 for 1 hour of plan check time + $127.00 for each additional hour required to complete the plan review. If you intend to increase the square footage of the structure a separate permit would be required and would be based on the use and size of the addition. c Address: 145 Surveyors Way, Bangor APN: 028-210-053 Dated: December 1, 2011 r I A fee estimate was already completed for this parcel to complete the work according to the approved plans. The approximate costs to do this work would be $1,600.80. If your intent is to change the layout from what has been approved plans and there is no increase in square footage the minimum $127.00 for 1 hour of plan check time + $127.00 for each additional hour required to complete the plan review. If you intend to increase the square footage of the structure a separate permit would be required and would be based on the use and size of the addition. Address: 145 Surveyors Way, Bangor APN: 028-210-053 Dated: December 1, 2011 A fee estimate was already completed for this parcel to complete the work according to the approved plans. The approximate costs to do this work would be $1,600.80. If your intent is to change the layout from what has been approved plans and there is no increase in square footage the minimum $127.00 for 1 hour of plan check time + $127.00 for each additional hour required to complete the plan review. If you intend to increase the square footage of the structure a separate permit would be required and would be based on the use and size of the addition. NOTES RESIDENTIAL —/Ns9F PERMIT NO. 028 210-053 04-2242 WALLACE, NANCY �g5 SURVEYORS WY, BANGOR Cont: WF SQUYRES FIRE SPRINKLERS 11 SPECIAL CONDITIONS 11 SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) Signature CHECKED BY J=OK 0 = Not OK . = NotReadyable MISCELLANEOUS MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #•s 2. 1. Zoning Requirements -Setbacks -Easements Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 2. Soils; Special MH Support Sketch 5. 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Elec.; Receptacles and Lighting, Distance-GFI 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /" L "ft./ P LPG Elec.; Pool Lighting; 15 Volts-GFI 7. Well Clearance & Disconnect Elec.; Enclosures; Conduit Entries -Terminals -Listed 8. Utility Clearance 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. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 12. 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 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 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater ' 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Ho!dDowns and Special Anchors 19. ab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 10. 11. 12. Fall -Fitting -Test -2 Way C/0 -Sewer Test UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test Water Pipe; Test -Anchors -Regulator -Service Test Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date FRAMING (Continued) Card B-1 Date Card B-1 Date Hangers -Post Caps -Anchors -Connectors 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 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers Date Siding -Nailing Veneer ' . Card B-1 Date Card B-1 Date Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. Date 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Date 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 64. Ext. Steps -Door & Sidelight Protection -Landings 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral O Yes U No Smoke Detector 32. Service -Riser Conductors & Ground Main Disconnect Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector 70. Stairs & Rails Date 71. Card B-1 Date Card B-1 Date 72. Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 36. A.C. Ducts Insulation & Support Elec. Outlets & Receptacles at Kit. Counter 37. Vent Fan, Exhaust above insulation Garage Fire Door; Swing -Landing -Closure 38. Condensate Drain & Overflow, Size & Grade A.C. Duct in Garage -Damper 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 81. 41. Sills Proper Materials & Anchors 82. 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 83. 44. Draft Stop in Walls (rat proof) 84. 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 85. 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer ' . 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes _ 83. Following Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters O Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/0 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: BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.net\dds PERMIT NO. BP042242 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 08/31/2004 APN: 028-210-053-000 the Business and Professions Code, and my license is in full force and effect. License Class: License Number: 6 Site Address: 145 SURVEYORS WAY BAN Date: "YZ1 Contractor: W 17-2 C N Map Index: Description: FIRE SPRINKLERS BP#04-1166 p OWNER -BUILDER DECLARATION I hereby affirm under penally 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 Owner: WALLACE NANCY to its issuance, also requires the applicant for such permit to file a 1306 CARNATION CT signed statement that he or she is licensed pursuant to the provisions of ROSEVILLE, CA 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 95661-5406 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 Applicant: WALLACE NANCY Code: The Contractors' State License Law does not apply to an PP owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that'he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, Contractor: SQUYRES JR, WILLIAM and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). P O BOX 3176 ❑ I am Exempt under Article 3 of the Business and Professions Code CHICO, CA 95927 Date: Owner: License #: 275206 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 Architect: is issued. ❑ 1 have and will maintain workers' compensation insurance, as Engineer: required by Section 3700 the Labor Code, for the performance of ' the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier. Total Square Ft: 0 S. F. Policy a: Valuation: $0.00 1 certify that in the performance of the work for which this permit is Census Code: issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith corn ly with those provisions. — v Date: Applicant: WARNING: Failure to secure workers' comp�sation coverage is unlawful, and shall subject an employer to criminI 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 A'9Z70 17 109, q 8 7l16/,D+ code, interest, and attorney's fees. - -- CONSTRUCTION LENDING AGENCY -This ^,_.rrnif i- hereby issued' under the applicable provisions of theButteCounty Code and/or,_.__, I hereby affirm that there is a construction lending agency for the Resolutions o do work indicated above for which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) �— 8.81 • �4 Name: By: Date: B• 3I. O� Address: PERMI PIRES ON: Date ❑ I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health 8 Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly,authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substa ce of any official form doc ment of Butte County. I hereby authorize repr entatives of�utte Co u enter upon the above mentioned property for inspection pur , es. i y n i Print Name: G i Signature: Date: 0Owner Contractor LIAgent for Owner LIAgent 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 PERMIT NO. BP042242 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. , LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under Issued Date: 08/31/2004 APN: 028-210-053-000 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. Site Address: 145 SURVEYORS WAY BAN License Class : License Number: Map Index: Date: Contractor: Description: FIRE SPRINKLERS BP#04-1166 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 Owner: BARNETT, DAVID permit to construct, alter, improve, demolish, or repair any structure, prior PO 60X123 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 MACDOEL, CA the Contractor's State License Law (Chapter 9 commencing with Section 96058 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 530-262-2329 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 Applicant: BARNETT, DAVID Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). KI, 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: SQUYRES JR, WILLIAM 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.). P O BOX 3176 CA 95927 ElI am Exempt under Article 3 of the Bus' ess ProfessionCHICO, Code Date: Owner: License #: 275206 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the 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: Total Square Ft: 0 S. F. Valuation: $0.00 Policy #: I certify that in the performance of the work for which this permit is Census Code: issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: 1. �f ! Applicant: ZP ILI WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of .compensation,_damages.as.provided,(or:in,.Section 3706 of_,the_ L_ab_or -� _ code, interest, and attorney's fees. x CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Res u 'ons to do work indi f ted ab ve for which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) r' Name: By.. I _ Date: 1 PERMIT EXPIRES ON: Address: Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives oil Butte Countyto enter upon the above mentioned property for inspection purposes Print Name: �F Signature: L Date: 'Owner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01-16-04 pg 1 Butte County Department of Deveftment-Services —°*rf� " NOTES 7 County Center Drive, Oroville, CA 95965 (530) 538-7601 —..bq. ecaunty.petj4j' °u"�• �) Q� RESIDcENTIAL APN: V Z (! ^ o D-5 Permit No. Owner. D a/il7 1,5ez ✓%2�j Site Address: lqs' 5Lt Vey 5&)y. 126wrs47 or Contractor. Type of Permit PERMIT RENEWAL DATE: "7-17 -e6 BP# OX-Z7—VZ ` EXPIRES: -7 —1$"-o (0 SPECIAL SRA FLOOD CERTIFICATE EQUIRED FIRE SPRINKLERS REQUIRED SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUBSTANDARD HOUSING LETTER ENCROACHMENT PERMIT REINSPECTION FEE PAID ENV HLTH CLEARANCE DATE JOB FINALED: SIGNATURE: CHECKED BY +=OK n = ul,e nu MANUFACTURED HOMES MISCELLANEOUS - DATE 1 Li PERMANENT FOUNDATION Lj SOFT -SET 1 Zoning -Setbacks -Easements 2 Soils; Special MH Support Sketch 3 Sewer; Loctn-Test; FaIIICIO-Concrete 4 Wtr; Loctn-Test-Easeinent Needed -Regulator 5 Elec Loctn-DImcs-Gmd 'Amp -Concrete 6 Yard Gas; Loctn-Test Wrap Nat ❑ or LP❑ Inch Sz Ft Lngth 7 Blckng; SzSpacing-Marrtage Line 8 Gas; MH Test-Demand-Valve-Cnnctr 9 Elec MH Cntnty Test-Crossovers-Breakers-Clmcs 10 Drain; MH Test -Fall -Flex Cnnctr 11 Wtr & Sewer Connected -CIO to Grade 12 Gas and Electilcity Tagged 13 Tie Downs ❑ Foundation ❑ 14 Exits 15 Cert of Occupancy 16 HUD Label/Insignia Numbers Serial Numbers k' ---DATE D E C K S'C O V E R S'C A R P O R T S'G A R A G E S 1 ZoningSetbacks-Easements 2 Ftgs; SoilsSz-0pthSpacing-CnnctmSteel 3 Decks, Girders/Joists-Dcking-Brcing Stairs-Guard/Handrails 4 Wood Awn; Posts-Seams4btrs-CnnctrsShthg. Frmg-Brcng 5 Alum Awn; Columns-CnnctnsSplice-Decal-Enclsrs 6 Carports; Wndws-Doors 7 Electric 8 Frmg; Sills-AnchrsStuds4Utrs Trusses 9 Siding; Nailing -Veneer -Stucco -Lath 10 Roof; Shthg-Roofing 11 Ext; Steps -Doors -Landings 12 Braced Wali pnls 41 DATE IPOOLS 1 Setbacks -Easements 2 Soils; •CompactionStructure Stability 3 Pool Structure; Steel-Cnnctns-Thickness Dead Men-Uning 4 Elec Rcptcls/Ung; Distance-GR 5 Elec Pool Lting;15 volts-GFI 6 EIec.Encisrs; Conduit Entries Terminals -Listed 7'Elec Banding; Metal w/5'-Crcltng Egp-Htr 8 Elec Gmdng; Eqp w/5' Crci ng Eqp-Pool Ightg Boxes-Enclsrs-pnlboardsansultn to Main Conduit 9 Health Dept Apprvl 10 Plmb; Cir Test-Wtr Supply Test 11 Lt Niche , 12 Endsr, Fencing -Alarms 13 Bonding, Diving board or Slide Pool Drawing 0 = Nat OK RESIDENTIAL (Single & Duplex) DATE JUNDERFLOOR I DATE IPLUMBING 1 ZoningSetbacks-Easements-FloodSlope 2 Ftg Main; Soils-Elec Grnd Ftg Dpth 3 Ftg Garage; Soils-Steel-Elec Grnd Ftg Dpth 4 Ftg Porches/Decks; Soils -Steel Fig Dpth 5 Stemwalls Wain; Steel-Blockouts Wrapped 6 Stemwalis Garage; Steel-Blockouts Wrapped 6a Hold Downs and Special Anchrs 7 Slab, Steel Wrapped 8 Piers-Frplc Ftg-Steel 9 DWV; Fall -Fitting Test -2 -way CIO -Sewer Test 10 UF, Gas Pipe; Sz Anchrs-Sz Test 11 Wtr Pipe; Test-Anchrs-RgltrService Test 12. Elec Undrgrnd 13 Plenums & Ducts; Clrnc-MaterialSupport4nsultn 14 GirdersSills-Anchr Bolts-Joists-Vnts-Cripples 15 Ace & Vntitn 16 Insulation dd DATE FRAMING 17 Sills Proper Materials & Anchrs 18 1i11alls Studs -Nailing Spacing & Braces -Plates -Sound 19 Bearing Walls over Girders &fir Nailing 20 Draft Stop in Walls (rat proof)' 21 Fire Stops; Furred CeilingsStairs-Chasers Tubs 22 Headers & Beamssi &'Bearing 23 Hangers-P.osf'Caps-Anchrs7Cnnctns 24 Ceiling Joist-Rftr Ties-Purlin-Roof Brac-TrussShthg 25 Frplc Tles or Type A Flue=Frpic Throat Clmc 26 Attic Act; Sz & Rmx Piton-f]rafi Stop -Ins Baffles 27 Bdrm Wndws or Exiting Doors -Sill Ht & Dimensions 28 Garage Fire Prtetri Framing -RC Channel 29 Prprty Line Firewall & Opngs ' 30 Ext Doors -One 3' -Check Garage 3rd Story, 2 Exits 31 Stairs; Width-Hdrm-Rise-Run-Landing-Fire Prtctn 32 Plywd on Roof Ovrhng Attic Vnts-Rftr Outrgrs 33 Siding -Nailing Veneer 34 Stucco Lath -Weep Screed-Fndtn Vnts-Undrflr Ace 35 Glazing Area -Glass PrtctnSkyLts-Plastic . 36 Shear Walls; Nailing -Bolts 37 Brace Int/Ext Wall pnls 38 tnsultn-Walls-Ceilings 39 Infiltration -Walls -W ndws DATE JELECTRICAL 40 Fxtr & Trnsfrmr Cirnc4ns Prtctn 41 Elec Rcptcls Spacing-Lts & Switches at Doors 42 Sz Boxes & No Of Cndctrs Stapled 43 Romex Installed Close to Edge of Studs & CJ 44 Eqp Grnd made up w/Mech Fstnrs 45 Gmdng Electrode Bond Gas & Wtr 46 2 Appinc Cires in Ktchn & Cndctr Sz GFI 47 Subfeed Wire Sz , [:ICU or ❑ AL AC Wire Sz ya ❑ CU or ❑AL 48 Range Circ w 0 CU or ❑ AL Oven Circ 0 CU or DAL Insulated Neutral LJ Yes F-1 No 49 Service -Riser Cndctrs & Grnd Main Dscnnct 50 Eqp Clrncs pnis-Motors-Mech Eqp 51 Clothes Closet Lt-Shwr Lt -Spa Lt 52 Smoke Detector o' 0 d o 53 Wtr Htr; Vent-Acc-Cmbstn Air Baffle 54 Wtr Pipe; Test & Anchr-Nail Prtctn 55 DWV; Test Fittings & Anchr Nail Prtctn 56 Shwr Pan; Test, First fir -Tub Ace 57 Test Tub & Shwr, 2nd fir - Tub Ace 58 Gas Pipe; Sz & Anchrs ' 59 Fire Sprinkler; Test 60 Yard Gas.Piping UAII: IMECHANICAL 61 AC Ducts Insults & Support " 62 Vent Fan, Exhaust abv Insultn 63 Condensate Drain & Ovrflw, Sz & Grade 64 Furnace -Vent Acc-Comb Air Rtrn/Vent 115 Outlet 65 Attic Ace & Pltfrm if Furnace In attic FINAL 66 Ext Steps -Door & SldeLt Prtctn-Landings 67 Smoke Detector 68 Furnace Vnts-Clmc-Comb, Air-Gnnctr In Garage; abv-flr-Ducts-Meth Prtctn 69 Bedroom Exiting GFI Fl & Bath Fxtrs & Tub AccSpa 71 GFI Arc Fault 72 Elec Trim & Subpni, Breaker Szs & Labels 73 Stairs, GuardlHandraiis 74 Frplc or Stove, Cimc-Hearth 75 Elec Outlets at Wood Pnl, Int & Ext 76 Ktchn, Fxtr & Appinc; Gmd-Air-Gap-Cooking Clmc 77 Elec Outlets & Rcptcls at Ktchn Counter 78 Garage Fire Door; Swing -Landing -Closure 79 AC Duct In Garage -Damper. 80 Wtr Htr, Vnts-Clmc-Com Air Cnnctr-PRV; abv fir Mech Prtctn; LPG Appince Undr House 3" drain 81 Plmb; Elec & Mech Eqp Listed for Loctn 82 Elec Rcptcls in Garage (GFl) Romex Prtctn 83 Insultn-Foam-Looked in Attic 84 Guard Rails & Deck Cnstrctn-Post Caps 85 Fndn Vnts & Crawl Hole Door Drnge & Wood -Earth 86 Clmc Drnge Planters Q Yes ❑ No 87 Stucco Brown -Finish 88 AC Unit Dscnnct, Elec-Pimb 89 Vnts abv Roof, Pimb-Appinc-Frplc-Clmc to Opngs 90 Wtr Well, Dscnnct, Elec, Pimb 91 Ext Elec Trim, GFI Rcptcl-Undrgrnd 92 Vntltn thru House 93 Glass Prtctn 94 Corrections from previous Irispctns 95 Gas Test -Meters Tagged, Gas-Elec 96 Wtr & Sewer Cnnctd-C/O to grade -HD Apprvl 97 Energy Cmpinc Cert -Other Certs 98 Address Posted .99 Fire Sprinkler BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP042242 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under Issued Date: 08/31/2004 APN: 028-210-053-000 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 Site Address: 145 SURVEYORS WAY BAN License Class : License Number: Map Index: Date: Contractor: 1 Description: FIRE SPRINKLERS BP#04-1166 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 Owner: BARNETT, DAVID permit to construct, alter, improve, demolish, or repair any structure, prior PO 60X123 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 MACDOEL, CA the Contractor's State License Law (Chapter 9 commencing with Section 96058 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 530-262-2329 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).): O 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: BARNETT, DAVID Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does Contractor: SQUYRES JR, WILLIAM 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.). P 0 BOX 3176 CHICO, CA 95.927 ❑ I am Exempt under Article 3 of the Bus7iess and Professionp Code Date: — Owner: License #: 275206 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the 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 Total Square Ft: 0 S. F. Policy #: Valuation: $0.00 Census Code: 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, c. 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. Z 7.7-- Date: 1. �(� (�Jlj 7 1 z . Ori Applicant: C E. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the ResV.6 ons to do work indict ted ab ve for which fees have been paid.performance of the work for which this permit is issued (Sec 3097 Civ.) 17_Name: By:^ ! j r\ Date: / 1 Q PERMIT EXPIRES ON: �- 1 (—Qr7 Address: Date ❑ I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of 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 forinspection purposes 12 Print Name: ./J 4� Signature: r, Date:_�/Y-- Owner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01-16-04 pg 1 Butte County Department of.DeveloFmentServices UTTf• NOTES 7 County Center Drive, Oroville, CA 95965 (530) 538-7601 www byttecounly.n@ydQs •cOp"• r, ��%f �/R/jESIDENTIAL (� APN: �7/�-6S3 Permit No. • Canner. JkAr d 6 a4,y t- Site Address: J �i Vy �jl/Vl Contractor. Type of Permit: IV 5 P&A -2f D Ee& o y-zz�Z , PERMIT RENEWAL BP# J. O 11k'(o a I; +=OK• 0 = Not OK 1 Setbacks -Easements 2 Soils; •CompactionStructure Stability) 3 Pool Structure; Steel-Cnnctns-Thickness Dead Men-Uning 4 Elec Rcptcis/Lting; Distance-GR 5 Elec Pool Lting; l5 volts-GFI 6 Elec.Enclsrs;Conduit Entries -Terminals -Listed 7 Elec Bonding; Metal w/5'-CrGtng Egp-Htr 8 Elec Gmdng; Eqp w/5' Crcltng Eqp-Pool Ightg Boxes-Encisrs-polboardsansultn to Main Conduit 9 Health Dept App* &I , 10 'Pimb; Cir Test Wtr Supply Test 11 Lt Niche , 12 Enclsr, Fencing -Alarms 13 Bonding, Diving board or Slide 90 Pool Drawing I MANUFACTURED HOMES MISCELLANEOUS DATE I Lj PERMANENT FOUNDATION Lj SOFT -SET '—.--DATE D E C K S -C O V E R S'C A R P O R T S'G A R A G E S 1 ZoningSetbacks-Easements 1 ZoningSetbacks-Easements 2 Soils; Special MH Support Sketch 2 Figs; SoilsSt=DpthSpacing-CnnctrsSteei 3 Sewer; Loctn-Test; Fall/C/O-Concrete 3 Decks, Girders/Joists-0cking-Brcing 4 Wtr; Loctn-Test-Easement Needed -Regulator Stairs-Guard/Handrails 5 Elec Loctn-DImcs-Grnd 'Am -Concrete 4 Wood Awn; Posts-Beams-RRrs-CnnctrsShthg. 6 Yard Gas; Loctn-Test Wrap . Nat or LP❑ Frmg-Brcng Inch Sz Ft Lngth • 5 Alum Awn; Columns-CnnctnsSplice-Decal-Encisrs 7 Bickng; SzSpacing-Marriage Une 6 Carports; Wndws-Doors 8 Gas; MH Test-Demand-Vatve-Dnnctr 7 Electric 9 Elec MH Cntnty Test-Crossovers-Breakers-Clmcs 8 Frmg; Sills-AnchrsStuds-RRrs Trusses 10 Drain; MH Test -Fall -Flex Cnnctr 9 Siding; Nailing VengerStucco-Lath 11 Wtr & Sewer Connected-CiO to Grade 10 Roof; Shthg-Rooting 12 Gas and Electricity Tagged 11 E*, Steps -Doors -Landings 13 Tie Downs ❑ Foundation ❑ { 12 Braced Wall pnts 14 Exits 15 Cert of Occupancy 411 �+ 16 HUD Label/Insignia Numbers Serial Numbers 1 Setbacks -Easements 2 Soils; •CompactionStructure Stability) 3 Pool Structure; Steel-Cnnctns-Thickness Dead Men-Uning 4 Elec Rcptcis/Lting; Distance-GR 5 Elec Pool Lting; l5 volts-GFI 6 Elec.Enclsrs;Conduit Entries -Terminals -Listed 7 Elec Bonding; Metal w/5'-CrGtng Egp-Htr 8 Elec Gmdng; Eqp w/5' Crcltng Eqp-Pool Ightg Boxes-Encisrs-polboardsansultn to Main Conduit 9 Health Dept App* &I , 10 'Pimb; Cir Test Wtr Supply Test 11 Lt Niche , 12 Enclsr, Fencing -Alarms 13 Bonding, Diving board or Slide 90 Pool Drawing I 0 = Nat OK RESIDENTIAL (Single & Duplex) DATE JUNDERFLOOR I DATE PLUMBING 1 Zoning -Setbacks -Easements -Flood -Slope 2 Ftg Main; Soils-Elec Grnd Ftg Dpth 3 Ftg Garage; SoilsSteel-Elec Grnd Ftg Dpth 4 Ftg Parches/Decks; Soils -Steel Ftg Dpth ' 5 Stemwalls Main; Steel-Blockouts Wrapped 6 Stemwalls Garage; Steel-Blockouts Wrapped 6a Hold Downs and Special Anchrs 7 Slab, Steel Wrapped 8 Piers-Frplc Ftg-Steel 9 DWV; Fall -Fitting Test -2 -way CIO -Sewer Test 10 UF, Gas Pipe; Sz Anchrs-Sz Test 11 Wtr Pipe; Test-Anchrs-RgIUService Test 12. Elec Undrgrnd 13 Plenums & Ducts; Cirnc-MaterialSupportdnsultn 14 GirdersSills-Anchr Bolts-Joists-Vnts-Cripples 15 Ace & Vntltn 16 Insulation P- 4.4 -rya or 4& DATE FRAMING 17 Sills Proper Materials& Anchrs 18 Walls Studs -Nailing Spacing & Braces -Plates -Sound 19 Bearing Walls over Girders 8 flr Nailing 20 Draft Stop in Walls (rat proof) 21 Fire Stops, -Furred CeilingsStairs-Chasers-Tubs 22 Headers A Beams-b&-Bear1ng- 23 Hangers -Post Caps-Anchrs-Cnnctns 24 Ceiling Joist-Rftr Ties-Puriin-Roof Brac TrussShthg 25 Frplc Ties or Type A Flue=Froic Throat Clmc 26 Attic AE4 Sz &'Binz Pitc#n-Draft Stop -Ins Baffles 27 Bdrm Wndws or Ezitinj l)oorsSill Ht & Dimensions 28 Garage Fire Prtctri Framing -RC Channel 29 Prprty Line Firewall & Opngs ' 30 Ext Doors -One 3' -Check Gauge 3rd Story, 2 Exits 31 Stairs; Width-Hdrm-Rise-Run4-anding-Fire Prtctn 32 Plywd on Roof Ovrhng-Attic Vnts-Rftr Outrgrs 33 Siding -Nailing Veneer 34 Stucco Lath -Weep Screed-Fndtn Vnts-Undrnr Ace 35 Glazing Area -Class PrtctnSkyLts-Plastic . 36 Shear Walls; Nailing -Bolts 37 Brace Int/Ext Wall pnls 38 tnsuitn-Walls-Ceilings 39 Infiltration -Walls -W ndws 4 DATE JELECTRICAL 40 Fxtr & Trnsfrmr Clrnc-Ins Prtctn 41 Elec Rcptcls Spacing-Lts & Switches at Doors 42 Sz Boxes & No Of Cndctrs Stapled 43 Romex Installed Close to Edge of Studs & CJ 44 Eqp Grnd made up w/Meth Fstnrs 45 Grndng Electrode Bond Gas & Wtr 46 2 Appinc Cires in Ktchn & Cndctr Sz GFI 47 Subfeed Wire Sz [::ICU or DAL AC Wire Sz . QCU or D AL 48 Range Circ ya D CU or D AL Oven Circ " D CU or D AL Insulated Neutral El Yes [_1 No 49 Service -Riser Cndctrs & Gmd Main Dscnnct 50 Eqp Clrncs pnls-Motors-Meth Eqp 51 Clothes Closet Lt-Shwr Lt -Spa Lt 52 Smoke Detector 53 Wtr Htr; Vent Acc-Cmbstn Air Baffle 54 Wtr Pipe; Test & Anchr-Nail Prtctn 55 DWV; Test Fittings & Anchr. Nail Prtctn 56 Shwr Pan; Test, First fir -Tub Ace 57 Test Tuti & Shwr, 2nd fir - Tub Ace 58 Gas Pipe; Sz & Anchrs 59 Fire Sprinkler; Test 60 Yard Gas.Piping uAtt: IMECHARICAL 61 AC Ducts Insuitn & Support " 62 Vent Fan, Exhaust abv Insultn 63 Condensate Drain & Ovrflw, Sz & Grade 64 Furnace -Vent Acc-Comb Air Rtrn/Vent 115 Outlet 65 Attic Ace & Pitfrm if Furnace in attic 66 Ext Steps -Door & SideLt Prtctn-Landings 67 Smoke Detector 68 Furnace Vnts-Ctmc-Comb, Air-Cnnctr In Garage; abv-flr-Ducts-Meth Prtctn 69 Bedroom Exiting 70 GFI A Bath Fxtrs & Tub AccSpa 71 GFI Arc Fault 72 Elec Trim & Subpnl, Breaker Szs & Labels 73 Stairs, Guard/Handratis 74 Frpic or Stove, CImc-Hearth 75 Elec Outlets at Wood Pnl, Int & Ext 76 Ktchn, Fxtr & Appinc; Gmd-AirGap-Cooking Clmc 77 Elec Outlets & Rcptcls at Ktchn Counter 78 Garage Fire Door, Swing -Landing -Closure 79 AC Duct In Garage -Damper. 80 Wtr Htr, Vnts-Clmc-Com Air Cnnctr-PRV; abv flr Mech Prtctn; LPG Appince Undr House 3" drain 81 Plmb; Elec & Mech Eqp Listed for Loctn 82 Elec Rcptcls in Garage (GFI) Romex Prtctn 83 Insults -Foam -Looked in Attic 84 Guard Rails & Deck Cnstrctn-Post Caps 85 Fndn Vnts & Crawl Hole Door Drnge & Wood -Earth 86 Clmc Dmge Planters D Yes D No 87 Stucco Brown -Finish 88 AC Unit Dscnnct, Elec-Plmb 89 Vnts abv Roof, PImb-Appinc-Frplc-Clmc to Opngs 90 Wtr Well, Dscnnct, Elec, Pimb 91 Ext Elec Trim, GFI Rcptcl-Undrgrnd 92 Vntitn thru House 93 Glass Prtctn 94 Corrections from previous Inspctns 95 Gas Test -Meters Tagged, Gas-Elec 96 Wtr & Sewer Cnnctd-C/O to grade -HD Apprvl 97 Energy Cmpinc Cert -Other Certs 98 Address Posted .99 Fire Sprinkler BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING.PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP041166 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION I I hereby affirm under penalty of perjury that I am licensed under Issued Date: 08/30/2004 APN: 028-210-053-000 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. Site Address: 145 SURVEYORS WAY BAN License Class : License Number: Map Index: Date: Contractor: Description: NSF(4318)GAR(1090)COV(528) 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 Owner: BARNETT, DAVID permit to construct, alter, improve, demolish, or repair any structure, prior PO BOX 123 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 MACDOEL, CA the Contractor's State License Law (Chapter 9 commencing with Section 96058 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 530-262-2329 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).): 41 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: WALLACE, NANCY Code: The Contractors' State License Law does not apply to an 5813 PACIFIC HEIGHTS ROAD owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, OROVILLE, CA provided that such improvements are not intended or offered for 95965 sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ❑ 1, 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 the Business and Prof sions Code ,n f Date Owner:,�`� t4 44 License #: 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 Architect: is issued. Engineer: NUGENT, WILLIAM BERNARD ❑ 1 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: Total Square Ft: 5936 S.F. Policy #: Valuation: $315,278.00 I certify that in the performance of the work for which this permit is Census Code: issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, a r�(� (� •:� (i and agree that if I should become subject to the workers' i V compensation provisions of Section 3700 of the Labor Code, I shall ( .i Li forthwith comply with those provisions. 1 ?( t. r+ AC Date: , AL Applicant: WARNING: Failure to secure workers' compensation coverage Is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Res9luliorit to do work indicate above f r which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) )wl�\ Name: By: . Date: L - � �` 1 Address: PERMIT EXPIRES ON: 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 repres lives of Butte County to enter upon the above mentioned property for inspection purpo 1 /1 �po!u Print Name: _/ 4l Signature: ^ .�P7—� Date: 7 '� f L — /6� lkol!ner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01-16.04 pg 1 NOTES t rv� r s RESIDENTIAL PERMIT NO. _! 0 8-210-053 _ _ _04-1166 WALLACE, NANCY SURVEYORS'WAY, BANGOR CONT: OWNER NSF &GARAGE c - NO SPECIAL CONDITIONS CHECKED IBY SRA T-ZFLOOD CERTIFICATE REQ. IRE SPRINKLERS REQ. f SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER : 1 1 'o'sal ;1 1! . 1 JOB FINALED (Date) Signature J=OK 0 = Not OK F .•= NotReadyable DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/0 -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ P' L'ft. / P Nat. or / P' L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date 12. Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Card B-1 Date Card B-1 1. Zoning Requirements -Setbacks -Easements Card B-1 Date Card B-1 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/0 to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK - = Not Applicable f« , . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg.- Depth 5. Stemwalls, Main; Steel -Bloc kouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. H Id Downs and Special Anchors 31. lab, Steel -Wrapped 8. Piers -Fire lace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 11. 12. , Gas Pipe; Size Anchors -Yard Gas Piping; Size Test Water Pipe; Test -Anchors -Regulator -Service Test Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 10", Insulation / bate Card B-1 Date ir dGard B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or AI 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral O Yes 0 No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector Date FRAMING (Continued) Card B-1 Date Card B-1 Date Hangers -Post Caps -Anchors -Connectors Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits Card B-1 Date Card B-1 Date Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang-At-ic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes _ 83. Following Instld./Drive 0 Yes O No/Walks 0 Yes O No/Planters 0 Yes O No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: r* BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP041166 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under Issued Date: 08/30/2004 APN: 028-210-053-000 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. Site Address: 145 SURVEYORS WAY BAN License Class : License Number: Map Index: Date: Contractor: Description: NSF(4318)GAR(1090)COV(528) 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 Owner: BARNETT, DAVID permit to construct, alter, improve, demolish, or repair any structure, prior PO BOX 123 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 MACDOEL, CA the Contractor's State License Law (Chapter 9 commencing with Section 96058 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 530-262-2329 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 Applicant: WALLACE, NANCY Code: The Contractors' State License Law does not apply to an 5813 PACIFIC HEIGHTS ROAD owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, OROVILLE, CA provided that such improvements are not intended or offered for 95965 sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does Contractor: not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ 1 am Exempt under Article 3 of the Business and Prof Bions Code Date: Owner: l�`�tC 9( 44 64 License #: 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 Architect: is issued. Engineer: NUGENT, WILLIAM BERNARD ❑ 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 Total Square Ft: 5936 S.F. Policy#: Valuation: $315,278.00 Census Code: I) 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, a I,(� ('t •;L Y V and agree that if I should become subject to the workers' + compensation provisions of Section 3700 of the Labor Code, I shall / r forthwith comply with those provisions. Date: ` (,,'-i V_ Applicant: 't WARNING: Failure to secure workers' compensation coverage Is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. • CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the RespIt4lorIs to do work indicate aboveTr which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) '?1) C By: 1 \ G Name: V a _ . Date:"(;1 r7 17` I - ()n Address: PERMIT EXPIRES ON: h Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize repres tives of Butte County to enter upon the above mentioned property for inspection purpo c Print Name: l� �� ��,��� Signature: (-TA-4 -6 Date: R$ ner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01-16-04 pg 1 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.netldds PERMIT NO. BP041166 LICENSED CONTRACTORS DECLARATION I -hereby affirm under penalty of perl'ury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 08/30/2004 ' APN • 028-210-053-000 the Business and Professions Code, and my license is in full force and effect. License Class: License Number: Site Address: 145 SURVEYORS WAY BAN Date: Contractor: Map Index: Description: NSF(4318)GAR(1090)COV(528) 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 Owner: WALLACE NANCY permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a 1306 CARNATION CT signed statement that he or she is licensed pursuant to the provisions of ROSEVILLE CA 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 95661-5406 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 Applicant•' WALLACE NANCY Code: The Contractors' State License Law does not apply to an 1306 CARNATION CT owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, ROSEVILLE, CA provided that such improvements are not intended or offered for 95661-5406 sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). O 1, 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 the Business and Professions Code Dated/—)--/---"( Owner: License #: 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 Architect: is issued. Engineer: NUGENT, WILLIAM BERNARD ❑ 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: Total Square Ft: 5936 S.F. Valuation: $315,278.00 Census Code: Policy #: 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 those provisions. with Date: Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of damages for in Section 3706 the Labor r 3953�'S3�47. o y ¢2310¢ compensation, as provided of code, interest, and attorney's fees. 4-12310 834-.11 6/ 3 Ov O Q CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte County Coda snrvor� I hereby affirm that there is a construction lending agency for the Resolutin)-lb do work indicated above for which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.)y ' _ S 30 ' c4 Name: By: Date: PERM EXPIRES ON: ZB • 3o • 05 Address: 11 Date ❑ I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of 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 purpose /f Print Name: /L� /�%dGc /_ ✓�Z. �;��._- Signature: Date: Owner 0 Contractor ❑ Agent for Owner 0 Agent for Contractor COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 'V 7 County Center Drive • Oroville, CA • (530) 538-7541 `- CORRECTION NOTICE kI OWNER C"'I PERMIT NO. K ' A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of you If completed. work is com have an p y y questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. Date ` Inspector REV 4/05 Phone # I �� FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7C t C t D' •O vu" y en er nve rovllle, CA • (530) 538-7541 CORRECTION NOTICE F;Jt` �6 OWNER PERMIT NO. k '<' A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of ,c- work is completed. If you have any questions pertaining to this matter, or need additional p explanation, I p ease contact the Building Inspector as indicated below. s, e ^ _ of N —4- 4- -fro, 'ra. v . d c m �7 ¢A t f: I ` Date- Inspector / v q a-6;kya dl r.� b'd�� re,, ai E >: REV 4/05 Phone # 1� e —� Z j _ r FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 \y . RECORDING REQUESTED BY: Fidelity National Title Company of Califomia Eacow No.: 06-3051006-00 Locate No.: CJIF MM -0950.0003-0D00412458 Title No.: 06 -412458 -CH When Recorded Mail Document and Tax Statement To: Mr. David L Barnett P.O. Box 1014 Chiloquin OR 97624 APN: 028-210-053 GRANT DEED 2006-0032111 Recorded I REC FEE 10.00 Official yRecords I TAX 34LSB CoButteof I Go= 16Rilii]G I County Clerk-lecorderl I I ABS 99.0m ?3-Ju;rM I Page i of P SPACE Phil Ill I Pill 11111111111111II The undersigned grantor(s) declare(s) Documentary transfer tax Is $346.50 [ X ] computed on full value of property conveyed, or [ ] computed on full value less value of liens or encumbrances remaining at time of sate, [ X ] Unincorporated Area City of USE FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, Jamke, a General Partnership aka JAMKE, a California General Partnership hereby GRANT(S) to David L Barnett, a single man the following described real property In the Unincorporated Area, County of Butte, State of California: SEE EXHIBIT "A" ATTACHED HERETO AND MADE A PART HEREOF DATED: June 15, 2006 STATE OF CALIFORNIA ) COUNTY OF STANISLAUS bef I e, (here Insert name and title of the officer), pdrsonally appeared John A. Myrtakls ************* Jamke, a fomla I Partnership By. John A. Myrtakis, Partner personally known to me (OF piceved to Rioen-Owbas be the persono whose name(4 DIME M. 013RIEN COMM. #1539770 � IsAme- subscribed to the within Instrument and NOTARV PUSUC-CAuFORNIA acknowledged to me that he/sl*Vd y executed the same STMISUWSCOUNTY in his/k4AheW- authorized capaclty(kr4, and that by MY CM fthw Jam 20.20W his/hwAk f signature(s5 on the instrument the person(4, or the entity upon behalf of which the personO acted executed the instrument. Name of Notary: Diane M O'Brien Telephone Number: 209-525-9244 Witness my h nd offici I I. . County/State: Stanislaus County, Califomia Registration/Commission No.: 1539770 Signature (I) Commission Expiration Date: 1-28-2009 MAIL TAX STATEMENTS AS DIRECTED ABOVE FD -213 (Rev 7/96) GRANT DEED (grantx05-06) Escrow No.: 06-3051006-W Locate No.: CAFHT09SM50-0003-0000412458 Trtle No.: 06-41US8{H EXHIBIT "A" PARCEL A: Parcel 9, as shown on that certain Parcel Map, recorded In the Office of tate Recorder of the County of Butte, State of California, on July 16, 1991, In Book 123 of Maps, at Page(s) 52, 53 and 54. PARCEL B: A 60 foot right of way and public utility easement over that portion of Parcel 8, as shown on that certain Parcel map, recorded in the Office of the Recorder of the County of Butte, State of California, on July 16, 1991, In Book 123 of Maps, at Page(s) 52, 53 and 54, lying within Surveyor's Way and Darby Rd. BALANCE OF FEES SHEET DATE: PERMIT ASSESSOR PARCEL #: b OWNER'S NAME: FEES (Amount and Purpose): BALANCE OF FEES:_ ADDITIONAL FEES$_ Ce REVISED PLAN CHECK: $_ SHERIFF FEE (commercial only): $_ SRA: $— COPY FEES ($1 or more) $_ DRAINAGE $_ BC RESIDENTIAL IMPACT County Wide Chico Urban El Medio North Chico Specific _ $_ WATER TENDER FEES $_ FEMA $_ SMIP ' $_ OTHER $- RECEIPT NUMBER(S) CI -99.- - Ch�e�K� � BASIN TTALION OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and material for construction of this proposed property improvement: YES [> NO [ ]. 2. I HAVE F_ - HAVE NOT [ ] signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: _ ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTY OWNER: DATE: �2 NOTE: This Owner -Builder verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. Rev'd 11/4/2004 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile www.buttecounty.net/dds OWNER -BUILDER INFORMATION Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that your plan to subcontract, you should be aware of the following information for your benefit and protection: o If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $500 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. o If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers' compensation insurance, disability insurance costs, and unemployment compensation contributions. o There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. ., o For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractor is to secure an "owner-builder"=building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board's automated telephone information system at 1-800-321-CSLB (2752) or by accessing their website at www.CSLB.ca.gov. Please complete and return the enclosed owner -builder verification from so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Sincerely, Scott Rutherford Manager, Building Divi ion NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP041166 'PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under Issued Date: 08/30/2004 APN:O28-210-053-000 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. Site Address: 145 SURVEYORS WAY BAN License Class : License Number: Map Index: Date: Contractor: Description: NSF(4318)GAR(1090)COV(528) 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 Owner: BARNETT, DAVID permit to construct, alter, improve, demolish, or repair any structure, prior PO BOX 123 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 MACDOEL, CA the Contractor's State License Law (Chapter 9 commencing with Section 96058 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 530-262-2329 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 Applicant: WALLACE, NANCY Code: The Contractors' State License Law does not apply to an 5813 PACIFIC HEIGHTS ROAD owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, OROVILLE, CA provided that such improvements are not intended or offered for 95965 sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does Contractor: not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ lam Exempt under Article 3 of the Business and Prof sions Code c Date:�� 6Owner: License #: 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 Architect: is issued. Engineer: NUGENT, WILLIAM BERNARD ❑ 1 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: Total Square Ft: 5936 S.F. Policy #: Valuation: $315,278.00 [[[ , Census Code: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, il o`") q and agree that if I should become subject to the workers' I . compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. �� �`5 Date:14Z 6 9 1$ -OG Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Res9luliorls to do work_indicate above f r which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.)I yy(j Cl Name: By: / / U Address: i� Q /Date: PERMIT EXPIRES ON: 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 19627.5 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 repres fives of Butte County to enter upon the above mentioned property for inspection purpo c � Print Name: �( Signature: Date: 1$10wner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01-16-04 pg 1 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION ^ 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7,541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL NUMBER, -,9 ;,-10 ` w� Proposed Building Use: �� A) S Counter Technician: Date:` 1I V y Itenys required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. V 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. . r ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 6/ 3. Engineered plans, 3 or -4 sets, with wet signature on plans AND 2 sets of stamped and.signed calculations. Q/ 4. Engineered truss details and layouts in duplicate. No faxesl Letter from Engineer or Architect for truss design review. ❑,� ..6. Energy compliance design and supporting documentation in duplicate. . o :: 17. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner ❑_ 14. Hazardous Material Form 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico 40roville, as applicable. ❑ 16. Other aining items needed to issue the permit: (May require additional plan review upon receipt of the following items.) -17. Fire Sprinklers............................................................................................ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19,Soils Report and/or Engineered Foundation required ........................................... ........ 2(T Erosion Control Plan Required........................................................................ ........ Fees as shown on the attached Schedule of Fees Due Sheet .............................. 22.City of Chico Plumbing permit ........................ .........:.................................. �3. California Department of Forestry plan approval paid. Sent by 24. Planning approval (A) Use: U B)ParkQ: (C) Parcel Check: i1 O 25. Contact Land Development about _ Improvements, _ Drainage ......................... 26. NPDES Form............................................................................:................ (PvT' 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier and Policy Number .......................................... 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... 32. Letter of Signature authorization......................................:............................. 33. Recorded copy of Agricultural Acknowledgment Statement ................................. 34. Manufactured home utility clearance............................................................... ❑ 35. Existing violations and/or expired permits......................................................... ❑ 36. Deed Restriction.............:................................................................:.......... ❑ 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 38. Other: ❑ 39. Other: When issued Telephone T _�_�� 7 �i and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: Date: LI -14-9, 1. Index permit appli ation for th s numbered: Plan Check Letter' 2. Additional items retuired Contractor, designer wrier f the above data by done, ❑ mail, ❑ counter, b - Date: Contractor, designer, owner, was advised of the above data by ❑ phone, " ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: I A Date Structural reviewed by:. Date:_ Structural approved by: Date: Note transfer by: Date: Yellow: Building Division iUJU� Y1A� 1(�lnrc cwa kc,.,,,A rO oy V-MAi(, e111515S. f ' r COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT OF FEES Q� OWNER W A. P. # PRO ROSED BUILDING USE nQ� F DATE 0 Ll RECEIPT # DATE REC. 1. BUILDING PERMIT FEES --- Balance Due ..................... $ +(2310 i • 3 0. o4 - Additional - Additional Fees Due........... $ --- Revised Plan Checking Fee.... $ 2. SCHOOL DISTRICT FEES (5(D J� 1 ven "% evert er (paid at School District Office) (form available after n Check) 3. SHERIFF FEES (paid at Building Division) Residential............ X $360.00 =$ 3(oO.OD 4 23 10 Units Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit)..... X = $ # Units Amt. Commercial (Sq. Ftg.).... X = $ Sq. Ftg. Amt. 5. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK FEE .1" (paid at Building Division) es --21 Is ✓ 8. WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ Zone # Units Amt. Commercial (sq. ftg.) ......... X = $ C Sq. Ftg Amt. �0. OTHER - vM , S•30. o4- .0 sa�w_ q 412,51p] 4t2311 � .3,b - 6+ At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. may be changed during the plan checking process. DATE C L v APPLICANT These fees Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 2/2003) I. I ' ;. '': y BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM " - a One form per Building)�r school asf►ict`�' Qo 1 G '-4Building Department No. A.P. Number D 10 • 453 Jurisdiction: F__1 City County Property Owner 1/V A t— L /kG F Property Location/Address � � �SL L R V a .�/p t.2 S �l /k �/ fa .. l o Z TSR 0Q t �F�4411�,G Subdivision Lot No. Residential Development Q Q Q Sq. Footage 43 8 No of Living Mobile Home Addition/ 'Supplemental to (Group R) Units Installation Conversion Permit # *(No foundation Inspection) ................................................................................................ «. «: Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Commercial/Industrial } 4 Y 0 0 New Addition itive ?District Identification No. 05006 ,- r• h A V(l \ O r\ 1 � School District certifies that lye Sv,rVa,\1C) ivy r ,. (Street Address) 9G rC�O'C' (City) has complied with the requirements of Resolution No. representing `.3 I square feet. I `.) Sq. Footage (Including Exterior Roofed Areas) Date 0, c� (Applicant) lQ -316 -1 I 9 s I ; ' (Phone Number) ip (State) i (Zip`Code) by payment of $�, o� 3 D AB 2926 $ FULL MITIGATION $ ISchool District Representative 1 ;5 j.f' 1 Date I y .. Paid by Check # Remarks: �' i r No* e: You may protest tM imposklon of the lees Identified above by subrthitilrp a written protist to the District, In eompliaiiw''wflh Govei - wnt Cods Section 66020(a), within 90 days from the date lass am paid. Failure to submit a ti nhey written protest wlll'pnoldblt i you from challenging the Imposition of the fees In any court action. N, subaequerd to the School District Representative signing this Bulb County Schools Impact Fee Certification Form, time School District Is i nothfled by the sppUcable Local Planrdg Agency that this project le being rwlewed under the California Environmental Quality Act (CEQA). { tics pno)eet may be subject to additional school fees to fully mitigate.ft impact on the school dlstrleft schools. White (applicant), Yellow (building department), Pink (school district) festomm.xis (10/03)dmm SITE PLAN REVIEW APPLICATION Date: Vf,3 I Oq AP# �� 1 o" s Permit Number (if applicable) APPLICANT INFORMATION Parcel Size:Q Owners Name: Owners Address: Telephone No.: ` Situs Address: Proposed Use: 0 Residential Z New Single Family Residential ❑ Single Family Addition ❑ Mobile Home IN Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family . - Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Septic FT Agricultural Exempt Building ❑ Other: r ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well DO NOT WRITE BELOW THIS LINE DEVELOPMENT SER VICES INFORMATION (For Staff Use) 0 Approved ' ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval a Site Plan Stamped Approved By bel j&7A Date !)� " Page 1 of 5 t ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) Expansive Soils (Test for expansive soils and if verified proper foundation design requiredC%t� SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: A • Flood Panel No.: 0(e U -7C0 5_0C- Index Date: (� ❑ Sacramento River Reclamation District (Approval must be obtained from the Califo 'a Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ----------------------------------------------------------------------------------------- ❑ Detached Building Use Form ❑ Encroachment -Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: Applicable Building Setbacks: L (Z S. L P Ao O'd ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front Side 12-0 1 i J� I �� Side Street Rear d 3 0 t Height Waterway N/A N/A N/A L (Z S. L P Ao O'd ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 f `j ej 1 Applicable Development Fees: ' ' Standard Fees Amount Formula ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other -------------------------------------- Subdivision Map Special Fees Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By i R Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 i _Subdivision Map/Parcel Map: . T Map Date of Recording: ' -7 & q Lot: Book: r� 3 Page: ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: Parcel Map/Subdivision MapfUse Permit Conditions 0 Comply with the following Conditions of Approval: IN Meet the'Fire Safe Regulations of Butte County and P.R.C. 4290 ® Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development.. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for roa Page 4 of 5 101 F07 Summary of Specific Requirements: This information provided in this summary is based on the .application information and on the best available data at the time of review. CMArrys\Building Permit Site Plan Reviewl.doc rum— Page 5 of 5 I/ 1) IP14V 17elElq 116791) 411,71a47 -101V F-65,51.4T,7144e OF pele-411-11a ReIIZ-121,A,G Pf-RM17-5-1 IF ?.) 411 )q,:-:Ve4opM,&,A VT 6AI41-Z 4-01-401-VTAOE ",C:,ze6- 54)c•E 601)%56 FOR AL -W -1126A-1704 �44161FOR"154 A�SPT OF AVWWV7-RVOAh9 AlRe AW7EC720/,/ 1900). lMe- V"lra67T4T1OA1 6 .1-1,4. 70 7 R, A.- MA 4. - M -,,x A . /47 7a- AaMAe R661041ee6-9 eOa:-- RZ- 1140r.441 -ED 11,441-1- /'146A/ A6* -11196"N -,,14Z 151"A WIC/TURES //Y 4eeOR1241VCC- W/7.4 7 -AIC-- 1VOTIalV44 A -Me AM07eeZZOAl -Sy672f-A-I.T 1N aM6-,4AZO -7-M61,0 AXM14 V R"UlAlaS 4AI0 d.) eROSS 114 .4964 1.,!r .,7 -5-0 FT G e4elllC16-Z /) e6- 7-,q,4eA� /C"eo/ll AVR SeKI,4aC- 12J6PMT,41-. 7.) R.) i9EVC-LOPIWC-1,17 Or P,4,ee,=-45 I 7-,41,Vel 7 4mg 9 414 /)9* C.- SC1gdeeT 70' R,4V1"6,V7- Or AZ17-r6- M, FW6 1)6-P7'W,07eR 7112FI-h7ER F -"C&-5 - � ' iJ . � ��,^ " " yurcaIs_ oc5 t d '6m th;-� so:thL!asLerl� S, e o-I-a purte oad approx - 07 eiIe youuccrI,; of Darby _90ad 07�gr c- a._[:�ineerRon Graves / Public �4ocis conditions: / ' � �~c~ If- 13 q m-( ' Provide two-way' traversable access RS-8-LD-I to each parcel from ' a counci maintained road or state hi&hvoy. /, >h�'�cyer,er in �aeds es per cou�L� ocdinence en� u��e/ed «` ( �./ ' ~-� �or n ichmop. ~/ qu . ^J�1 ' �ho'k:n� seLboc� line �e�sure� on ce�����ine o[ zcceea y���� � . "'� �ascuenEOtt.. /�) �rOVICIC �denance a�zeement. Deed to the County -Et. �O �. ri&hv � o[-ay from the centerline 0 of la Porte Road. ^`�\ �n �odic��e a 5O f� building setback ��om the' ceo�erIi6e o� �a Porte ' | Road. ' O{L-'7p" Show all easements of record on the final mop. Provide street name signs per requirements of the Department of ' `-^ Public Works prior to recordation of the fioaI may. -Y A'nl% ~ ' ' �»�'�/x� ��p- ��-5- 4^'3x-��� y ^ I* � Provide cul-de-sac at the end of the street. � btain encroachment permit and construct standard road approach | «providing adequate sight distance at the intersection of access roads ! and La Porte Road and Darby Road. Approaches to be S-18 standard . ~Obtain encroach'eot yermit for all driveways, new or existio�. and ` .-- construct to county standards. � I?2 Pay any delinquent taxes or current taxes as required. M°~`~-^^ 124IIA-1 17�'/7Ar '— �- *41r3:" Meet the requirements of the 'Butte County Fire Department. 4 Deed to Count%, of Butte I ^-- hei 00' in vidtb~ width -— '. — Health DeptU �onditioDs' 15 hicaSho« a t - eaczield setback from the irrioation ditch wble. 14 Indicate on the map that areas with slopes in excess of ]U% are unsuitable � for oewa&e disposal. ` Tqk Show t6e usoble seva8e disposcI area pcoven to meet the reqoiremento nf the Subdi,iaiou Ordinuoce on all parcala. 118 Meet Lbe evidence of a«uiIahIe domeatic vutec Ior the project in accordancexith the 7�/��c �oon�[ �x�,�i,isi«n 0rdinn�cr s�n��zrds. �// �&v � ��^ . t ' TED RUNGE, AP 28-21-20 The folloWing mitigation measures are required: t 1Pay $200 per lot, to the Butte County Water Tender Fund, prior to recor- dation of the final map., 2A Place a note on the map which states as .follows: "Pay deer. herd AA mitigation fees at time of pulling building permits, .if applicable." . 3 Place the following note on the map: "All development shal.l follow the �F:i.re Safe Guides for Resi.dent:ial. Development in California," (Calif. -q\Dept. of Forestry and Fire Protection, 1980). In addition, all Nva vegetation surrounding structures shall be modified to the recommendation of the Calif:. Dept. of Forestry and Fire Prevention, pursuant to Public Resources Code Section 4291." -4 �tPlace the following note on the alternate or additional map sheet of the final map stating: "Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the X. National Fire Protection Assn. Standards for the installation of h sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D. The purpose of the installation of the sprinkler systems is for additional safety and property protection in the event of residential fires. This installation will reduce the demand for structural fire protection services in those instances where they are installed. ti AND WHEN RECORDED MAIL TO. BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 COPY of Document Recorded 02 -Aug -2004 2004-0046769 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this.property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date �% i PROPERTY OWINERS: Com. CJ �SL State of California , County of 8"m'— On 2 top q before me, k-eNsi.r; Alr)Tury P;.A I personally appeared CGAJW (!)C� 11C,.0 -,e, personally known to me (or proved to me on t e basis of satisfactory evidence) to be the persons) whose name(s) is/are subscribed to the within instrument and acknowledged to me !hat-4elshe/tAwy exeented the came in..44is/tier/NI.:: authored capacity(ies), and that by his/her/their signature(s) on the instrument, the person(g) or the entity upon behalf of which the person(.&) acted, executed the instrument. WITNESS my nd and official seal. JAMES LAMAR 11, Signatur Seal: COMM. #1377185 NOTARY PUBLIC - CALIFORNIA BUTTE COUNTY My Comm. Expires Sept. 28, 2006 A.P.# 0:. Zf-Zl(� -OSS National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution .Prevention Plan (SWPPP) Acknowledgement [LESS THAN 1 ACRE1 KProject Title: By signing below, I, the project owner/owner's agent, certify that I am aware that a construction project that disturbs 1 acre or more of land requires a Construction Storm Water Permit from the State Water Resources Control Board and that it is my responsibility to submit a Notice of Intent (N.O.I.), a Storm Water Pollution Prevention Plan (SWPPP), and a check for $700.00 made payable to the State Water Resources Control Board to obtain such a permit if my project disturbs 1 acre or more of land. I, further, certify that this project will not disturb 1 acre or more of land. I am aware that submitting false and/or inaccurate information may result in revocation of grading and/or other permits or other sanctions provided by law. !rJ Signed: Title: l.�Ji►J. Date: ti s SITE PLAN REVIEW APPLICATION Date: AP#� J • Permit Number (if applicable) �1'i —� �O �O Bin Number 1 fry w . A _ APPLICANT INFORM Owners Name: Owners Address: Telephone No.: Situs Address: Proposed Use: Residential ,New Single Family Residential ❑ Single Family Addition ❑ Single Family Remodel ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer • ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition K er Septic Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary):_ ❑ Commercial Remodel ❑ Industrial Remodel Well ❑Agricultural Buffer Form ❑ Applicable ❑ N/A DO NOT WRITE BELOW THIS LINE DEVELOPMENT SER UICES INFORMATION (For Staff Use) ❑ Approved a Conditionally Approved ❑ Resolve Problems Prior to Approval • ❑ Site Plan Stamped Approved By Date ALL -ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: • ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Pian (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) ® SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached-) • Flood Zone: - X • Flood Panel No.: j O S O C— Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) El Chapman/Mulberry (See attached standards and requirements) --�- - - � ------- E] ----._---- ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ❑ Detached Building Use Form �❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement • Zoning: A-5 Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. • Parra 1 of c Zoning Code Streets & Highways Fire Prevention Subdivision Map Front ©G 2-C3/ Side Side Street Rear Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. • Parra 1 of c { Applicable Development Fees: Standard Fees Amount Formula • ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Drainage Area ❑ Thermalito Urban Area ❑ Other --------------==------------------------------------ -------- ------------ --------- -------- -- ----- ------------ Subdivision Map Special Fees ®° Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination uvill be made at the time of the building permit. • Parcel Created By ❑ Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No ❑ Yes r Comments: ❑ Parcel Deemed to be legal ❑' Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ ,Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Paae 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements • ------- ---------------------=-------------------------------------- -------- ----- ----------- ------- ---------------------- NoP. ; of Subdivision Map/Parcel Map: Map Date of Recording: -7') U- 9 9 Lot: ❑ Use Permit/Minor Use Permit Permit Number: Book: ` 2 - Date of Approval: Page: 5 2-)5 L, Parcel Map/Subdivision Map/Use Permit Conditions E Comply with the following Conditions of Approval: ® Attached ❑ None ® Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 U - • 15 Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. • ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." - ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for road maintenance, and stop sign maintenance. 101 A107"of,S: Z) X V 12eER /.1590 M / Tld4 TION FCC- 5' 4 T TIME OF P61,1- 6 11-1a 196,141211VIO Af-RM17-15,1 1P.4pp1r/CARL 67- ?.) ALL 12,:-:-11e-1-OOA,161VT 1,4141-Z A-0440A/TAV% "F-Mz- 6r4jc;:!F A'09 b 6M�ORM6�W'IAJ eWZ-IAORI.114" VSP7- OF 19el0). •/A/AO,9/7-/O,,V, 1144 V 6.1-1 GL 'e"Lc-nom. m-.z.w, e,4G IF' 9,CP7 AW V6*" 7/40.,V A:fR-.Te1,4A17 7-a eODLa WV91. 3)Ael-rOWTIC .5'elAORCS-6101-1 6Ae1AY<U-.Z 9YS7-,4-4,15'5-A1A1-& ACE 11-4492-.444.6-12 11,1444 /,A/ AG451RI-NCC LV/ 7'Al -rAIC- IVO TIOAOe 45SAI 57,4"WR12S FOR 71-lelvV6744,07-10" 5--pP.67"26' IN GENE ,4N/) -7-1-4,140 r4MI4 V RM&ZZ1A1d'9 4410 MOMeS- AIOMK57) Al, --P,4 T;r.4M1),4,'qP 11,9. 4.) e9055 AZ4 7el-IV2 .4964 /S 4 -5'0 FT e e4ekF16'4 12 616-744e,4C FAIO,*,7 7,4- IRela,47-10AI 1217eXI 3) 49C,06r Pt//7,41 SLOPS- IN 6-Xe6-SS Oc :30' 17., "e 61A16'6117, -4)5Z6- ,,r,OR 6.) 1,,14 7-e/lf W Aq6MS .49,,5- 7-.4/.-- e13,41746- 6S'X1*5r,:f It/Spon wz- .11 6E7- 3AC.NL 11VC- 50 )c"CC- 7 OF 41-1- AZO'14125- 19 6 VC- L 0 PIWC-Al 7 OF P,4.Ze64,5 / 7.'4/9,// 7,4AM 9 10,4 yRG". SeJgdEC 7- ro /;,I� VIW6,V 7- OF Ael 7 7F CO, Fle6 IMP 7WO 76-R 7e -1Z9 -6A' Fed -15 - • O.B.-1 OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and retum this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 0 I personally plan to provide the major labor and materials for construction of the proposed property improvement: YES�j NO ❑ I HAVEPL HAVEOigned an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK Sd - NED: PR OPERTYOWNER:__&2/�i+J� S SECIIRTTYNUMER: DATE: NOTE. This Owner Builder Yerif cation is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER I OWNER BUILDER INFORMATION Dear Property Owner. An application for a building permit has been submitted in your name listing yourself as the builder ,of property improvements specified For yourprotection, you should be aware that as "owner -builder" you are the responsible party ofrecord on such a permit Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself; you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (mcludiug materials and other costs) is $300' or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. 0 If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not cant' out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your .obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your commimity or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner guilder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. +Celr.%UV*ii1:gU/e0C ME. tion NOTE. This Owner Builderbtformation is required by Secxion 19830 of the California Health and Safety Code �, Apr 23 04-02:49p leslie NUGENT 530.647.9846 p:l STRUCTURAL �Gj N g FACIAREQUIRED..-'/14_ 0,4cl T— �.a _ AT POPOUTS —� ---------� M1-3Bryk.' =3B M1-3 .... • M=2��� - o _ �� K4-4 2°I ) M co CL p 0 ( ) O C7 O c7 M M I C � cn 1 N 1w ° C N i m 2 :per, X .>� � . _ _ \ I? ; cx -5E . N Y Y v r M LL ` W�- it- Al I r 4uj EAYETION ON F pt. i Fb� .. PER BUILDING SECTIONS. TM- FABRICATED M FABRICATED BUILDING SYSTEMS 2345 W. PECAN AVE. { MADERA, CA 93637 A — (559)674-5352 W :: WALLACE RESIDENCE 'BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP042242 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under Issued Date: 08/31/2004 APN: 028-210-053-000 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. Site Address: 145 SURVEYORS WAY BAN License Class : License Number: Map Index: Date: Contractor: Description: FIRE SPRINKLERS BP#04-1166 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 Owner: BARNETT, DAVID permit to construct, alter, improve, demolish, or repair any structure, prior PO 60X123 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 MACDOEL, CA the Contractor's State License Law (Chapter 9 commencing with Section 96058 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 530-262-2329 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 Applicant: BARNETT, DAVID Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). 1, 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: SQUYRES JR, WILLIAM. 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.). P 0 BOX 3176 CHICO, CA 95927 ❑ I am Exempt under Article 3 of the B ess Profession Code Date: Owner: y/ License #: 275206 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Architect:, Labor Code, for the performance of the work for which this permit is issued. Engineer: ❑ 1 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: Total Square Ft: 0 S. F. Valuation: $0.00 Policy #: �J( I certify that in the performance of the work for which this permit is Census Code: issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall ,^J �� 5G2 forthwith comply with those p'rovisions. -r, Date: , !g —t) 0/ 7-1$- OG Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Resojupons to do work indi ted ab ve for which fees have been paid. of the work for which this permit is issued (Sec 3097 Civ.) (� /n Name: ByAperformance r7 Date: ll PERMIT EXPIRES ON: 7— 17)— l !7 Date Address: ❑ 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 ol Butte County to enter upon the above mentioned property for inspection purposes Print Name: ,/�•'i` Signature: �n Date: Owner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01-16-04 pg 1 C�~ AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 2004-0046769 Recorded Official Records CogUTy Of CANDACE 1 GRUBBS Recorder ROSEMARY DICKSON Assistant 01:18PM 02 -Aug -2004 REC FEE '10.00 CONFORM 1.00 Andrew 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 County of Butte, State of California, described as follows: Date `0`2/(`� PROPERTY OWNERS: State of California County of 6wil,e„ On L iAS4 7- s00 before me, :'➢'c_,.,,.o_c L...,..,.... %,wlce.• , aim>o,­-y, P,.bl". personally appeared 'QC4 St- C,11c.,C-ge, personally known to me (or proved to me on t e basis of satisfactory evidence) to be the person(s) whose nameM is/are subscribed to the within instrument and acknowledged to me that-4e/sheAU&y executed the same in-14s/her/their authorized capacity(ies), and that by his/her/"r signature(s) on the instrument, the personM or the entity upon behalf of which the person(.&) acted, executed the instrument. WITNESS my nd and official seal. JAMES LAMAR KINSER Si natut--2L- Seal: COMM. #1377185 g NOTARY PUBUC - CALIFORNIA BUTTE COUNTY My. Comm. Expires.Sept.'28, 2006 A.P. # 010 -053 08.02/04 12:C;0 FAX 530 877 3443 4 OROVILE 002 'escrow Na. 10:3890 -TR Titlm Order No. 00103890 EXHIBIT GINE PARCEL A: Parcel 9, as shown on that certain Parcel Map, recorded in the Office of the Recorder of the County of Butte, State of California. on July 16, 1991, in Book 123 of Maps, at Page(s) 52, 53 and 54_ PARCEL B: .A 60 foot right of way and public utility easement over that portion of Parcel 8, as shown on that certain Parcel map, recorded in the Office of the Recorder of the County of Butte, State of California, an July 16, 1991, in, Book 123 of Maps, at PF{ge(s) 52, 53 and 54, lying within Surveyor's Way and Darby Rd. Description: But ,te,CA!Document-Year.DocID 2003.65558 Page: 2 oe 2 order' molly Coamant: BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT ` 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (fj30) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.netWds PERMIT NO. BP041166 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 08/30/2004 APN' 028-210-053-000 the Business and Professions Code, and my license is in full force and effect. License Class: License Number: Site Address: 145 SURVEYORS WAY BAN Date: Contractor. Map Index: Description: NSF(4318)GAR(1090)COV(528) 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 Owner: WALLACE NANCY permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a 1306 CARNATION CT signed statement that he or she is licensed pursuant to the provisions of ROSEVILLE, CA 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 95661-5406 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 Applicant: WALLACE NANCY Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does 1306 CARNATION CT such work himself or herself or through his or her own employees, ROSEVILLE, CA provided that such improvements are not intended or offered for 95661-5406 sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.)., ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does Contractor: not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ I am Exempt under Article 3 of the Business and Professions Code i � Date)°,/, Owner: License #: WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perl'ury 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 Architect: is issued. Engineer: NUGENT, WILLIAM BERNARD O 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: Carver Total Square Ft: 5936'S.F- Policy #: Valuation: $315,278.00 Census Code: I certify that in the performance of the work for which this permit is issued, 1 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: Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor 3�4 4-12 8O 39534:1- 7•O1 4 - code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte County Code 2ndlor I hereby affirm that there is a construction lending agency for the Resolutions do work indicated above for which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) 13 • $O , c 4 Name: By: Date: PERM XPIRES ON: t8 30' OS Address: Date ❑ I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health 8 Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. 1 hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purpose . Print Name: /1/ —o'!�c �iJIL Signature: Date: Owner ❑ Contractor ❑ Agent for Owner 13 Agent for Contractor R R STRUCTURAL FACIA REQUIRED 21 cit AT POPOUTS _= Mi-$ —3B lo;;i-Lu N _11 4 11 al 9 0 m M. cn. c� If 1I- I- I F - EAVE CONDITION PER BUILDING SECTIONS. TYP. FABRICATED BUILDING SYSTEMS 2345 W. PECAN. AVE' - MADERA, CA 93637 (559)674-5552 WALLACE RESIDENCE. N co 2-3B 0. oy of F-SSIOAI 153. N t4o. 21222. CIV STATE OF c N co 2-3B 0. oy r f J TABLE OF CONTENTS TOC Proje_t,Title.......... Wallace Custom Home Date..06/15/04 16:22:35 Project Address........ Surveyor's Way ******* Bangor, CA *v6.01* Documentation Author... Elizabeth Smithwick ******* I Building Permit # CompuCalc 23318 Lone Pine Dr I Plan Check / Date Auburn, CA 95602 530-268-8722 Field Check/ Date Climate Zone........... 11 L Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-WALLACE Wth-CTZ11S92 Program -TOC User#-MP1630 User-CompuCalc Run -Custom Home I I i TABLE OF CONTENTS Report Page FORM CF -1R ................ 1 FORM C -2R ................. 5 HVAC SIZING ............... 10 FORM MF -1R ............... 12 PLAN REVIEW APPROVAL JUL 2004 UNHARI Pi, : w a e CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... Wallace Custom Home Date..06/15/04 16:22:35 Project Address........ Surveyor s Way Bangor, CA *v6.01* Documentation Author... Elizabeth Smithwick ******* Building Permit # CompuCalc 23318 Lone Pine Dr Plan Check /, Date Auburn, CA 95602 530-268-8722 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-WALLACE Wth-CTZllS92 Program -FORM CF -1R User#-MP1630 User-CompuCalc Run -Custom Home ` GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type.... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... 4384 sf Single Family Detached New Front Facing 260•deg (W) 1 2 Raised Floor 19.7 % of floor area 0.3 Btu/hr-sf-F 0.48 8.9 ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type Type R -value R -value R -value U -factor Location/Comments Wall Wood R-17.8 R-0 R-17.8 0.065 Roof Wood R-11 R-27 R-38 0.025 Attic Roof Wood R-30 R-0 R-30 0.034 BonusRoom Floor Wood R-19 R-0 R-19 0.037 FloorExt Wood R-19 R-0 R-19 0.048 Door None R-0 R-0 R-0 0.330 Solid Wood SlabEdge None R-0 R-0 F2=0.900 To Outside SlabEdge None R-0 R-0 F2=0.720 To Outside FENESTRATION Over - Area U- Interior Exterior hang/ Orientation (sf) Factor SHGC Shading Shading Fins Window Front (W) 9.0 0.290 0.470 Standard Standard None Window Front (W) 33.0 0.290 0.470 Standard Standard None Window Front (W) 40.2 0.570 0.670 Standard Standard None Window Front (W) 9.0 0.290 0.470 Standard Standard None Window Front (W) 10.0 0.290 0.470 Standard Standard None Window Back (E) 25.0 0.290 0.470 Standard Standard None Window Back (E) 13.5 0.290 0.470 Standard Standard Yes Door Back (E) 40.2 0.290 0.470 Standard Standard Yes Window Back (E) 13.5 0.290 0.470 Standard Standard Yes Window Back (E) 40.0 0.290 0.470 Standard Standard Yes Window Back (E) 25.0 0.290 0.470 Standard Standard None Window Back (NE) 25.0 0.290 0.470 Standard Standard None a CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... Wallace Custom Home Date..06/15/04 16:22:35 MICROPAS6 v6.01 File-WALLACE Wth-CTZllS92 Program40RM CF -1R User#-MP1630 User-CompuCalc Run -Custom Home FENESTRATION SLAB SURFACES Area Over - Slab Type (sf) Area U- Interior Exterior hang/ Orientation (sf) Factor SHGC Shading Shading Fins Window Back (NE) 25.0 0.290 0.470 Standard Standard None Window Back (SE) 25.0 0.290 0.470 Standard Standard None Window Back (SE) 25.0 0.290 0.470 Standard Standard None Window Right (S) 10.0 0.290 0.470 Standard Standard None Door Right (S) 40.2 0.290 0.470 Standard Standard Yes Door Right (S) 20.1 0.290 0.470 Standard Standard Yes Window Left (N) 18.0 0.290 0.470 Standard Standard None Window Left (N) 13.5 0.290 0.470 Standard Standard None Window Left (N) 13.5 0.290 0.470 Standard Standard None Door Left (N) 20.1 0.290 0.470 Standard Standard Yes Window Back (E) 25.0 0.290 0.470 Standard Standard None Window Back (E) 13.5 0.290 0.470 Standard Standard Yes Window Back (E) 40.2 0.290 0.470 Standard Standard Yes Window Back (E) 13.5 0.290 0.470 Standard Standard Yes Window Back (E) 40.0 0.290 0.470 Standard Standard Yes Window Back (E) 25.0 0.290 0.470 Standard Standard None Window Back (NE) 25.0 0.290 0.470 Standard Standard None Window Back (NE) 25.0 0.290 0.470 Standard Standard None Window Back (SE) 25.0 0.290 0.470 Standard Standard None Window Back (SE) 2.5.0 0.290 0.470 Standard Standard None Window Right (S) 27.0 0.290 0.470 Standard Standard None Window Right (S) 27.0 0.290 0.470 Standard Standard None Door Right (S) 40.2 0.290 0.470 Standard Standard None Window Left (N) 10.0 0.290 0.470 Standard Standard None Window Left (N) 10.0 0.290 0.470 Standard Standard None SLAB SURFACES Area Slab Type (sf) Standard Slab 1218 HVAC SYSTEMS Refrigerant Tested ACCA Equipment Minimum Charge and Duct Duct Duct Manual Thermostat Type Efficiency Airflow Location R -value Leakage D Type Furnace 0.800 AFUE n/a Attic R-4.2 No No Setback ACSplit 13.00 SEER No Attic R-4.2 No No Setback Furnace 0.800 AFUE n/a Attic R-4.2 No No Setback ACPackage 13.00 SEER No Attic R-4.2 No No Setback CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... Wallace Custom Home Date..06/15/04 16:22:35 MICROPAS6 v6.01 File-WALLACE Wth-CTZllS92 Program -FORM CF -1R User#-MP1630 User-CompuCalc Run -Custom Home Tank Type Storage Heater Type Gas WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Distribution Type System Factor (gal) R -value PipeInsulation 2 0.60 50 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 non-standard Water Heating System ISOV.11:4:��i Listed below are the MINIMUM energy features necessary to meet Title 24 compliance. HEATING & COOLING: MAIN FLOOR: (Split System) Gas furnace with 80% AFUE rating. Electric air conditioner with 13 SEER rating. . LOWER FLOOR: (Package Unit) Gas furnace with 80% AFUE rating. Electric air conditioner with 13 SEER rating. HVAC contractor to verify sizing & warrant system performance DUCTS: R-4.2 shown installed in attic. May be installed in . . elsewhere. No credit taken, no testing requited. INSULATION: Walls: R-19; Floor: R-19; Main House Ceiling: R-38; . . Bonus Room Ceiling: R-30. WINDOWS: Non -Metal Frame Operable: 0.29 u -value - 0.47 SHGC . Fixed: 0.29 u -value - 0.47 SHGC French/Sliding Doors: 0.29 u -value - 0.47 SHGC GLASS AT FRONT DOOR: Non-metal Frame: 0.57 U -value & 0.67 SHGC WATER HEATING: Two 50 gallon gas storage with 0.58 energy factor with R-4 or greater insulation applied to 3/4 inch or larger, non -recirculating hot water mains. This requirement is in addition to the mandatory pipe insulation for the first five . feet from the water heater on both hot and cold water pipes. SQUARE FOOTAGE is calculated differently depending on the purpose of the calculation. The Energy Commission sets forth guidelines unique to Title 24 compliance. Two of the most common differences result from the necessity to include in the square footage the interior stairway on each floor it intersects and conditioned floor area to the exterior walls. Therefore, square footage figures calculated to meet Title 24 compliance should not be compared with square footage areas for other purposes. CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 4 CF -1R Project Title.......... Wallace Custom Home Date..06/,15/04 16:22:35 MICROPAS6 v6.01 File-WALLACE Wth-CTZllS92 Program -CORM CF -1R User#-MP1630 User-CompuCalc Run -Custom Home 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 DOCUMENTATION AUTHOR Name.... Dave or Nancy Wallace Name.... Elizabeth Smithwick Company. Owner Company. CompuCalc Address. 5813 Pacific Heights Road Address. 23318 Lone Pine Dr Oroville, CA 95965 Auburn, CA 95602 Phone... (916) 316-4179 Phone... 530-268-8722 License. Signed.. Signed.. (date) (date) ENFORCEMENT Name.... Title... Agency.. Phone... Signed.. AGENCY (date) Certified Energy Analyst Efizabeth Smock r r �R"98"-9�4-214 CABE,C �.+on�ean,ara.m,0eo,m c�aam COMPUT$R METHOD SUMMARY Page 5 C -2R Project Title.......... Wallace Custom Home Date..06/15/04 16:22:35 " Project Address........ Surveyor s Way Bangor, CA *v6.01* Documentation Author... Elizabeth Smithwick ******* Building Permit # CompuCalc 23318 Lone Pine Dr I Plan Check / Date Auburn, CA 95602 530-268-8722 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-WALLACE Wth-CTZ11S92 Program -FORM C -2R User#-MP1630 User-CompuCalc Run -Custom Home MICROPAS6 ENERGY USE SUMMARY II �I Energy Use - Standard Proposed Compliance �I (kBtu/sf-yr) Design Design Margin �I Space Heating.......... 19.61 16.53 3.08 II Space Cooling.......... 10.95 12.21 -1.26 Water Heating.......... 6.50 6.80 -0.30 II Total 37.06 35.54 1.52 �I Building complies I, with Computer Performance *** II �I GENERAL INFORMATION Conditioned Floor Area..... 4384 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 260 deg (W) Number of Dwelling Units... 1 Number of Building Stories. 2 Weather Data Type.......... FullYear Floor Construction Type.... Raised Floor Number of Building Zones... 2 Conditioned Volume......... 39191 cf Slab -On -Grade Area......... 1218 sf Glazing Percentage......... 19.7 % of floor area Average Glazing U -factor... 0.3 Btu/hr-sf-F Average Glazing SHGC....... 0.48 Average Ceiling Height..... 8.9 ft BUILDING ZONE INFORMATION Floor # of Vent Vent Area Volume Dwell Cond- Thermostat Height Area Zone Type (sf) (cf) Units itioned Type (ft) (sf) HOUSE Residence LWRFLR Residence Air Leakage Credit 3133 27932 0.71 Yes Setback 8.0 Standard No 1251 11259 0.29 Yes Setback 8.0 Standard No COMPUTER METHOD SUMMARY Page 6 C -2R Project Title.......... Wallace Custom Home Date..06/15/04 16:22:35 MICROPAS6 v6.01 File-WALLACE Wth-CTZ11S92 Program -FORM C -2R User#-MP1630 User-CompuCalc Run -Custom Home Surface HOUSE OPAQUE SURFACES Area U- Insul Act Solar Form 3 (sf) factor R-val Azm Tilt Gains Reference Location/ Comments 1 Wall 259 0.065 17.8 260 90 Yes W.19.2X6.16 Front 2 Wall '198 0.065 17.8 260 90 No W.19.2X6.16 (W) 3 Wall 298 0.065 17.8 80 90 Yes W.19.2X6.16 9.0 4 Wall 49 0.065 17.8 40 90 Yes W.19.2X6.16 0.290 5 Wall 49 0.065 17.8 120 90 Yes W.19.2X6.16 0.470 6 Wall 380 0.065 17.8 170 90 Yes W.19.2X6.16 7 Wall 23 0.065 17.8 170 90 No W.19.2X6.16 8 Wall 32 0.065.17.8 350 90 No W.19.2X6.16 9 Wall 376 0.065 17.8 350 90 Yes W.19.2X6.16 16 Wall 261 0.065 17.8 260 90 Yes W.19.2X6.16 17 Wall 261 0.065 17.8 80 90 Yes W.19.2X6.16 18 Wall 320 0.065 17.8 170 90 Yes W.19.2X6.16 19 Wall 194 0.065 17.8 350 90 Yes W.19.2X6.16 20 Roof 2160 0.025 38 n/a 0 Yes R.38.2X4.24 Attic 21 Roof 570, 0.034 30 260 16 Yes R.30.2X10.VL BonusRoom 22 Roof 305 0.034 30 260 40 Yes R.30.2X10.VL BonusRoom 23 Roof 80 0.034 30 260 36 Yes R.30.2X10.VL BonusRoom 24 Floor 942 0.037 19 n/a 0 No FC.19.2X8.16 25 F1oorExt 955 0.048 19 n/a 0 No FX.19.2X8.16 26 Door 18 0.330 0 260 90 No None Solid Wood LWRFLR 10 Wall 385 0.065 17.8 260 90 No W.19.2X6.16 11 Wall 298 0.065 17.8 80 90 Yes W.19.2X6.16 12 Wall 49 0.065 17.8 40 90 Yes W.19.2X6.16 13 Wall 49 0.065 17.8 120 90 Yes W.19.2X6.16 14 Wall 243 0.065 17.8 170 90 Yes W.19.2X6.16 15 Wall 243 0.065 17.8 350 90 Yes W.19.2X6.16 27 Door 20 0.330 0 260 90 No None Solid Wood PERIMETER LOSSES Length F2 Insul Solar Surface (ft) Factor R-val Gains Location/Comments LWRFLR 28 SlabEdge 8 0.900 R-0 No To Outside 29 SlabEdge 122 0.720 R-0 Ido To Outside FENESTRATION SURFACES Orientation HOUSE 1 Window 2 Window 3 Window 4 Window 5 Window 6 Window Area U- Act Exterior Shade Interior Shade (sf) factor SHGC Azm Tilt Type/SHGC Type/SHGC Front (W) 9.0 0.290 0.470 260 90 Standard/0.76 Standard/0.68 Front (W) 33.0 0.290 0.470 260 90 Standard/0.76 Standard/0.68 Front (W) 40.2 0.570 0.670 260 90 Standard/0.76 Standard/0.68 Front (W) 9.0 0.290 0.470 260 90 Standard/0.76 Standard/0.68 Front (W) 10.0 0.290 0.470 260 90 Standard/0.76 Standard/0.68 Back (E) 25.0 0.290 0.470 80 90 Standard/0.76 Standard/0.68 COMPUTER METHOD SUMMARY Page 7 C -2R Project Title.......... Wallace Custom Home Date..06/15/04 16:22:35 MICROPAS6 v6.01 File-WALLACE Wth-CTZllS92 Program -FORM C -2R User#-MP1630 User-CompuCalc Run -Custom Home FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade Orientation (sf) factor SHGC Azm Tilt Type/SHGC Type/SHGC 7 Window Back (E) 13.5 0.290 0.470 80 90 Standard/0.76 Standard/0.68 8 Door Back (E) 40.2 0.290 0.470 80 90 Standard/0.76 Standard/0.68 9 Window Back (E) 13.5 0.290 0.470 80 90 Standard/0.76 Standard/0.68 10 Window Back (E) 40.0 0.290 0.470 80 90 Standard/0.76 Standard/0.68 11 Window Back (E) 25.0 0.290 0.470 80 90 Standard/0.76 Standard/0.68 12 Window Back (NE) 25.0 0.290 0.470 40 90 Standard/0.76 Standard/0.68 13 Window Back (NE) 25.0 0.290 0.470 40 90 Standard/0.76 Standard/0.68 14 Window Back (SE) 25.0 0.290 0.470 120 90 Standard/0.76 Standard/0.68 15 Window Back (SE) 25.0 0.290 0.470 120 90 Standard/0.76 Standard/0.68 16 Window Right (S) 10.0 0.290 0.470 170 90 Standard/0.76 Standard/0.68 17 Door Right (S) 40.2 0.290 0.470 170 90 Standard/0.76 Standard/0.68 18 Door Right (S) 20.1 0.290 0.470 170 90 Standard/0.76 Standard/0.68 19 Window Left (N) 18.0 0.290 0.470 350 90 Standard/0.76 Standard/0.68 20 Window Left (N) 13.5 0.290 0.470 350 90 Standard/0.76 Standard/0.68 21 Window Left (N) 13.5 0.290 0.470 350 90 Standard/0.76 Standard/0.68 22 Door Left (N) 20.1 0.290 0.470 350 90 Standard/0.76 Standard/0.68 33 Window Right (S) 27.0 0.290 0.470 170 90 Standard/0.76 Standard/0.68 34 Window Right (S) 27.0 0.290 0.470 170 90 Standard/0.76 Standard/0.68 35 Door Right (S) 40.2 0.290 0.470 170 90 Standard/0.76 Standard/0.68 36 Window Left (N) 10.0 0.290 0.470 350 90 Standard/0.76 Standard/0.68 37 Window Left (N) 10.0 0.290 0.470 350 90 Standard/0.76 Standard/0.68 LWRFLR 23 Window Back (E) 25.0 0.290 0.470 80 90 Standard/0.76 Standard/0.68 24 Window Back (E) 13.5 0.290 0.470 80 90 Standard/0.76 Standard/0.68 25 Window Back (E) 40.2 0.290 0.470 80 90 Standard/0.76 Standard/0.68 26 Window Back (E) 13.5 0.290 0.470 80 90 Standard/0.76 Standard/0.68 27 Window Back (E) 40.0 0.290 0.470 80 90 Standard/0.76 Standard/0.68 28 Window Back (E) 25.0 0.290 0.470 80 90 Standard/0.76 Standard/0.68 29 Window Back (NE) 25.0 0.290 0.470 40 90 Standard/0.76 Standard/0.68 30 Window Back (NE) 25.0 0.290 0.470 40 90 Standard/0.76 Standard/0.68 31 Window Back (SE) 25.0 0.290 0.470 120 90 Standard/0.76 Standard/0.68 32 Window Back (SE) 25.0 0.290 0.470 120 90 Standard/0.76 Standard/0.68 Surface HOUSE 7 Window 8 Door 9 Window 10 Window 17 Door 18 Door 22 Door LWRFLR 24 Window 25 Window 26 Window OVERHANGS AND SIDE FINS -Window- Overhang -Left Fin- -Right Fin - Area Left Rght (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght 13.5 n/a 4.5 6.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 40.2 n/a 6.7 6.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 13.5 n/a 4.5 6.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 40.0 n/a 5.0 6.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 40.2 n/a 6.7 12.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 20.1 n/a 6.7 27.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 20.1 n/a 6.7 - 27.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 13.5 n/a 4.5 6.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 40.2 n/a 6.7 6.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 13.5 n/a 4.5 6.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a COMPUTER METHOD SUMMARY Page 8 C -2R Project Title.......... Wallace Custom Home Date..06/15/04 16:22:35 MICROPAS6 v6.01 File-WALLACE Wth-CTZllS92 Program -FORM C -2R User#-MP1630 User-CompuCalc Run -Custom Home OVERHANGS AND SIDE FINS —Window— Overhang —Left Fin— —Right Fin— Area Left Rght Surface (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght 27 Window 40.0 n/a 5.0 6.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a SLAB SURFACES Area Slab Type (sf) LWRFLR Standard Slab 1218 HVAC SYSTEMS Tank Type 1 Storage Number Tank External in Energy Size Insulation Heater Type Distribution Type System Factor (gal) R -value Gas PipeInsulation 2 0.60 50 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 non-standard Water Heating System REMARKS Listed below are the MINIMUM energy features necessary to meet Title 24 compliance. HEATING & COOLING: MAIN FLOOR: (Split System) Gas furnace with 80% AFUE rating. Electric air conditioner with 13 SEER rating. LOWER FLOOR: (Package Unit) . Gas furnace with 80% AFUE rating. Electric air conditioner with 13 SEER rating. Refrigerant Tested ACCA System Minimum Charge and Duct Duct Duct Manual Duct Type Efficiency Airflow Location R -value Leakage D Eff HOUSE Furnace 0.800 AFUE n/a Attic R-4.2 No No 0.767 ACSplit 13.00 SEER No Attic R-4.2 No No 0.669 LWRFLR Furnace 0.800 AFUE n/a Attic R-4.2 No No 0.767 ACPackage 13.00 SEER No Attic R-4.2 No No 0.669 WATER HEATING SYSTEMS Tank Type 1 Storage Number Tank External in Energy Size Insulation Heater Type Distribution Type System Factor (gal) R -value Gas PipeInsulation 2 0.60 50 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 non-standard Water Heating System REMARKS Listed below are the MINIMUM energy features necessary to meet Title 24 compliance. HEATING & COOLING: MAIN FLOOR: (Split System) Gas furnace with 80% AFUE rating. Electric air conditioner with 13 SEER rating. LOWER FLOOR: (Package Unit) . Gas furnace with 80% AFUE rating. Electric air conditioner with 13 SEER rating. COMPUTFR METHOD SUMMARY Page 9 C -2R Project Title.......... Wallace Custom Home Date..06/15/04 16:22:35 MICROPAS6 v6.01 File-WALLACE Wth-CTZllS92 Program -FORM C -2R User#-MP1630 User-CompuCalc Run -Custom Home REMARKS . . HVAC contractor to verify sizing & warrant system performance. DUCTS: R-4.2 shown installed in attic. May be installed in . . elsewhere. No credit taken, no testing required. INSULATION: Walls: R-19; Floor: R-19; Main House Ceiling: R-38; . . Bonus Room Ceiling: R-30. WINDOWS: Non -Metal Frame . Operable: 0.29 u -value - 0.47 SHGC . Fixed: 0.29 u -value - 0.47 SHGC . French/Sliding Doors: 0.29 u -value - 0.47 SHGC . GLASS AT FRONT DOOR: Non-metal Frame: 0.57 U -value & 0.67 SHGC WATER HEATING: Two 50 gallon gas storage with 0.58 energy factor with R-4 or greater insulation applied to 3/4 inch or larger, non -recirculating hot water mains. This requirement is in addition to the mandatory pipe insulation for the first five feet from the water heater on both hot and cold water pipes. SQUARE FOOTAGE is calculated differently depending on the purpose of the calculation. The Energy Commission sets forth guidelines unique to Title 24 compliance. Two of the most common differences result from the necessity to include in the square footage the interior stairway on each floor it intersects and conditioned floor area to the exterior walls. Therefore, square footage figures calculated to meet Title 24 compliance should not be compared with square footage areas for other purposes. HVAC SIZING Page 10 HVAC Project Title.......... Wallace Custom Home Date..06/15/04 16:22:35 Project Address........ Surveyor s Way Bangor, CA *v6.01* Documentation Author... Elizabeth Smithwick ******* Building Permit # CompuCalc 23318 Lone Pine Dr Plan Check / Date Auburn, CA 95602 530-268-8722 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-WALLACE Wth-CTZllS92 Program -HVAC SIZING User#-MP1630 User-CompuCalc Run -Custom Home GENERAL INFORMATION Floor Area ................. 4384 sf Volume ..................... 39191 cf Front Orientation.......... Front Facing 260 deg (W) Sizing Location............ OROVILLE RS Latitude ................... 39.5 degrees Winter Outside Design...... 30 F Winter Inside Design....... 70 F Summer Outside Design...... 104 F Summer Inside Design....... 78 F Summer Range ............... 37 F Interior Shading Used...... No Exterior Shading Used...... No Overhang Shading Used...... No Latent Load Fraction....... 0.20 HEATING AND COOLING LOAD SUMMARY Heating Cooling Description (Btuh) (Btuh) Opaque,Conduction and Solar...... 21340 10813 Glazing Conduction ............... 10485 6816 Glazing Solar..... ............. n/a 27533 Infiltration ..................... 22292 9152 Internal Gain .................... n/a 3000 Ducts............ .............. 5412 5731 Sensible Load .................... 59529 63044 Latent Load ...................... n/a 12609 Minimum Total Load 59529 75653 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, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. HVAC SIZING Page 11 HVAC Project Title.......... Wallace Custom Home Date..06/15/04 16:22:35 MICROPAS6 v6.01 File-WALLACE Wth-CTZ11S92 Program -HVAC SIZING User#-MP1630 User-CompuCalc Run -Custom Home HEATING AND COOLING LOAD SUMMARY BY ZONE ZONE 'HOUSE' Floor Area ....................... 3133 sf Volume ........................... 27932 cf Heating Description (Btuh) Opaque Conduction and Solar...... 13957 Glazing Conduction ............... 7502 Glazing Solar .................... n/a Infiltration ..................... 15888 Internal Gain .................... n/a Ducts ............................ 3735 Sensible Load .................... 41081 Latent Load ...................... n/a Minimum Zone Load 41081 ZONE 'LWRFLR' Floor Area ....................... 1251 sf Volume ........................... 11259 cf Heating Description (Btuh) Opaque Conduction and Solar.:.... 7383 Glazing Conduction ............... 2983 Glazing Solar .................... n/a Infiltration ..................... 6404 Internal Gain .................... n/a Ducts............................ 1677 Sensible Load .................... 18448 Latent Load ...................... n/a Minimum Zone Load 18448 Cooling (Btuh) 8884 4876 18018 6523 2130 4043 44474 8895 S.JJby Cooling (Btuh) iyLy 1939 9514 2629 870 1688 18570 3714 22284 MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 12 MF -1R Ngte: 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 -factor in metal frame walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors. 150(1): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets insulation 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 -factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(g): Vapor barriers mandatory in Climate Zones 14& 16 only. n/a 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. n/a 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. .f 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. ,f 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. 150(1): Setback thermostat on all applicable heating and/or cooling systems. 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor 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 system, 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. MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 13 MF -1R SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- er ment *150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and in- sulated, to meet,the requirements of the 1998 CMC sections 601, 603, and 604, and standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in 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. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber addhesive duct tapes unless such tape is used in combination with mastic and drawbands. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. J 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. n/a 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). 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 have either 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. J • I� II�IIII IIII C13MPUS Inc. This design prepared from computer input by IIIIIIIIIIIIIII�IIIIIIIIIIIIIIIIIIIIIIIIIIIII nnnnn LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL(S) TOP CHORDS: 2x 4 OF #1 1- 9 BOTTOM CHORDS: 2x 6 OF k1 1. 6 WEBS: 2x 4 OF N1 1.11 TC LATERAL SUPPORT <= 12 OC. LION. BC LATERAL SUPPORT <= 12°OC. LION. NOTE: 1x3 BRACING AT 24'OC UON. FOR ALL FLAT TOP CHORD AREAS NOT SHEATHED OVERHANGS: 0.0° 24.0° Reactions: 3098 3226 ti C -4x9 0 C? 0 Scale: 3/16° 12 R nn f,7' 38-09-08 GIRDER SUPPORTING 6-00-00 LOAD DURATION INCREASE = 1.25 + LOADING TC UNIF LL( 32.0)+DL( 28.0)= 60.0 PLF 0'- 0.0° TO 38'- 9.5' V 8C UNIF LL( 31.9)+DL( 68.0)= 99.9 PLF 0'- 0.0' TO 38'- 9.5' V 12-11-05 12-10.14 C -7x7.7 C -2.5x7.7 C -7x7.7 Trans ID: 164369 UBC 97/TPI SINGLE MEMBER FORCES 4W (GDF) T 1= -4690 B 1= 3781 W 1= -99 W10= 762 T 2= -4541 B 2= 3480 W 2= 763 W11= -98 T 3= -3790 B 3= 3608 W 3= -578 T 4= -3121 B 4= 3608 W 4= 1711 T 5= -3120 B 5= 3480 W 5= -766 T 6= -3790 8 6= 3780 W 6= 689 T 7= -4540 W 7= -766 T 8= -4689 W 8= 1711 T 9= 0 W 9= -578 LEFT = 3102 RIGHT = 3102 BEARING AREA REQUIRED (SO. IN) BRG @ 0'- 0.0' 4.96 OF / 7.66 HF / 7.30 SPF BRG @ 38'- 9.5" 4.96 OF / 7.66 HF / 7.30 SPF MAX LL DEFL = -0.133' (L/3447) @ 19'- 4.7' L/240 = 1.910° MAX TL DEFL = -0.334' (L/1372) @ 19'- 4.7° L/180 = 2.547' MAX HORIZ. LL DEFL = 0.048' @ 38'- 6.0' MAX HORIZ. TL DEFL = 0.119' @ 38'- 6.0' 12-11-05 12 8-00 "�rG , 0-70.7(S). 38-09-08 2-00-00 -11- "a Wa C 446164 WARNINGS: General Notes, unless othelvvise noted: 1. Read all General Notes and Warnings before construction of trusses. 1. Design to support loads as shown. 2. Builder and erection contractor should be advised of all General Notes and 2. Design assumes the top and bottom chords to be laterally braced at FILE N0.: HIP -A Warnings before construction commences. 2'-0' o.c. and at 10'-0" o.c. respectively unless braced throughout their • 3. 2x4 compression web bracing must be Installed where shown+, 4. All lateral force resisting elements such as temporary and bracing, length by continuous sheath in . 3 2x m aC! bfidging Or lateral b�icing required where shown ++ DATE: 9/6/2006 permanent must be designed and provided by designer of complete structure. 4. Installation of Cruss Is the ren onsiblli of the respective contractor. S. Design trusses �o be in CompuTrus assumes no responsibility for such bracing. assumes are us a non -corrosive environment, and are for "dry condition" of use. • 6. No load should be applied to any component until after all bracing and 6. Design assumes full bearing at all supports shown. Shim or wedge if DES. BY fasteners are complete, and at no time should any loads greater than design necessary. 'bads be applied to any component. 7. Design assumes adequate drainage is provided. 8. Plates shall be located on both faces o truss, and placed so their Center SEQc. ": 6. CompuTrus has no control over end assumes no responsibility for the fabrication, Installation lines coincide with joint center lines. ,. 936320 • handling, shipment and of components. 7. This design is furnished subject to the limitations on truss designs set forth 9, Digits indicate size of plate in inches. 10. For basic design values of the CompuTrus Plate, indicated by the prefix - by TPI in M113.91 or TPIIWTCA in SCSI 1.03 copies of which will be furnished "C", see I. C.B.D. R. R. 4211. by CompuTrus upon request. 11. The CompuT1Bgarus Net Section Plate is indicated by the prefix "CN" the designator (18) indicates . material is used. All others are 2b ga. 2-00-00 -11- "a Wa C 446164 ' �lllil II I II IIII//\Camparus Inc. This design prepared from computer input by I IIIIII VIII VIII VIII VIII VIII VIII IIII IIII LUMBER SPECIFICATIONS SIZE SPECIE GRADE TOP CHORDS: 2x 4 OF k1 BOTTOM CHORDS: 2x 4 OF N1 WEBS: 2x 4 OF H1 TC LATERAL SUPPORT <= 12°OC. UON. BC LATERAL SUPPORT <= 12°OC. UON. C -2.5x 2-11-00 12 8.00 V TRUSS SPAN 12'- 10.9" LOAD DURATION INCREASE = 1.25 SPACED 24.0° O.C. LOADING LL( 16.0)+DL( 14.0) ON TOP CHORD = 30.0 PSF DL ON BOTTOM CHORD = 10.0 PSF* TOTAL LOAD = 40.0 PSF* *5 PSF REDUCTION TAKEN ON BOTTOM CHORD, AXIAL STRESS ONLY. `II1111MM Trans ID: 164369 ■ ** 2x4 stripping required as shown Join to bottom section of truss with (2)-16d nails and top section with (2)-16d toenailed to stripping. Stripping spaced at 24ao.c. max. NOTE: CAP TRUSS CONNECTIONS DESIGNED FOR VERTICAL GRAVITY LOADS ONLY. 2-11-00 12 Q 8.00 BUTTE �0CUNTY 3UILDING DIVISION APPROVED .5x4.3 C?�— WARNINGS: General Notes, unless Otherwise noted: f. Read all General Notes and Warnings before constructlon of trusses. 1. Design to support loads as shown. z. Builder and erection contractor should be advised of all General Notes and 2. Design assumes the top and bottom chords to be laterally braced at FILE NO.: CAP o 2'-0' o.c. and at 10'-0" o.c. respectively unless braced throughout their �\ J. zx4 compression web bracing must be Installed where shown +. 4. All lateral force resisting elements such as temporary and permanent bracing, IBn gr by conflnUOUS sheathing. 3 2x fm act bridg9ing or lateral bracing required where shown ++ DATE: 9/6/2006 must be designed and provided b designer of complete structure. 9 Y — — — — — — — — — — — — — — — — \ assumes are used a noncorrosive environment, and are for "dry condition" of use. o S. No load should be applied to any component until after all bracing and 6. Design assumes full bearing at all supports shown. Shim or wedge if DES. BY: PZ ** ** ** *r ** ** *► ** loads be applied to any component. 8. Plates shall be located on both faces of truss, and placed so their center SEQ 3036321 • s. CompuTrus hes no control over end assumes no responsibility for the fabrication, handling, installation lines coincide with joint center lines. .: shipment and of components. 7. This design is furnished subject to the limitations on truss designs set forth C -1.5x2.6 C -2.5x4.3 by TPI in lg6.91 or TPIMRCA In scat f -0z copies of which will be furnished "C", see I. C.B.D. R.R. 4211. STRUCTURAL TRUSS BELOW. 12-10-14 D/d CP "M C 846164 WARNINGS: General Notes, unless Otherwise noted: f. Read all General Notes and Warnings before constructlon of trusses. 1. Design to support loads as shown. z. Builder and erection contractor should be advised of all General Notes and 2. Design assumes the top and bottom chords to be laterally braced at FILE NO.: CAP Warnings before construction commences. 2'-0' o.c. and at 10'-0" o.c. respectively unless braced throughout their J. zx4 compression web bracing must be Installed where shown +. 4. All lateral force resisting elements such as temporary and permanent bracing, IBn gr by conflnUOUS sheathing. 3 2x fm act bridg9ing or lateral bracing required where shown ++ DATE: 9/6/2006 must be designed and provided b designer of complete structure. 9 Y 4• InstalPation of Cruss is the respponsibility of the respective contractor. S. Design trusses to be in CompuTms assumes no responsibility for such bracing. assumes are used a noncorrosive environment, and are for "dry condition" of use. S. No load should be applied to any component until after all bracing and 6. Design assumes full bearing at all supports shown. Shim or wedge if DES. BY: PZ fasteners arecomplete, and at no time should any loads greater than design necessary. 7. Design assumes adequate drainage is provided. loads be applied to any component. 8. Plates shall be located on both faces of truss, and placed so their center SEQ 3036321 • s. CompuTrus hes no control over end assumes no responsibility for the fabrication, handling, installation lines coincide with joint center lines. .: shipment and of components. 7. This design is furnished subject to the limitations on truss designs set forth 9. Digits indicate size of plate in inches. 10. For basic dealpn values of the CompuTrus Plate, indicated by the prefix - by TPI in lg6.91 or TPIMRCA In scat f -0z copies of which will be furnished "C", see I. C.B.D. R.R. 4211. by CompuTrus upon request. 11. The,CompuTrus. Net Section Plate is indicated by the prefix "CN" the designator (1 8) indicates 18 ga. mater alis used. All others ere 2b ga. CP "M C 846164 CompuTrus Inc. LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL(S) TOP CHORDS: 2x 4 OF M1 1- 7 BOTTOM CHORDS: 2x 4 OF k1 1. 6 WEBS: 2x 4 OF N1 1. 9 TC LATERAL SUPPORT <= 12'OC. UON. BC LATERAL SUPPORT <= 12'OC. UON. ------------------------------------- NOTE: 1x3 BRACING AT 24'OC UON. FOR ALL FLAT TOP CHORD AREAS NOT SHEATHED =------------------------------------ ------------------------------------- OVERHANGS: 0.0' 24.0' Reactions: 1547 1676 This design prepared from computer input by TRUSS SPAN 38'- 9.5' LOAD DURATION INCREASE = 1.25 SPACED 24.0' O.C. LOADING LL( 16.0)+DL( 14.0) ON TOP CHORD = 30.0 PSF OL ON BOTTOM CHORD = 10.0 PSF TOTAL LOAD = 40.0 PSF 12-11-05 12-10-14 12.11-05 UBC 97/TPI SINGLE MEMBER FORCES 4W (GDF) T 1= -2386 B 1= 1882 W 1= 130 W 8= -416 T 2= -1957 B 2= 1880 W 2= -417 W 9= 130 T 3= -1534 B 3= 1793 W 3= 696 T 4= -1534 B 4= 1793 W 4= -409 T 5= -1956 8 5= 1879 W 5= 138 T 6= -2387 B 6= 1881 W 6= -409 T 7= 0 W 7= 696 LEFT = 1552 RIGHT = 1552 BEARING AREA REQUIRED (SO. IN) BRG @ 0'- 0.0" 2.48 OF / 3.83 HF / 3.65 SPF BRG @ 38'- 9.5' 2.48 OF / 3.83 HF / 3.65 SPF MAX LL DEFL = -0.075' (L/6113) @ 19'- 4.7' L/240 = 1.910' MAX TL DEFL = -0.191° (L/2400) @ 19'- 4.7' L/180 = 2.547' MAX HORIZ. LL DEFL = 0.038' @ 38'- 6.0' MAX HORIZ. TL DEFL = 0.095' @ 38'- 6.0' 12 C-44.3 C 2.5x7.7 C-44.3 12 e.o0 (7 `18.00 cale: 3/16' 08 NAME: ;r C-5x5.1(S) .DING DIV13`310N' %pi�0VED 38-09-08 2-00-00 Notes, unless otherwise noted: - jn to support loads as shown. In assumes the top and bottom chords to be laterallybraced at o.c. and at 10'-0" o.c. respectively unless braced throughout their In by continuous sheathing. Pact orior lateral bracing required where shown ++ ation of ffuss Is the respponsibility, of the respective contractor. 1n assumes trusses are 10 be used in a noncorrosive environment, Ire for "dry condition" of use In assumes full bearing at all supports shown. Shim or wedge if I-sary. n assumes adequate drainage is provided. s shall be located on both faces of truss, and placed so their center coincide with joint center lines. I indicate size of plate in inches. asic design values of the CompuTrus Plate, indicated by the prefix Ne Q ql/o6 Nr N0. C 0461644 C WARNINGS: Gel 1. Read all General Notes and Warnings before construction of trusses. 1. 2. Builder and erection contractor should be advised of all General Notes and 2. FILE NO.: COM -1 Warnings before construction commences. J. 2x4 compression web bracing must be installed where shown +. 3 4. All lateral force resisting elements such as temporary and permanent bracing, 4 DATE: 9/6/2006 must be designed and provided by designer of complete structure. 5. CompuTrus assumes no responsibility for such bracing. S. No load should be applied to any component until after all bracing and 6. DES. BY: PZ fasteners are complete, and at no time should any loads greater than design loads be applied to any component. 7. 8' 6. CompuTrus has no control over and assumes no responsibility for the SEQ .: 3036322 fabrication, handling, shipment and installation of components. 9, 7. This design is furnished subject to the limitations on truss designs set forth 10. by TPI in MB -91 or TPIMRCA in SCSI 1-02 copies of which will be furnished by CompuTrus upon request. 11. Notes, unless otherwise noted: - jn to support loads as shown. In assumes the top and bottom chords to be laterallybraced at o.c. and at 10'-0" o.c. respectively unless braced throughout their In by continuous sheathing. Pact orior lateral bracing required where shown ++ ation of ffuss Is the respponsibility, of the respective contractor. 1n assumes trusses are 10 be used in a noncorrosive environment, Ire for "dry condition" of use In assumes full bearing at all supports shown. Shim or wedge if I-sary. n assumes adequate drainage is provided. s shall be located on both faces of truss, and placed so their center coincide with joint center lines. I indicate size of plate in inches. asic design values of the CompuTrus Plate, indicated by the prefix Ne Q ql/o6 Nr N0. C 0461644 C CompuTrus Inc. LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL(S) TOP CHORDS: 2x 4 OF N1 1- 6 BOTTOM CHORDS: 2x 4 OF @1 1- 6 WEBS: 2x 4 OF N1 1- 9 TC LATERAL SUPPORT <= 1210C. UON. BC LATERAL SUPPORT <= 12'OC. UON. NOTE: 1x3 BRACING AT 24'OC UON. FOR ALL FLAT TOP CHORD AREAS NOT SHEATHED 12-11.05 12 a nn r7 C -4x4.3 This design prepared from computer input by TRUSS SPAN 38'- 6.3' LOAD DURATION INCREASE = 1.25 SPACED 24.0' O.C. LOADING LL( 16.0)+DL( 14.0) ON TOP CHORD = 30.0 PSF DL ON BOTTOM CHORD = 10.0 PSF TOTAL LOAD = 40.0 PSF 12-10-14 C -2,5x7.7 C -4x4.3 12-08-01 UBC 97/TPI SINGLE MEMBER FORCES 4W (GDF) T 1= -2378 B 1= 1874 W 1= 130 W 7= 683 T 2= -1947 B 2= 1872 W 2= -417 W 8= -385 T 3= -1526 B 3= 1780 W 3= 690 W 9= 128 T 4= -1517 B 4= 1780 W 4= -401 T 5= -1935 B 5= 1837 W 5= 138 T 6= -2351 B 6= 1838 W 6= -416 LEFT = 1546 RIGHT = 1536 BEARING AREA REOUIRED (SO. IN) BRG @ 0'- 0.0' 2.47 OF / 3.82 HF / 3.64 SPF BRG @ 38'- 6.3' 2.46 OF / 3.79 HF / 3.61 SPF MAX LL DEFL = -0.074' (L/6172) @ 19'- 4.7' L/240 = 1.903' MAX TL DEFL = -0.187' (L/2442) @ 19'- 4.7' L/180 = 2.538' MAX HORIZ. LL DEFL = 0.038' @ 38'- 4.3' MAX HORIZ. TL DEFL = 0.094' @ 38'- 4.3' 12 `IR_no C-5x5.1(S) 38-06-04 Scale: 3/16" BUT 1 COU l 8 Y i BULD1N D1V13i�A?-y' APL, � V D -5x5.1 0 �m 0 0 1 ryr�r �� `4.:a�► bRq E 0 046164 WARNINGS: General Notes, unless otherwise noted: 1. Read all General Notes and Warnings before construction of trusses. 1. Design t0 support loads as shown. 2. Builder and erection contractor should be advised of all General Notes and 2. Design assumes the top and bottom chords to be laterally braced at FILE NO.: COM -2 Warnings before construction commences. 2'-6 0.c. and at 10'-0" o.c. respectively unless braced throughout their ' J. 2x4 compression web bracing must be Installed where shown +, 4. All lateral force restating elements such as temporary and permanent bracing, lenggth by Continuous sheathingg. 3 2x rmpad bridgging or lateral bficing required where shown + + DATE: 9/612006 must be designed and provided by designer o1 complete structure. P 4. InSlatlation Of frusa Is the res onsibility of the respective contractor. 5. Design assumes trusses are �o be used In a noncorrosive environment, CompuTrus assumes no responsibility for such bracing. and are for "dry condition" of use. 6. No load should be applied to any component until after all bracing and 6. Design assumes full bearing at all supports shown. Shim or wedge if DES. BY: PZ fasteners are complete, and at no time should any loads greater than design loads be applied to any component.7. necessary. Design assumes adequate drainage is provided. SEQ.: 3036323 S. CompuTrus has no control over and assumes no responsibility for the fabrication, handling, installation 8. Plates shell be located on both faces oT truss, and placed so their Center lines Coincide with joint center shipment and of components. T. This design is furnished subject to the limitations on truss designs set forth inclines. 9. Digits indicate size of plate in inches. 10. For basic deslpn values of the CompuTrus Plate, indicated by the prefix byTPI in MB -91 or TPMCA in SCSI 1-02 copies of which will be furnished by CompuTrus upon request. "C", see I.C.B.D. R.R. 4211. 11. The:CompuTeus: Net Sedi on Plate 1s indicated by the refix BUT 1 COU l 8 Y i BULD1N D1V13i�A?-y' APL, � V D -5x5.1 0 �m 0 0 1 ryr�r �� `4.:a�► bRq E 0 046164 // `CompuTrus nInc. This design prepared from computer input by I IIIIII VIII VIII VIII VIII VIII VIII IIII IIII ��n�,��,-. Trans ID: 164369 LUMBER SPECIFICATIONS SIZE SPECIE GRADE TOP CHORDS: 2x 4 OF #1 BOTTOM CHORDS: 2x 4 OF #1 WEBS: 2x 4 OF H1 TC LATERAL SUPPORT <= 12"OC. LION. BC LATERAL SUPPORT <= 12"OC. UON. C-2 Scale: 1/2" FILE NO.: CAP -1 DATE: 9/6/2006 DES. BY: PZ SEQ.: 3036324 TRUSS SPAN 12'- 10.9° LOAD DURATION INCREASE = 1.25 SPACED 24.0° O.C. LOADING LL( 16.0)+DL( 14.0) ON TOP CHORD = 30.0 PSF DL ON BOTTOM CHORD = 10.0 PSF* TOTAL LOAD = 40.0 PSF* *5 PSF REDUCTION TAKEN ON BOTTOM,CHORD, AXIAL STRESS ONLY. 6-05-07 ** 2x4 stripping required as shown Join to bottom section of truss with (2)-16d nails and top section with (2)-16d toenailed to stripping. Stripping spaced at 24"o.c. max. NOTE: CAP TRUSS CONNECTIONS DESIGNED FOR VERTICAL GRAVITY LOADS ONLY. 12 12 A.nO �/ C 4x4.3 18.00 ** C -1.5x2.6 STRUCTURAL TRUSS BELOW. i 12.10-14 WARNINGS: Rea a General Notes and Warnings before construction of trusses. 1. d II O 1 g 2. Builder and erection contractor should be advised of all General Notes and Warnings before construction commences. 3. 20 compression web bracing must be Installed where shown +. 4. All lateral force resisting elements such as temporary and permanent bracing, must be designed and provided by designer of complete structure. CompuTrus assumes no responsibility for such bracing. S. No load should be applied to any component until after all bracing and fasteners are complete, and at no time should any loads greater then design loads be applied to any component. e. CompuTrus has no control over and assumes no responsibility for the fabrication, handling, shipment and installation of components. 7. This design is furnished subject to the limitations on truss designs set forth aB by TPI In M 91 or TpIl1NTCA in BCSI t-03 copies of which will be furnished by CompuTrus upon request. General Notes, unless otherwise noted: 1. Design to support loads as shown. 2. Design assumes the top and bottom chords to be laterally braced at 2'-0' o.c. and at 10'-0' o.c. respectively unless braced throughout their lenggth by continuous shealhin . 3. 2x fm act bridging or lateral blgking required where shown ++ 4. Installation of russ is the respponsibility of the respective contractor. 5. Design assumes trusses are 10 be used in a non -corrosive environment, and are for "dry condition" of use. 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes adequate drainage is rovided. 8. Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. 9.Digits Indicate size of plate in inches. 10. For basicdesign values of the CompuTrus Plate, indicated by the prefix "C", see I. C.B.D. R. R. 4211. 11. The CompuTrus Net Section Plate is indicated by the profs "CN" the designator (18) indicates 18 ga. material is used. All others are 2b ga. .5x4.3 I\ � ,wIf 0e 0 48 16 _! W _ I IIIII II I II IIII CompuTrus Inc.^� This design prepared from computer input by I (IIIII IIIII IIIII VIII VIII VIII VIII IIII IIII LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL(S) TOP CHORDS: 2x 4 OF #1 1- 8 BOTTOM CHORDS: 2x 4 OF b1 1- 5 WEBS: 2x 4 OF lit 1-11 TC LATERAL SUPPORT <= 12'OC. UON. BC LATERAL SUPPORT <= 12'OC. LION. NOTE: 1x3 BRACING AT 24'OC LION. FOR ALL FLAT TOP CHORD AREAS NOT SHEATHED OVERHANGS: 24.0' 0.0' Reactions: 1665 1537 0 31L O O TRUSS SPAN 38'- 6.3' LOAD DURATION INCREASE = 1.25 SPACED 24.0' O.C. LOADING LL( 16.0)+DL( 14.0) ON TOP CHORD = 30.0 PSF DL ON BOTTOM CHORD = 10.0 PSF TOTAL LOAD = 40.0 PSF Trans ID: 164369 UBC 971TPI SINGLE MEMBER FORCES 4W (GDF) T 1= 0 B 1= 1864 W 1= 123 W 9= 340 T 2= -2366 B 2= 1862 W 2= -410 W10= -1709 T 3= -1941 B 3= 1732 W 3= 703 W11= -97 T 4= -1521 B 4= 1633 W 4= -371 T 5= -1711 B 5= 1014 W 5= -65 T 6= -1218 W 6= 245 T 7= -1538 W 7= 730 T 8= 99 W 8= 528 LEFT = 1541 RIGHT = 1541 BEARING AREA REQUIRED (SO. IN) BRG @ 0'- 0.0" 2.47 OF / 3,80 HF / 3.63 SPF ERG @ 38'- 6.3' 2.47 OF / 3.80 HF / 3.63 SPF MAX LL DEFL = -0.065' (L/7026) @ 18'- 4.1' L/240 = 1.903' MAX TL DEFL = -0.161' (L/2836) @ 18'- 4.1' L/180 = 2.538' MAX HORIZ. LL DEFL = 0.033' @ 38'- 2.8" MAX HORIZ. TL DEFL = 0.081' @ 38'- 2.8' 12-11-05 16-04-14 9-02-01 ,4C-40.3 C -4x4.3 12 R.onf7 C -2.5x4.3 C -2.5x4.3 �18.a0 D�TTE r-C.°HS� I Y 3IJI-DING DIVISION C-3x4.3(S) i.19-03-02 ' �19-03-02 2-00-0d0 38-06-04 Scale: 3/16' JOB NAME: WARNINGS: General Notes, unless otherwise noted: 1. Read all General Notes and Warnings before construction of tmsses. 1. Design to support loads as shown. z. Builder and erection contractor should be advised of all General Notes and 2. Design assumes the top and bottom chords to be laterally braced at FILE NO.: COM -3 Warnings before construction commences. 2'-0' o.c. and at 10'-0" o.c. respectively unless braced throughout their • 3. zxd compression with bracing must be Installed where shown +. 4. All lateral force realsling elements such as temporary and bracing, length byy continuou9 SheSthinGg 3 2x fm act bridping or lateral Mcing required Where shown ++ DATE: 9/6/2006 permanent must be designed and provided by designer of complete structure. 4. InstalPation of CCruss is the respponsibility, of the respective contractor. 5. Design assumes trusses are to be used in a non -corrosive environment, CompuTms assumes no responsibility for such bracing. and are for "dry condition" of use. _ S. No load should be applied to any component until after all bracing and 6. Design assumes full bearing at all supports shown. Shim or wedge if DES. BY: PZ fastenam are complete, and at no time should any loads greater than design loads be applied to any component. races' 7. Design assumes adequate drainage Is provided. 8. Plates shall be located on both faces of truss, and placed so their Center c� 3036325 s. CompuTms has no contral over and assumes no responsibility for the fabrication, handling, installation ru coincide with joint center lines. v7EQ .. shipment and of components. T. This design Is furnished subject to the limitations on truss designs set forth 9.es Igits Indicate size o1 plate in inches. 10. For basic deslgn values of the CompuTrus Plate, indicated by the prefix by TPI In 196.91 or TPUWrCA In BCSI 1-03 copies of which will be furnished by CompuTms upon request. "C", see I.C.B.D. R.R. 4211. �Y 11 dealgnartor (18)sindicates 18 galematerialiris tusecr. the are 2b the 1.5x2.6 in 0- C; N gi�lo� W0: 0`046 1t �lllll II �� IIII CompuTrus Inc. LUMBER SPECIFICATIONS SIZE SPECIE GRADE TOP CHORDS: 2x 4 OF N1 BOTTOM CHORDS: 2x 4 OF k1 WEBS: . , 2x 4 OF M1 TC LATERAL SUPPORT <= 12°OC. UON. BC LATERAL SUPPORT <= 12°OC. UON. C-2.° N�O O / Scale: 3/8" JOB NAME: FILE NO.: CAP -2 —DATE: 9/6/2006 DES. BY: PZ SEQ.: 3036326 7-01-03 This design prepared from computer input by I IIIIII VIII VIII VIII VIII VIII VIII IIII IIII Trans ID: 164369 7.3.OTf1L1-E TRUSS SPAN 16'- 4.9" LOAD DURATION INCREASE = 1.25 ** 2X4 stripping required as shown Join to bottom SPACED 24.0° O.C. section of truss with (2)-16d nails and top section LOADING with (2)-16d toenailed to stripping. LL( 16.0)+DL( 14.0) ON TOP CHORD = 30.0 PSF DL ON BOTTOM CHORD = 10.0 PSF* Stripping spaced at 24"o.c. max. TOTAL LOAD = 40.0 PSF* *5 PSF REDUCTION TAKEN ON BOTTOM CHORD, AXIAL STRESS ONLY. NOTE: CAP TRUSS CONNECTIONS DESIGNED FOR VERTICAL GRAVITY LOADS ONLY. 2-02-08 7-01-03 12 r_r;va G -5x6 12 BUTTE COUNTY APPROVED 5x4.3 N \ O \ O c E Na, C 046164,.. C-1 .5x2.6 C -2.5x4.3 STRUCTURAL TRUSS BELOW. L - 16.04-14• WARNINGS: General Notes, unless otherwise noted: 1. Read all General Notes and Warnings before construction of trusses. 1. Design to support loads as shown. 2. Builder and erection contractor should be advised of all General Notes and 2. Design assumes the top and bottom Chords to be laterally braced at Warnings before construction commences. 2'-0' o.c. and at 10'-0" o.c. respectively unless braced throughout their 2. 2x4 compression web bracing must be Installed where shown +. 4. All lateral force resisting elements such as temporary and bracing, length by continuous sheathingg. 3. 2x fm act boldgqing or lateral bracing required where shown ++ permanent must be designed and by designer of complete structure. 4. InsialPation off. S is the reS onsibllity of the respective Contractor. S. Design trusses tPo be in provided CompuTrus assumes no responsibility for such bracing. assumes are used a non -corrosive environment, and are for "dry condition" of use. S. No load should be applied to any component until after all bracing and 6. Design assumes full bearing at all supports shown. Shim or wedge if _ fasteners are complete, and at no time should any loads greater than design necessary. 7. Design assumes adequate drainage is provided. loads be applied to any component. 8. Plates shall be located on both faces of truss, and placed 60 their center 6. CompuTrus has no control over and assumes no responsibility for the lines coincide with joint Center fabrication, handling, shipment and installation of components. inches. 9. Digits indicate size plate m inches. T. This design is famished subject to the limitations on truss designs set forth values 10. For basic design values of the CompuTnls Plate, indicated by the prefix by TPI in HIB -91 or TPUWTCA In SCSI 1-02 copies of which will be furnished"C", by Compu7rus upon request. see I.C.B.D. R. R. 4211. 11. The CampuTe s, Net Section Plate is indicated by the r2Ltx "C N" the BUTTE COUNTY APPROVED 5x4.3 N \ O \ O c E Na, C 046164,.. IIII II I II IIIICampuTF'us Inc. This design prepared from computer input by I IIIIII VIII VIII VIII VIII VIII VIII IIII IIII LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL(S) TOP CHORDS: 2x 4 OF k1 1- 8 BOTTOM CHORDS: 2x 4 OF N1 1- 5 WEBS: 2x 4 OF N1 1-11 TC LATERAL SUPPORT <= 12'OC. UON. BC LATERAL SUPPORT <= 12°OC. UON. NOTE: 1x3 BRACING AT 24'OC UON. FOR ALL FLAT TOP CHORD AREAS NOT SHEATHED OVERHANGS: 24,0° 0.0' Reactions: 1665 1537 TRUSS SPAN 38'- 6.2' LOAD DURATION INCREASE = 1.25 SPACED 24.0° O.C. LOADING LL( 16.0)+DL( 14.0) ON TOP CHORD = 30.0 PSF DL ON BOTTOM CHORD = 10.0 PSF TOTAL LOAD = 40.0 PSF Trans ID: 164369 UBC 97/TPI SINGLE MEMBER FORCES 4W (GDF) T 1= 0 B 1= 1864 W 1= 123 W 9= 340 T 2= -2366 B 2= 1862 W 2= -410 W10= -1709 T 3= -1941 B 3= 1732 W 3= 703 W11= -97 T 4= -1521 B 4= 1633 W 4= -371 T 5= -1711 B 5= 1014 W 5= -65 T 6= -1218 W 6= 245 T 7= -1538 W 7= -730 T 8= 99 W B= 528 LEFT = 1541 RIGHT = 1541 BEARING AREA REQUIRED (SO. IN) BRG @ 0'- 0.0' 2.47 OF / 3.80 HF / 3.63 SPF BRG @ 38'- 6.2° 2.47 OF / 3.80 HF / 3.63 SPF MAX LL DEFL = -0.065' (1./7026) @ 181- 4.1' L/240 = 1.903° MAX TL DEFL = -0.161' (L/2836) @ 18'- 4.1' L/180 = 2.537' MAX HORIZ. LL DEFL = 0.033° @ 38'- 2.7' MAX HORIZ. TL DEFL = 0.081° @ 38'- 2.7' 12-11-05 16-04-14 9-02-01 12 R.00F% C-40.3 C-2.50.3 C -2.5x4.3 C 4x4.3 X18.00 2-00-00 Scale: 3/16' FILE NO.: COM -4 DATE: 9/6/2006 DES. BY: PZ SEQ.: 3036327 19-03.02 C-3x4.3(S) 38.06-04 WARNINGS: 1. Read all General Notes and Warnings before construction of trusses. i. Builder and erection contractor should be advised of all General Notes and Warnings before construction commences. J. 2x4 compression web bracing must be Installed where shown+. 4. All lateral force restating elements such as temporary and permanent bracing, must be designed and provided by designer of complete structure. CompuTrus assumes no responsibility for such bracing. 5. No load should be applied to any component until after all bracing and fasteners are complete, and at no time should any loads greater than design loads be applied to any component. 6. CompuTrus has no control over and assumes no responsibility for the fabrication, handling, shipment and installation of components. T. This design Is furnished subject to the limitations on truss designs set forth by TPI In HIB -91 or TPIIWTCA In BCSI 1-02 copies of which will be furnished by CompuTrus upon request. 19-03.02 General Notes, unless otherwise noted: 1. Design to support loads as shown. 2. Design assumes the top and bottom chords to be laterally braced at 2'-0' o.c. and at 10'-0' o.c. respectively unless braced throughout their lenggth by continuous sheathing. 3. 2x fm of g act br dyinar lateral bracing required where shown + + 4. Installation ru a is the respponsibility of the respective contractor. 5. Design assumes trusses are to be used in a noncorrosive environment, and are for "dry condition" of use. 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes adequate drainage is provided. 8. Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. 9. Digits indicate size of plate in inches. 10. For basic desigpn values of the CompuTrus Plate, indicated by the prefix "C", see I.C.B.D. R.R. 4211. 11 designator (18)sindicatest18 Plate terial is used. All others are "CN" the SU" DING Div ISIS APPROVED 1.5x2.6 0 0 N P glpp�lppogg No. V ®TVle CompuTrus Inc. This design prepared from computer input by I IIIIII VIII VIII VIII VIII VIII VIII IIII IIII Trans ID: 164369 LUMBER SPECIFICATIONS TRUSS SPAN 40'- 0.8° UBC 97/TPI SINGLE MEMBER FORCES 4W (GDF) LOAD DURATION INCREASE = 1.25 T 1= 0 B 1= 1564 W 1= 123 Wll= -1607 SIZE SPECIE GRADE PANEL(S) SPACED 24.0° O.C. T 2= -2015 8 2= 1562 W 2= -396 W12= -138 TOP CHORDS: 8.00 T 3= -1599 B 3= 1328 W 3= 518 W13= -39 2x 4 OF #1 1-10 LOADING T 4= -1236 8 4= 1110 W 4= -162 BOTTOM CHORDS: LL( 16.0)+DL( 14.0) ON TOP CHORD = 30.0 PSF T 5= -1249 B 5= -21 W 5= -247 2x 4 OF #1 1- 6 OL ON BOTTOM CHORD = 10.0 PSF T 6= -568 B 6= 66 W 6= 438 WEBS: TOTAL LOAD = 40.0 PSF T 7= -755 W 7= -954 2x 4 OF #1 1-13 T B= 129 W 6= 118 �,� BUTT C a I V'T Y C -4x4.3 T 9= -85 W 9= 1003 TC LATERAL SUPPORT 12°OC. UON. T10= 0 W10= -1478 - BC LATERAL SUPPORT <= 12°OC. UON. �yli C 2.5x4.3 fi10 �•y� a a 001 SMo ?.�'3.4��1 C -2.5x7.7 C -2.5x4.3 LEFT = 1366 RIGHT = 211 ------------------------------------- NOTE: 1x3 BRACING AT 24°OC UON. FOR C-1 .5x2.6 INT. = 1628 @ 33'- 11.0" ALL FLAT TOP CHORD AREAS NOT SHEATHED L 16-00-00 18-00-12 ___________________ BEARING AREA REQUIRED (SO. IN) 33.10.00 6-02-12 L BRG @ 0'- 0.0° 2.19 OF / 3.37 HF / 3.21 SPF OVERHANGS: 24,0" 25.1° 34-00.12 BRG @ 33'- 11.0° 2.61 OF / 4.02 HF / 3.83 SPF Reactions: 1491 370 Scale: 1/8° BRG @ 40'- 0.8° 0.34 OF / 0.52 HF / 0.50 SPF gR f shJO / MAX LL DEFL = -0.048° (L/8286) @ 12'- 11.4° L/240 = 1.657° MAX TL DEFL = -0.116° (L/3428) @ 12'- 11.4° L/180 = 2.210° WARNINGS: 1. Read all General Notes and Warnings before construction of trusses. MAX LL DEFL = -0.001° (L/9999) @ 37'- 1.7" L/240 = 0.277" 7 MAX TL DEFL = -0.002° (L/9999) @ 37'- 1.7" L/180 = 0.369" 2. Design assumes the top and bottom chords to be laterally braced at MAX HORIZ. LL DEFL = 0.021" @ 33'- 11.0° 2'-0' o.c. and at 10'-0" o.c. respectively unless braced throughout their MAX HORIZ. TL DEFL = 0.053" @ 33'- 11.0° 12-11-06 16-04-12 10-08-10 2 C -4x4.3 C -2.5x4.3 C -2.5x4.3 C -4x4.3 12 8.00 8.00 C -4x6 C -2.5x4.3 + + + C -2.5x4.3 C 3x6 �,� BUTT C a I V'T Y C -4x4.3 o �yli C 2.5x4.3 fi10 �•y� a a 001 SMo ?.�'3.4��1 C -2.5x7.7 C -2.5x4.3 0-2.5x4.3 APPROVED C-1 .5x2.6 C-3x4.3(S) C -4x7.7 # PROVIDE FULL BEARING. - L 16-00-00 18-00-12 I 6.00-00 L L 33.10.00 6-02-12 L 2 -00 -?0 34-00.12 ,1, 6.00-00 �-01.02 Scale: 1/8° 40-00-12 gR f shJO / JOB NAME: "tel O WARNINGS: 1. Read all General Notes and Warnings before construction of trusses. General Notes, unless otherwise noted: 1. Design to support loads as shown. 7 2. Builder and erection contractor should be advised of all General Notes and 2. Design assumes the top and bottom chords to be laterally braced at FILE NO.: COM 2'-0' o.c. and at 10'-0" o.c. respectively unless braced throughout their -5 Warnings before construction commences. lenggth by continuous sheethin J. 20 compression web bracing must be Installed where shown+. 0. AO lateral force resisting elements each as temporary and permanent bracing, 3. 2x fm act bridgging or lateral biacing required where shown ++ W V 4 O�Q1�w DATE: 9/6/2006 must be designed and provided by designer o1 complete structure. 4. Installation of ffuss is the responsibility, of the respective contractor. 5. Design assumes trusses are o be used in a noncorrosive environment, O A - Compu7rus assumes no responsibility for such bracing. and are for "dry Condition" of use. • S. No load should be applied to any component until after all bracing and 6. Design assumes full bearing at all supports shown. Shim or wedge if DES. BY: PZ fasteners are complete, and at no time should any loads greater than design loads be applied to any component. necessary. 7. Design assumes adeqauate drainage isprovided. $EQ .. 3036328 S. CompuTrua hes no control over and assumes no responsibility for the fabrication, handling, shipment and Installation of components. 8. Plates shall be locate G on both faces otPtruss, and placed so their center IIneit coincide with joint center linea. 9. Digits indicate still of plate in inches. CJVI 4 c • 7. This design is furnished subject to the limitations on truss designs set forth 10. For basic desiggn values of the CompuTfus Plate, indicated by the prefixOF /���``O C by TPI In M&91 or TPUW7CA in BCSI 1-03 copies of which will be furnished by Compurrus upon request. C", see I.C.B.D. R.R. 4211. 11. The CompuTrus, Net Section Plate is indicated by the prefer "CN" the desi nator 18 Indicates 18 a. material is used. All others are 2b e. _- /,"Cam'PuTrus Inc. This design prepared from computer input by ,, /\ Trans ID: 164369 LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL(S) TOP CHORDS: 2x 4 OF q1 1. 7 BOTTOM CHORDS: 2x 4 OF k1 1- 5 WEBS: 2x 4 OF H1 1-10 TC LATERAL SUPPORT - 1210C. UON. BC LATERAL SUPPORT <= 12'OC. UON. ---------------------------------- - NOTE: 1x3 BRACING AT 24'OC UON. FOR ALL FLAT TOP CHORD AREAS NOT SHEATHED ------------------------------------- ------------------------------------- OVERHANGS: 24.0" 0.0' Reactions: 1403 1261 12-11-05 12 8.00 F-' TRUSS SPAN 31'- 9.5' LOAD DURATION INCREASE = 1.25 SPACED 24.0' O.C. LOADING LL( 16.0)+DL( 14.0) ON TOP CHORD = 30.0 PSF DL ON BOTTOM CHORD = 10.0 PSF TOTAL LOAD = 40.0 PSF 16-04-14 C -4x4.3 C -2.5x4.3 C -3x4.3 /.J.UII 1L1 -C UBC 97/TPI SINGLE MEMBER FORCES 4W (GDF) T 1= 0 B 1= 1492 W 1= 126 W 8= -31 T 2= -1912 B 2= 1491 W 2= -436 W 9= 1082 T 3= -1477 B 3= 1165 W 3= 454 W10= -1285 T 4= -1134 B 4= 887 W 4= -55 T 5= -1057 B 5= 11 W 5= -339 T 6= -284 W 6= 533 T 7= -358 W 7= -1063 LEFT = 1278 RIGHT = 1266 BEARING AREA REQUIRED (SO. IN) BRG @ 0'- 0.0' 2.04 OF / 3.15 HF / 3.01 SPF BRG @ 31'- 9.5' 2.03 OF / 3.13 HF / 2.98 SPF MAX LL DEFL = -0.045' (L/8322) @ 12'- 11.3° L/240 = 1.560' MAX TL DEFL = -0.109' (L/3435) @ 12'- 11.3' L/180 = 2.081' MAX HORIZ. LL DEFL = 0.019' @ 31'- 7.7' MAX HORIZ. TL DEFL = 0.048' @ 31'- 7.7' 2-05-05� 12 C-4x4.3Q8.00 -4x4.3 C-3x4.3(S) C-1.50.4 / I. L 14-00-00 17-09-08 2-00-00 31-09-08 Scale: 3/16' - r j�+ �� A 72 -�' S14!Q'► b1?4 Q�gl4�lo� HiQ. C o46i¢ WARNINGS: General Notes, unless otherwise noted: 1. Read all General Notes and Warnings before construction of trusses. 1. Design to support loads as shown. 2. Builder and erection contractor should be advised of all General Notes and 2. Design assumes the top and bottom chords to be laterally braced at FILE NO.: COM -6 Warnings before construction commences. 2'-0' o.c. and at 10'-0" o.c, respectively unless braced throughout their J. 2x4 compression web bracing must be Installed where shown +. 4. All lateral force resisting elements such as temporary and bracing, length by continuous sheathlnp. 3 2x m act bridqq'Ing or lateral bracingg required where shown ++ DATE: 9/6 /2006 permanent must be designed end provided by designer of complete structure. a 4. InstalPation of Cnlss is the respponsibility of the respective contractor. S. Design assumes trusses are to be used in a non -corrosive environment, • - CompuTms assumes no responsibility for such bracing. and are for "dry condition" of use. 5. No load should be applied to any component until after all bracing and 6. Design assumes full bearing at all supports shown. Shim or wedge if DES. BY: PZ fasteners are complete, and at no time should any loads greater than design roads be applied to any component. necessary. 7. Design assumes adequate drainage is provided. + : 3036329 SEQSEQ.: s. CompuTms has no control over and assumes no responsibility for the fabrication, handling, Installation S. Plates shall be located on both faces of truss, and placed so their center lines Coincide with joint Center lines. . shipment and of components. 7. This design is furnished subject to the limitations on truss designs set forth 9.Digits indicate size of plate in inches. A.For basic design values of the CompuTrus Plate, indicated by the prefix by TPI In MB -91 or TPIIW7CA in BC811-03 copies of which will be furnished by CompuTms upon request. "C", see I. C.B.D. R.R. 4211. 11. The CompuTrus Net Section Plate is indicated by the prefix "CN" the desianetor 1181 indicates 18 as. material is used. All others are 2b as. r j�+ �� A 72 -�' S14!Q'► b1?4 Q�gl4�lo� HiQ. C o46i¢ I IIII II I II //\C13Mi3uTrusuInc. This design prepared from computer input by I IIIIII VIII VIII VIII VIII VIII VIII IIII IIII Trans ID: 164369 LUMBER SPECIFICATIONS SIZE SPECIE GRADE TOP CHORDS: 2x 4 OF kt BOTTOM CHORDS: 2x 4 OF N1 WEBS: 2x 4 OF k1 TC LATERAL SUPPORT <= 12"OC. UON. BC LATERAL SUPPORT <= 12°OC. UON. C-2.5 TRUSS SPAN /6'- 4.9" LOAD DURATION INCREASE = 1.25 SPACED 24.0° O.C. LOADING LL( 16.0)+DL( 14.0) ON TOP CHORD = 30.0 PSF OL ON BOTTOM CHORD = 10.0 PSF* TOTAL LOAD = 40.0 PSF* *5 PSF REDUCTION TAKEN ON BOTTOM CHORD, AXIAL STRESS ONLY. 12 C-44.3 12 R nnl�7 '-, IR_nn ** 20 stripping required as shown Join to bottom section of truss with (2)-16d nails and top section with (2)-16d toenailed to stripping. Stripping spaced at 24"o.c. max. NOTE: CAP TRUSS CONNECTIONS DESIGNED FOR VERTICAL GRAVITY LOADS ONLY. ** BUTTE COUNTY BUILDING DIVISION 5x4.3 APPROVED Na0 046164 4F C-1 .5x2.6 1 STRUCTURAL TRUSS BELOW. 16-04-14 Scale: 3/8" JOB NAME: WARNINGS: General Notes, unless otherwise noted: 1. Read all General Notes and Warnings before construction of trusses. 1. Design to support loads as shown. z. Builder and erection contractor should be advised of all General Notes and 2. DeSi�gn assumes the top and bottom chords to be laterally braced at FILE NO.: CAP -3 Warnings before construction commences. 2'-0' o.c. and at 10'-0" o.c. respectively unless braced throughout their ]. 2x4 compression web bracing must be installed where shown+, 4. All lateral force resisting elements such as temporary and bracing, length by continuous sheathing. 3 2x fm act bridging or lateral tiPicing required where shown + + DATE: 9/6/2006 permanent must be designed end provided by designer o1 complete structure. 4. InstalPation of Truss is the resunsibili of the respective contractor. 5. Design assumes trusses are to be us�d in a noncorroslve environment, CompuTrus assumes no responsibility for such bracing. and are for "dry Condition" of use. 6. No load should be applied to any component until after all bracing and 6. Design assumes full bearing at all supports shown. Shim or wedge if DES. BY: PZ fasteners are complete, and at no time should any loads greater than design loads be applied to any component. necessary. 7. Design assumes adequate drainage is provided. for 8. Plates shall be located on both faces of truss, and placed so their center SEQ 3036330 6. CompuTrus has no control over and assumes no responsibility the fabHcation, handling, installation lines coincide with joint center lines. .: shipment and of components. T. This design is furnished subject to the 9mttatlons on truss designs set forth 9. Digits indicate size of plate in inches. 10. For basic design values of the CompuTrus Plate, indicated by the prefix "C by TPI in HIB -91 or TPUWTCA In BCSI 1-07 copies of which wi6 be furnished by CompuTrus upon request. see I.C.B.D. R.R. 4211. 11. The CompuTrus, Net Section Plate is indicated by the prefix "CN" the designator (181 indicates 18 as. materiel is used. All others are 2b as. ** BUTTE COUNTY BUILDING DIVISION 5x4.3 APPROVED Na0 046164 4F CompuTrus Inc. LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL(S) TOP CHORDS: 2x 4 OF #1 1- 7 BOTTOM CHORDS: 2x 4 OF f/1 1- 5 WEBS: 2x 4 OF H1 1-10 TC LATERAL SUPPORT <= 12"OC. UON. BC LATERAL SUPPORT <= 12'OC. UON. NOTE: 1x3 BRACING AT 24'OC UON. FOR ALL FLAT TOP CHORD AREAS NOT SHEATHED ------------------------------------- ------ ------------------------------- OVERHANGS: 24.0' 0.0' Reactions: 1403 1261 12-11-05 12 8.00 This design prepared from computer input by TRUSS SPAN 31'- 9.5' LOAD DURATION INCREASE = 1.25 SPACED 24.0' O.C. LOADING LL( 16.0)+DL( 14.0) ON TOP CHORD = 30.0 PSF DL ON BOTTOM CHORD = 10.0 PSF TOTAL LOAD = 40.0 PSF 16.04-14 C -4x4.3 C -2.5x4.3 C -3x4.3 UBC 971TPI SINGLE MEMBER FORCES 4W (GDF) T 1= 0 8 1= 1492 W 1= 126 W 8= -31 T 2= -1912 B 2= 1491 W 2= -436 W 9= 1082 T 3= -1477 B 3= 1165 W 3= 454 W10= -1285 T 4= -1134 B 4= 887 W 4= -55 T 5= -1057 B 5= 11 W 5= -339 T 6= -284 W 6= 533 T 7= -358 W 7= -1063 LEFT = 1278 RIGHT = 1266 BEARING AREA REQUIRED (SO. IN) 'RG @ 0'- 0.0' 2.04 OF / 3.15 HF / 3.01 SPF BRG @ 31'- 9.5' 2.03 OF / 3.13 HF / 2.98 SPF MAX LL DEFL = -0.045' (L/8322) @ 12'- 11.3° L/240 = 1.560' MAX TL DEFL = -0.109' (L/3435) @ 12'- 11.3' L/180 = 2.081' MAX HORIZ. LL DEFL = 0.019' @ 31'- 7.7' MAX HORIZ. TL DEFL = 0.048' @ 31'- 7.7' 2-05-05 12 C-4x4.3Q8.Do C-3x4.3(S) G -1.5x3.4 I. L 14-00-00 17-09-08 2-00-00 31-09-08 Scale: 3/16' -4x4.3 r` 0 BUTTE COUITY a noted: hown. bottom chords to be laterally braced at is pectively unless braced throughout their Mfacing required where shown ++ fonstbility of the respective contractor. o be used in a noncorrosive environment, use. at all supports shown. Shim or wedge if fall nage is provided. th Laces oftruss, and placed so their center it lines. I inches. a CompuTrus Plate, indicated by the prefix Plate is indicated by the prefix "CN", the BUILDIINIC DIVISION APPROVED IS' /a(0 6c-6c No. C 046164 OF WARNINGS: General Notes, 1. Read all General Notes and Warnings before construction of trusses. 1. Design to sL 2. Builder end erection contractor should be advised of all General Notes and 2. Design SSSL FILE NO.: COM -7 Warnings before construction commences. 2'-0'o.c.an 3. 2x4 compression web bracing must be installed where shown +. length by go 3 2x fm act bl 0. All lateral force resisting elements such as temporary and permanent bracing, 4. Instal x DATE: 9/6/2006 must be designed and provided by designer of complete structure. 5. Design asst CompuTrus assumes no responsibll'iry for such bracing. and are for' S. No load should be applied to any component until after all bracing and 6. Design aSSL DES. BY: PZ fasteners are complete, and at no time should any loads greater than designnecessary. loads be applied to any component 7. Design aSSL S. Plates shall SEQ 3036331 6. CompuTrus has no control over and assumes no responsibility for the fabrication, handling, Installation oolncic .: , -� catien, shipment and of components. 7. This design Is furnished subject to the limitations on truss designs set forth 9. Digits indica 10. For basic de by TPI in MB -91 or TPUMCA In BCSI 1-07 copies of which wig be fumished"C", see I.C. by CompuTrus upon request. 11. The Compu -4x4.3 r` 0 BUTTE COUITY a noted: hown. bottom chords to be laterally braced at is pectively unless braced throughout their Mfacing required where shown ++ fonstbility of the respective contractor. o be used in a noncorrosive environment, use. at all supports shown. Shim or wedge if fall nage is provided. th Laces oftruss, and placed so their center it lines. I inches. a CompuTrus Plate, indicated by the prefix Plate is indicated by the prefix "CN", the BUILDIINIC DIVISION APPROVED IS' /a(0 6c-6c No. C 046164 OF z^Cocnn�npujrusnInc. This design prepared from computer input by I IIIIII VIII VIII VIII VIII VIII VIII IIII IN Trans ID: 164369 LUMBER SPECIFICATIONS SIZE SPECIE GRADE TOP CHORDS: 2x 4 OF H1 BOTTOM CHORDS: 2x 4 OF H1 WEBS: 2x 4 OF 111 TC LATERAL SUPPORT <= 12°OC. UON. BC LATERAL SUPPORT <= 12°OC. UON. C-2.° TRUSS SPAN 16'- 4.9" LOAD DURATION INCREASE = 1.25 SPACED 24.0° O.C. LOADING LL( 16.0)+DL( 14.0) ON TOP CHORD = 30.0 PSF DL ON BOTTOM CHORD = 10.0 PSF* TOTAL LOAD = 40.0 PSF* *5 PSF REDUCTION TAKEN ON BOTTOM CHORD, AXIAL STRESS ONLY. 0 ** 2x4 stripping required as shown Join to bottom section of truss with (2)-16d nails and top section with (2)-16d toenailed to stripping. Stripping spaced at 24"o.c. max. NOTE: CAP TRUSS CONNECTIONS DESIGNED FOR VERTICAL GRAVITY LOADS ONLY. 4-00-09 8-03-12 4-00-09 12 12 8.00 V Q 8.00 r-5yA r-9 RvI d r, i C -2.5x4.3 Scale: STRUCTURAL TRUSS BELOW. 16-04-14 Notes, In to st ** ** ** C -2.5x4.3 S l,1 I .5x4.3 Ai !—DVEL) \ :I O \ O r noted: 'town. bottom chords to be laterally braced at ispectively unless braced throughout their nMcing required where shown ++ Dponsibility of the respective contractor. to be used in a noncorrosive environment, use. at all supports shown. Shim or wedge if coinage is provided. th faces otruss, and placed so their center :r lines. I inches. e CompuTrus Plate, indicated by the prefix l I �i/ acs N "M C 046164 WARNINGS: Ge 1. Read all General Notes and Warnings before construction of trusses. 1. 3. Builder and erection contractor should be advised o1 all General Notes and 2. FILE NO.: CAP4 Warnings before construction commences. S. 2x4 compression web bracing must be Installed whom shown +, 3. 4. All lateral force resisting elements such as temporary and permanent bracing, 4 DATE: 9/6/2006 must be designed and provided by designer of complete structure. 5. CompuTrus assumes no responsibility for such bracing. S. No load should be applied to any component until after all bracing and 6. DES. BY: PZ fasteners ere complete, and at no time should any loads greater than design loads be applied to any component. 7. 8' S. CompuTrus has no control over and assumes no responsibility for the SEQ .: 3036332 fabrication, handling, shipment and installation of components. 9. 7. This design Is furnished subject to the limitations on truss designs set forth 10. by TPI In HIB -91 or TPWYTCA in SCSI 1-03 copies of which will be furnished by CompuTrus upon request. 11. Notes, In to st ** ** ** C -2.5x4.3 S l,1 I .5x4.3 Ai !—DVEL) \ :I O \ O r noted: 'town. bottom chords to be laterally braced at ispectively unless braced throughout their nMcing required where shown ++ Dponsibility of the respective contractor. to be used in a noncorrosive environment, use. at all supports shown. Shim or wedge if coinage is provided. th faces otruss, and placed so their center :r lines. I inches. e CompuTrus Plate, indicated by the prefix l I �i/ acs N "M C 046164 IIIII II I II IIII^C0MPUTrUS Inc. This design prepared from computer input by I (IIIII IIIII IIIII VIII IIIII IIIII VIII IIII IIII LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL(S) TOP CHORDS: 2x 4 OF H1 1- 6 BOTTOM CHORDS: 2x 4 OF k1 1- 5 WEBS: 2x 4 OF k1 1- 7 TC LATERAL SUPPORT <= 12'01. LION. BC LATERAL SUPPORT <= 12'OC. UON. ------------------------------------- NOTE: 1X3 BRACING AT 24"OC UON. FOR ALL FLAT TOP CHORD AREAS NOT SHEATHED ----------------- OVERHANGS: 24.0° 0.0" Reactions: 1397 1267 0 0 0 12-11-05 12 a nn �� C -5.5x6 TRUSS SPAN 31'- 9.5' LOAD DURATION INCREASE = 1.25 SPACED 24.0' O.C. LOADING LL( 16.0)+DL( 14.0) ON TOP CHORD = 30.0 PSF DL ON BOTTOM CHORD = 10.0 PSF TOTAL LOAD = 40.0 PSF 5-10-14 C -4x4.3 12-11-05 12 ala nn 14-00-00 2-00-00 Scale: 3/16" C -3x4.3(5) 31-09-08 17-09-08 Trans ID: 164369 /.J.U111L1-t UBC 97/TPI SINGLE MEMBER FORCES 4W (GDF) T 1= 0 B 1= 1485 W 1= 130 T 2= -1903 8 2= 1483 W 2= -438 T 3= -1470 B 3= 1122 W 3= 394 T 4= -1124 B 4= 1484 W 4= 2 T 5= -1464 B 5= 1486 W 5= 393 T 6= -1903 W 6= -442 W 7= 131 LEFT = 1272 RIGHT = 1272 BEARING AREA REQUIRED (SO. IN) BRG @ 0'- 0.0' 2.03 OF / 3.14 HF / 2.99 SPF BRG @ 311- 9.5' 2.03 DF / 3:14 HF / 2.99 SPF MAX LL DEFL = -0.057' (L/6570) @ 12'- 11.3' L/240 = 1.560' MAX TL DEFL = -0.133' (L/2815) @ 12'- 11.3' L/180 = 2.081' MAX HORIZ. LL DEFL = 0.024' @ 31'- 6.0' MAX HORIZ. TL DEFL = 0.059' @ 31'- 6.0' Nes, unless otherwise noted: to support loads as shown. assumes the top and bottom chords to be laterally braced at and at 10'-0" o.c. respectively unless braced throughout their iy continuous shealhin9. ;ct bndp;ng or lateral Mi required where shown ++ ion of Cruss is the respponsibility of the respective contractor. assumes trusses are to be used in a noncorrosive environment, for "dry condition" of use. assumes full bearing at all supports shown. Shim or wedge if assumes adeyate drainage is provided. ;hall be located on both faces of truss, and placed so their center incide with joint centerlines. idicete size of plate in inches. is design values of the CompuTrus Plate, indicated by the prefix I I.C.B.O. R.R. 4211. mouTrus Net Section Plate is indicated by the orefix "CN". the - �n1k. , Et AI I� c gala 0' HM, C ®46164 . WARNINGS: Ge 1. Read all General Notes and Warnings before construction of trusses. 1. 2. Builder and erection contractor should be advised of ail General Notes and 2. FILE NO.: COM -8 Warnings before construction commences. 3. 2x4 compression web bracing must be installed where shown +. 3 4. Ali lateral force resisting elements such as temporary and permanent bracing, 4 DATE: 9/6/2006 must be designed and provided by designer of complete structure. 5. CompuTrus assumes no responsibility for such brecing. 6. No load should be applied to any component until after all bracing and 6. DES. BY: PZ fasteners are complete, and at no time should any loads greater than design 7. loads be applied to any component. a' 6. CompuTrus has no control over and assumes no responsibility for the SEQ.: 3036333 fabrication,handling, shipment and installation of components. g, 7. This design is furnished subject to the limitations on truss designs set forth 10. by TPI in 8691 or TPWV7CA In SCSI 1.03 copies of which will be furnished 19 by CompuTrus upon request. 11. 17-09-08 Trans ID: 164369 /.J.U111L1-t UBC 97/TPI SINGLE MEMBER FORCES 4W (GDF) T 1= 0 B 1= 1485 W 1= 130 T 2= -1903 8 2= 1483 W 2= -438 T 3= -1470 B 3= 1122 W 3= 394 T 4= -1124 B 4= 1484 W 4= 2 T 5= -1464 B 5= 1486 W 5= 393 T 6= -1903 W 6= -442 W 7= 131 LEFT = 1272 RIGHT = 1272 BEARING AREA REQUIRED (SO. IN) BRG @ 0'- 0.0' 2.03 OF / 3.14 HF / 2.99 SPF BRG @ 311- 9.5' 2.03 DF / 3:14 HF / 2.99 SPF MAX LL DEFL = -0.057' (L/6570) @ 12'- 11.3' L/240 = 1.560' MAX TL DEFL = -0.133' (L/2815) @ 12'- 11.3' L/180 = 2.081' MAX HORIZ. LL DEFL = 0.024' @ 31'- 6.0' MAX HORIZ. TL DEFL = 0.059' @ 31'- 6.0' Nes, unless otherwise noted: to support loads as shown. assumes the top and bottom chords to be laterally braced at and at 10'-0" o.c. respectively unless braced throughout their iy continuous shealhin9. ;ct bndp;ng or lateral Mi required where shown ++ ion of Cruss is the respponsibility of the respective contractor. assumes trusses are to be used in a noncorrosive environment, for "dry condition" of use. assumes full bearing at all supports shown. Shim or wedge if assumes adeyate drainage is provided. ;hall be located on both faces of truss, and placed so their center incide with joint centerlines. idicete size of plate in inches. is design values of the CompuTrus Plate, indicated by the prefix I I.C.B.O. R.R. 4211. mouTrus Net Section Plate is indicated by the orefix "CN". the - �n1k. , Et AI I� c gala 0' HM, C ®46164 . VIII II I II IIII ///\CompUTPus Inc. This design prepared from computer input by I IIIIII VIII IIII' VIII VIII VIII VIII IIII IIII LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL(S) TOP CHORDS: 2x 4 OF kt 1. 5 BOTTOM CHORDS: 2x 4 OF lit 1. 5 WEBS: 2x 4 OF k1 1. 7 TC LATERAL SUPPORT <= 12°OC. UON. BC LATERAL SUPPORT <= 12°OC. UON, ------------------------------------- ------------------------------------- NOTE: 1x3 BRACING AT 24°OC UON. FOR ALL FLAT TOP CHORD AREAS NOT SHEATHED 12-11-05 12 C -5.5x6 5-10-14 TRUSS SPAN 31'- 9.5' LOAD DURATION INCREASE = 1.25 SPACED 24.0° O.C. LOADING LL( 16.0)+DL( 14.0) ON TOP CHORD = 30.0 PSF DL ON BOTTOM CHORD = 10.0 PSF TOTAL LOAD = 40.0 PSF C -4x4.3 12-11.05 12 ala nn C-3x4.3(S)' 14-00.00 17-09-08 31-09-08 Scale: 3/16° JOB NAME: Trans ID: 164369 UBC 97/TPI SINGLE MEMBER FORCES 4W (GDF) T 1= -1903 B 1= 1486 W 1= 130 W 6= -442 T 2= -1470 B 2= 1484 W 2= -439 W 7= 131 T 3= -1124 B 3= 1122 W 3= 395 T 4= -1464 B 4= 1485 W 4= 2 T 5= -1904 B 5= 1486 W 5= 393 LEFT = 1272 RIGHT = 1272 BEARING AREA REQUIRED ($0. IN) BRG @ 0'- 0.0° 2.03 OF / 3.14 HF / 2.99 SPF BRG @ 31'- 9.5' 2.03 OF / 3.14 HF / 2.99 SPF MAX LL DEFL = -0.057° (L/6570) @ 12'- 11.3° L/240 = 1.560° MAX TL DEFL = -0.133° (L/2815) @ 12'- 11.3° L/180 = •2.081' MAX HORIZ. LL DEFL = 0.024° @ 31'- 6.0' MAX HORIZ. TL DEFL = 0.059° @ 31'- 6.0' BUTTE COUNTY 1 BUILDING DIVISION APPROVE® :�o - - CD Notes, unless otherwise noted: In to support loads as shown. o assumes and at 110'-0" top respectivelyounless braced throughout their h by continuous sheathin . Pact brid991ng or lateral bigacing required where shown + + abon of Cuss is the respponsibility of the respective contractor. In assumes trusses are to be used in a noncorroslve environment, ire for "dry condition" of use. In assumes full bearing at all supports shown. Shim or wedge if in assumes adeCnate drainage is provided. s shall be located on both faces of truss, and placed so their center coincide with joint center, lines. > indicate size of plate in Inches. asic design v-alues of the CompuTrus Plate, indicated by the prefix gl4�Co� N, WARNINGS: Gei 1. Read all General Notes and Warnings before construction of trusses. 1. 2. Builder and erection contractor should be advised of all General Notes and 2. FILE NO.: COM -9 Warnings before construction commences. 2. 20 compression web bracing must be Installed where shown +. 3 0. Aillateral force mutating elements such as temporary and permanent bracing, 4 DATE: 9/6/2006 must be designed and provided by designer of complete stmctum. 5. • CompuTrus assumes no responsibility for such bracing. - 5. No load should be applied to any component until after all bracing and 6. DES. BY: PZ fasteners are complete, and at no time should any toads greater than design 7. loads be upptied to any component. 8. - a. CompuTrus hes no control over and assumes no responsibility for the SEQ .: 3036334 fabrication, handling, shipment and Installation of components. 9, 7. This design is furnished subject to the limitations on truss designs out forth 10. by TPI in 198.91 or TPUWTCA in SCSI 1-03 copies of which wig be furnished • by CompuTrus upon request. 11. Trans ID: 164369 UBC 97/TPI SINGLE MEMBER FORCES 4W (GDF) T 1= -1903 B 1= 1486 W 1= 130 W 6= -442 T 2= -1470 B 2= 1484 W 2= -439 W 7= 131 T 3= -1124 B 3= 1122 W 3= 395 T 4= -1464 B 4= 1485 W 4= 2 T 5= -1904 B 5= 1486 W 5= 393 LEFT = 1272 RIGHT = 1272 BEARING AREA REQUIRED ($0. IN) BRG @ 0'- 0.0° 2.03 OF / 3.14 HF / 2.99 SPF BRG @ 31'- 9.5' 2.03 OF / 3.14 HF / 2.99 SPF MAX LL DEFL = -0.057° (L/6570) @ 12'- 11.3° L/240 = 1.560° MAX TL DEFL = -0.133° (L/2815) @ 12'- 11.3° L/180 = •2.081' MAX HORIZ. LL DEFL = 0.024° @ 31'- 6.0' MAX HORIZ. TL DEFL = 0.059° @ 31'- 6.0' BUTTE COUNTY 1 BUILDING DIVISION APPROVE® :�o - - CD Notes, unless otherwise noted: In to support loads as shown. o assumes and at 110'-0" top respectivelyounless braced throughout their h by continuous sheathin . Pact brid991ng or lateral bigacing required where shown + + abon of Cuss is the respponsibility of the respective contractor. In assumes trusses are to be used in a noncorroslve environment, ire for "dry condition" of use. In assumes full bearing at all supports shown. Shim or wedge if in assumes adeCnate drainage is provided. s shall be located on both faces of truss, and placed so their center coincide with joint center, lines. > indicate size of plate in Inches. asic design v-alues of the CompuTrus Plate, indicated by the prefix gl4�Co� N, �CaMuT�u5 Ing. This design prepared from computer input by I IIIIII VIII VIII VIII VIII IIID VIII IIII IIII LUMBER SPECIFICATIONS SIZE SPECIE GRADE TOP CHORDS: 2x 4 OF #t BOTTOM CHORDS: 2x 4 OF #1 WEBS: 2x 4 OF #1 TC LATERAL SUPPORT <= 1210C. UON. BC LATERAL SUPPORT <= 1210C. UON. C-2. Scale: 1/2" TRUSS SPAN 5'- 10.9° LOAD DURATION INCREASE = 1.25 SPACED 24.0" O.C. LOADING LL( 16.0)+DL( 14.0) ON TOP CHORD = 30.0 PSF DL ON BOTTOM CHORD = 10.0 PSF* TOTAL LOAD = 40.0 PSF* *5 PSF REDUCTION TAKEN ON BOTTOM CHORD, AXIAL STRESS ONLY. 12 12 8.00 V Q 8.00 C -4x4.3 .5x4.3 bIMM IURAL IMUbb OtLUw. I. I 5-10-14 Trans ID: 164369 ** 2x4 stripping required as shown Join to bottom section of truss with (2)-16d nails and top section with (2)-16d toenailed to stripping. Stripping spaced at 24"o.c. max. NOTE: CAP TRUSS CONNECTIONS DESIGNED FOR VERTICAL GRAVITY LOADS ONLY. Notes, unless otherwise noted: In to support loads as shown. In assumes the top and bottom chords to be laterally braced at o.c. and at 10'-0" o.c. respectively unless braced throughout their h by continuous sheathingg.� Dact bridoina or lateral bfacino required where shown + + use. at all supports shown. Shim or wedge if rainage is provided. th faces of truss, and placed so their center r lines. Iinches. e CompuTrus Plate, indicated by the prefix Plate is indicated by the prefix "CN" the ga. material is used. All others are 2b ga. BUTTE COUNTY BUILDING DIVISION APPROVED M6106, NO.- C OW WARNINGS: Gel 1. Read all General Notes and Warnings before construction of trusses. 1. 2. Sunder and erection contractor should be advised of all General Notes and 2. _ FILE NO.: CAP -5 Warnings before construction commences. ]. 2x4 compression web bracing must be Installed where shown +. 3. 4. All lateral force resisting elements such as temporary and permanent bracing,. 4 DATE: 9/6/2006 must be designed and provided by designer of complete structure. 5. CompuTrus assumes no responsibility for such bracing. S. No load should he applied to any component until after all bracing and 6. DES. BY: PZ fasteners are complete, and at no time should any loads greater than design 7. loads be applied to any component. a 6. CompuTrus has no control over and assumes no responsibility for the SEQ .: 3036335 fabrication, handling, shipment and Installation of components. g. T. This design is furnished subject to the limitations on truss designs set forth 10. by TPI In NMI or TPUWTCA in SCSI 1-03 copies of which will be furnished + by CompuTrus upon request. 11. Trans ID: 164369 ** 2x4 stripping required as shown Join to bottom section of truss with (2)-16d nails and top section with (2)-16d toenailed to stripping. Stripping spaced at 24"o.c. max. NOTE: CAP TRUSS CONNECTIONS DESIGNED FOR VERTICAL GRAVITY LOADS ONLY. Notes, unless otherwise noted: In to support loads as shown. In assumes the top and bottom chords to be laterally braced at o.c. and at 10'-0" o.c. respectively unless braced throughout their h by continuous sheathingg.� Dact bridoina or lateral bfacino required where shown + + use. at all supports shown. Shim or wedge if rainage is provided. th faces of truss, and placed so their center r lines. Iinches. e CompuTrus Plate, indicated by the prefix Plate is indicated by the prefix "CN" the ga. material is used. All others are 2b ga. BUTTE COUNTY BUILDING DIVISION APPROVED M6106, NO.- C OW CompuTrus Inc. LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL(S) TOP CHORDS: 2x 4 OF H1 1. 4 BOTTOM CHORDS: 2x 8 OF N1 1. 2 WEBS: 2x 4 OF H1 1- 3 TC LATERAL SUPPORT - 12 OC. LION. BC LATERAL SUPPORT <= 12'OC. UON. C -5x : 3f AME: FILE NO.: G-1 DATE: 9/6/2006 DES. BY: PZ SEQ.: 3036336 J This design prepared from computer input by 111111111111111111111111111111111111111111111 12-03.00 GIRDER SUPPORTING 40-00-00 LOAD DURATION INCREASE = 1.25 + LOADING TC UNIF LL( 32.0)+DL( 28.0)= 60.0 PLF 0'- 0.0" TO •12'- 3.0" V BC UNIF LL( 266.0)+DL( 371.0)= 637.0 PLF 01- 0.0° TO 12'- 3.0" V ( 2 ) complete trusses required. Join together 2 ply with 3°x.131 DIA GUN nails staggered at: 12° oc throughout 2x4 top chords, 4' oc throughout 2x8 bottom chords, 121 oc throughout webs. 6-01-08 6-01-08 12 C -4x6 12 10 -an [7 �t0.00 12-03-00 WARNINGS: 1. Read all General Notes and Warnings before construction of trusses. 2. Builder and erection contractor should be advised of all General Notes and Warnings before construction commences. ]. 2x4 compression web bracing must be Installed where she" +. 4. Ag lateral force resisting elements such as temporary and permanent bracing, must be designed and provided by designer of complete structure. CompuTrus assumes no responsibility for such bracing. 6. No load should be applied to any component until after all bracing and fasteners are complete, and at no time should any loads greater than design loads be applied to any component. 6. CompuTrus has no control over and assumes no responsibility for the fabrication, handling, shipment and Installation of components. T. This design is famished subject to the limitations on truss designs set forth by TPI in 198-91 or TPVWTCA In SCSI 1-07 copies of which will be furnished by CompuTrus upon request. s. 14.5 14 0 0 1 UBC 97/TPI 2 MEMBER FORCES 4W (GDF) T 1= -3826 B 1= 2824 W 1= -32 T 2= -3702 B 2= 2824 W 2= 4510 T 3= -3702 W 3= -32 T 4= -3826 LEFT = 4269 RIGHT = 4269 BEARING AREA REOUIRED (SO. IN) BRG @ 0'- 0.0' 6.83 OF / 10.54 HF / 10.05 SPF BRG @ 12'- 3.0° 6.83 OF / 10.54 HF / 10.05 SPF MAX LL DEFL = -0.021° (L/6666) @ 6'- 1.5° L/240 = 0.583' MAX TL DEFL = -0.0501 (L/2799) @ 6'- 1.5° L/180 = 0.778' MAX HORIZ. LL DEFL = 0.005° @ 11'- 11.5' MAX HORIZ. TL DEFL = 0.011° @ 11'- 11.5' General Notes, unless otherwise noted: 1. Design to support loads as shown. 2. Design assumes the top and bottom chords to be laterally braced at 2'-0' o.c. and at 10'-0" o.c. respectively unless braced throughout their length by continuous sheathingg. 3. 2x fm act bridging or lateral bficing required where shown + + 4. Installation of Cruss is the res onsibllity of the respective contractor. 5. Design assumes trusses are �o be used in a noncorrosive environment, and are for "dry condition" of use. 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes ade4uate drainage isprovided. 8. Plates shall be located on both faces o�truss, and placed so their center lines coincide with joint centerlines. 9. Digits indicate size of plate in inches. 10. For basic design values of the CompuTrus Plate, indicated by the prefix "C' see I.C. B.D. R. R. 4211. 11. The CompuTrus Net Section Plate is Indicated by the orefoc "CN" the desionalor (181 indicates 18 as. material is used. All others are 2b Ga. r UP T�/ BUTTE CO BUILDING DTVI : � Nj .APPROVED Wa c 046164 I IIIII II I II (III CompuTrus Inc. This design prepared from computer input by I (IIIII IIIII VIII VIII VIII VIII IIIII (III (III LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL(S) TOP CHORDS: 2x 4 OF N1 1- 4 BOTTOM CHORDS: 2x 4 OF N1 1. 2 WEBS: 2x 4 OF H1 1. 5 TC LATERAL SUPPORT <= 12"OC. LON. BC LATERAL SUPPORT - 12"OC. UON. OVERHANGS: 18.0. 18.0" Reactions: 402 402 0 CO Scale: 1/2" FILE NO.: G DATE: 9/6/2006 DES. BY: PZ SEQ.: 3036337 TRUSS SPAN 8'- 11.0° LOAD DURATION INCREASE= 1.25 SPACED 24.0° O.C. LOADING LL( 16.0)+DL( 14.0) ON TOP CHORD = 30.0 PSF DL ON BOTTOM CHORD = 10.0 PSF* TOTAL LOAD = 40.0 PSF* *5 PSF REDUCTION TAKEN ON BOTTOM CHORD, AXIAL STRESS ONLY. I 4-05-08 4-05-08 12 12 10.001/� C-44.3 N10.00 a UBC 97/TPI SINGLE MEMBER FORCES 4W (GDF) T 1= 0 B 1= 9 W 1= -294 T 2= -251 B 2= 9 W 2= 128 T 3= -251 W 3= -38 T 4= 0 W 4= 128 W 5= -294 LEFT = 312 RIGHT = 312 BEARING AREA REQUIRED (SO. IN) BRG @ 0'- 0.0" 0.50 OF / 0.77 HF / 0.73 SPF BRG @ 8'- 11.0" 0.50 OF / 0.77 HF / 0.73 SPF MAX LL DEFL = -0.001' (L/9999) @ 4'- 5.5" L/240 = 0.417" IX TL DEFL = -0.003' (L/9999) @ 4'- 5.5" L/180 = 0.556' 1-06-00 8-11-00 1.06.00 WARNINGS: 1. Read all General Notes and Warnings before construction of trusses. 2. Builder and erection contractor should be advised of all General Notes and .Warnings before construction commences. 3. 2x4 compression web bracing must be installed where shown +. 4. All lateral force resisting elements such as temporary and permanent bracing, must be designed and provided by designer of complete structure. CompuTrus assumes no responsibility for such bracing. S. No load should be applied to any component until after all bracing and fasteners are complete, and at no time should any loads greater than design loads be applied to any component. 6. CompuTrus has no control over and assumes no responsibility for the fabrication, handling, shipment and Installation of components. 7. This, design Is furnished subject to the limitations on truss designs set forth by TPI in tUB-91 or TPVWTCA In SCSI 1-02 copies of which will be fumished by CompuTrus upon request. General Notes, unless otherwise noted: 1. Design to support loads as shown. 2. Design assumes the lop and bottom chords to be laterally braced at 2'-0' on. and at 10'-0" o.c. respectively unless braced throughout their length by continuous sheathing. 3. 2x rmCad bridging or lateral bficing required where shown + + 4. Installation of fuss is the res onsibilily of the respective contractor. 5. Design assumes trusses are �o be used in a non -corrosive environment, and are for "dry condition" of use. 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes adequate drainage is rovided. S. Plates shall be located on both faces a truss, and placed so their center lines coincide with joint center lines. 9.Digits Indicate size of plate in inches. 10.For basic design values of the CompuTrus Plate, indicated by the prefix "C", see I. C.B.D. R. R. 4211. 11. The CompuTrus Net Section Plate is indicated by the �retix "CN" the desianetor f181 indicates 18 as. material is used. All o hers are 2b as. m 0 BUTTE COUN, 11 coU jw� APPROVED I H0. C 045164, OF CompuTrus Inc. LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL(S) TOP CHORDS: 2x 4 OF #1 1- 3 BOTTOM CHORDS: 2x 4 OF N1 1 WEBS: 2x 4 OF N1 1 TC LATERAL SUPPORT <= 12"0C. JON. BC LATERAL SUPPORT <= 12°OC. UON, OVERHANGS: 24.0° 0.0" Reactions: 415 109 Scale: 1/4" JOB NAME: FILE NO.:, JC1 DATE: 9/6/2006 DES. BY: PZ SEQ.: 3036338 12 15.50 17 This design prepared from computer input by TRUSS SPAN 8'- 0.0" LOAD DURATION INCREASE = 1.25 SPACED 24.0" O.C. LOADING LL( 16.0)+DL( 14.0) ON TOP CHORD = 30.0 PSF DL ON BOTTOM CHORD = 10.0 PSF* TOTAL LOAD = 40.0 PSF* *5 PSF REDUCTION TAKEN ON BOTTOM CHORD, AXIAL STRESS ONLY. 2-00-00 8-00-00 (VIDE SUPPORT 1.5x2.6 WARNINGS: Gei 1. Read all General Notes and Warnings before construction of trusses. 1. 2. Builder and erection contractor should be advised of all General Notes and 2. Warnings before construction commences. - J. 2x4 compression web bracing must be installed where shown +, 3. 0. All lateral force waisting elements such as temporary and permanent bracing, 4 must be designed and provided by designer of complete structure. 5. CompuTrus assumes no responsibility for such bracing. - 6. No load should be applied to any component until after all bracing and 6. fasteners are complete, and at no time should any loads greater than design 7• loads be applied to any component. 8' 6. CompuTrus has no control over and assumes no responsibility for the fabrication, handling, shipment and Installation of components. g. 7. This design is furnished subject to the limitations on truss designs set forth 10. by TPI in NIB -61 or TPUWfCA in BCSI 1-03 copies of which will be furnished by CompuTrus upon request. ,,. 11. UBC 97/TPI SINGLE MEMBER FORCES 4WR(GDF) T 1= 0 B 1= 84 14 1= -123 T 2= -226 T 3= 0 LEFT = 274 RIGHT = 130 BEARING AREA REQUIRED (SO. IN) BAG @ 0'- 0.0° 0.44 OF / 0.68 HF / 0.64 SPF BAG @ 8'- 0.0" 0.21 OF / 0.32 HF / 0.31 SPF MAX LL DEFL = -0.001° (L/9999) @ 3'- 4.4° L/240 = 0.371° MAX TL DEFL = -0.002° (L/9999) @ 3'- 4.4° L/180 = 0.494° MAX HORIZ. TL DEFL = 0.001° @ 7'- 7.1" Notes, unless otherwise noted: In to support loads as shown. In assumes the top and bottom chords to be laterally braced at o.c. and at 10'-0" o.c. respectively unless braced throughout their I by continuous of sheathing. pact bridging or lateral bracing required where shown + + lation Truss is the responsibility of the respective contractor. In assumes trusses are o be used in a non -corrosive environment, Ire for "dry condition" of use. In assumes full bearing at all supports shown. Shim or wedge if numes adeanate drainage isprovided. s sasshall be located on both faces otPtruss, and placed so their center coincide with joint center lines. l indicate size of plate in inches. asic design values of the CompuTrus Plate, indicated by the prefix BUTTE ; . TY BlJILDI WO LAV ISION APPR®VED ?' q/61 V 046/pea1644 �p�' 109Vo; , OF I IIIII II I II IIII �COmpur us Inc. This design prepared from computer input by I (IIIII IIIII IIIII VIII IIIII IIIII VIII IIII IIII ^T^ ^ /\ -� Trans ID: 164369 LUMBER SPECIFICATIONS SIZE SPECIE GRADE TOP CHORDS: 2x 4 OF til BOTTOM CHORDS: 2x 4 OF N1 TC LATERAL SUPPORT <= 12°OC. LION. BC LATERAL SUPPORT <= 12°OC. LION. CO l 0 Scale: 1/21 JOB NAME: NONE 0-05-11 T ---f 12 15.501/ TRUSS SPAN B'- 0.0° LOAD DURATION INCREASE = 1.25 SPACED 24.0° O.C. LOADING LL( 16,0)+DL( 14.0) ON TOP CHORD = 30.0 PSF DL ON BOTTOM CHORD = 10.0 PSF* TOTAL LOAD = 40.0 PSF" •5 PSF REDUCTION TAKEN ON BOTTOM CHORD, AXIAL STRESS ONLY. 2-00-00 0.05.07 7-06.09 6.00.00 8U E-: � o0L1NTY BUILDING [)!VISION APPROVE®. WARNINGS: Ge Notes, unless otherwise noted: In to support loads as shown. In assumes the top and bottom chords to be laterally braced at 1. Read all General Notes and Warnings before construction of trusses. 1. o.c. and at 10'-0" o.c. respectively unless braced throughout their 2. Builder and erection contractor should be advised of all General Notes and 2. FILE NO.: J1L Warnings before construction commences. Ration of rusS is the responsibility of the respective contractor. In assumes trusses are to be used in a non -corrosive environment, • 2. 20 compression web bracing must be Installed where shown +. 3 Ire for "dry condition" of use. In assumes full bearing at all supports shown. Shim or wedge if 4. All lateral force resisting elements such as temporary and permanent bracing, 4 DATE: 9/6/2006 must be designed and provided by designer of complete structure. 5. shall be locatetl on both faces of truss, and placed so their center coincide withjointcenter lines. CompuTrus assumes no responsibility for such bracing. _ 6. No load should be applied to any component until after all bracing and 6. .DES. BY: PZ fasteners are complete, and at no time should any loads greater than design 7. loads be applied to any component. 6' 6. CompuTrus has no control over and assumes no responsibility for the SEQ .: 3036339 fabrication, handling, shipment and installation of components. g, 7. This design is furnished subject to the limitations on truss designs set forth 10. by TPI in MB -91 or TPIPMCA in SCSI 1-02 copies of which will be furnished by CompuTrus upon request. 11. 8U E-: � o0L1NTY BUILDING [)!VISION APPROVE®. Notes, unless otherwise noted: In to support loads as shown. In assumes the top and bottom chords to be laterally braced at o.c. and at 10'-0" o.c. respectively unless braced throughout their h by continuous sheathing act bridging or lateral bfacing required where shown ++ CCf e� A W We V 046164 n Ration of rusS is the responsibility of the respective contractor. In assumes trusses are to be used in a non -corrosive environment, 30 0 Ire for "dry condition" of use. In assumes full bearing at all supports shown. Shim or wedge if o ssn assumes adeqCuate drain a is provided. shall be locatetl on both faces of truss, and placed so their center coincide withjointcenter lines. _ A�"1 a�Q• v 7 vv 4 indicate size of plate in inches. asic design values of the CompuTrus Plate, indicated by the prefix cee I. C.B.D. R.R. 4211. rf OF ,omouTrus Net Section Plate is indicated by the orefoc "CN". the I IIII 0 I II IIII CompuTrus Inc. This design prepared from computer input by I IIIIII VIII VIII VIII VIII VIII ILII IIII IIII Trans ID: LUMBER SPECIFICATIONS SIZE SPECIE GRADE TOP CHORDS: 2x 4 OF H1 BOTTOM CHORDS: 2x 4 OF N1 TC LATERAL SUPPORT - 12°OC. UON. BC LATERAL SUPPORT - 12°OC. UON. LO LO CD 0 Scale: 1/2" TRUSS SPAN B'- 0.0° LOAD DURATION INCREASE = 1.25 SPACED 24.0° O.C. LOADING LL( 16.0)+DL( 14.0) ON TOP CHORD = 30.0 PSF OL ON BOTTOM CHORD = 10.0 PSF* TOTAL LOAD = 40.0 PSF* *5 PSF REDUCTION TAKEN ON BOTTOM CHORD, AXIAL STRESS ONLY. 1-05-11 f- 'r 1-05-07 6-06-09 2-00-00 8-00-00 BUTTE COUNTY t, APPRt,01VA-D N 00. C 045164 C WARNINGS: General Notes, unless otherwise noted: 1. Read all General Notes and Warnings before construction of trusses. 1. Design to support loads as shown. 2. Builder and erection contractor should be advised of all General Notes and 2. Design assumes the top and bottom chords to be laterally braced at FILE NO.: J21- Warnings before construction commences. 2'-0' o.c. and at 10'-0" C.c. respectively unless braced throughout their 3. 2x4 compression web bracing must be installed where shown +. 4. Aa lateral force resisting elements such as temporary and bracing, lenggth by continuous sheathing. 3 2x fm ad bridCing or lateral bracing required where shown ++ DATE: 9/6/2006 permanent must be designed and provided by designer of complete structure. 4. InstalPation of Cru a is the res onsibili of the respective contractor. 5. Design assumes trusses are �o be us�d in a noncorrosive environment, CompuTrus assumes no responsibility for such bracing. and are for "dry Condition" of use. 5. No load should be applied to any component until after all bracing and 6. Design assumes full bearing at all supports shown. Shim or wedge if DES. BY: PZ fasteners are complete, and at no time should any loads greater than design loads be applied to any component. necessary. 7. Design 8ssumes adequate drainage is provided. for the 8. Plates Shall be located on both faces of truss, and placed so their Center SEQ 3036340 s. CompuTrus hes no control over end assumes no responsibility fabrication, handling,shi Installation components. lines Coincide with joint Center lines. .: ment and of p D 7. This design Is furnished subject to the [imitations on truss designs set forth 9. Digits indicate size plata inches. 10. For basic delippn values Of the CompuTrus Plate, indicated by the prefix by TPI in N-st or TPUMCA in BCSI 1-02 copies of which will be furnished by CompuTrus upon request. "Csee I.C.B.D. R.R. 4211. 11. The CompuTeus. Net Sedi on Plate isindicated by the p`efix CN�'hthe BUTTE COUNTY t, APPRt,01VA-D N 00. C 045164 C ,/`CampuTrus Inc. This design prepared from computer input by LUMBER SPECIFICATIONS SIZE SPECIE GRADE TOP CHORDS: 2x 4 OF k1 BOTTOM CHORDS: 2x 4 OF #1 TC LATERAL SUPPORT <= 12"OC. UON. BC LATERAL SUPPORT <= 12"OC. UON. Scale: 1 FILE NO.: J U DATE:* 9/6/2006 DES. BY: PZ SEQ.: 3036341 r TRUSS SPAN 8'• 0.0" LOAD DURATION INCREASE = 1.25 SPACED 24.0" O.C. LOADING LL( 16.0)+DL( 14.0) ON TOP CHORD = 30.0 PSF DL ON BOTTOM CHORD = 10.0 PSF* TOTAL LOAD = 40.0 PSF* *5 PSF REDUCTION TAKEN ON BOTTOM CHORD, AXIAL STRESS ONLY. 2-05-11 2-05-07 J 2-00-00 8-00.00 WARNINGS: Ge 1. Read all General Notes and Warnings before construction of trusses. 1. 2. Bslider and erection contractor should be advised of all General Notes and 2. Warnings before construction commences. J. 2x4 compression web bracing must be Installed where shown +. 3 4. AD lateral force resisting elements such as temporary and permanent bracing, 4 must be designed and provided by designer of complete structure. 6. CompuTms assumes no responsibility for such bracing. 6. No load should be applied to any component until after all bracing and 6. fasteners are complete, and at no time should any loads greater than design loads be applied to any component. �• 6. CompuTrus has no control over and assumes no responsibility for the 8. fabrication, handling, shipment and installation of components. 9, T. This design Is furnished subject to the limitations on truss designs set forth 10. by TPI in M13-61 or TPIIWrCA In BCS11-07 copies of which will be furnished by CompuTrus upon request. 11. 5-06-09 assumes for "dry c assumes 0 cc 0 Cl) Trans ID: 164369 0 1 rwise noted: as shown. and bottom chords to be laterally braced at c. respectively unless braced throughout their aethin9. Orel btgacing required where shown ++ 1 resunsibil of the respective contractor. are to be us in a non -corrosive environment, 1" of use. ring at all supports shown. Shim or wedge if its drainage is provided. n both faces of truss, and placed so their center anter lines. Ite in Inches. of the CompuTrus Plate, indicated by the prefix !11. :tion Plate is indicated by the prefix "CN" the 1 18 ga. material is used. All others are 2b ga. •�+.r 1 • pr rMl !r -1�pp� �: V OWE ///\Compuirus Inc. ^� This design prepared from computer input by LUMBER SPECIFICATIONS SIZE SPECIE GRADE TOP CHORDS: 2x 4 OF N1 BOTTOM CHORDS: 2x 4 OF N1 TC LATERAL SUPPORT <= 12'OC. UON. BC LATERAL SUPPORT <= 12'OC. UON. t2 o CD TRUSS SPAN 8'- 0.0' LOAD DURATION INCREASE = 1.25 SPACED 24.0° O.C. LOADING LL( 16.0)+DL( 14.0) ON TOP CHORD = 30.0 PSF OL ON BOTTOM CHORD = 10.0 PSF* TOTAL LOAD = 40.0 PSF* *5 PSF REDUCTION TAKEN ON BOTTOM CHORD, AXIAL STRESS ONLY. 3-05-11 Scale: 3/8' JOB NAME: NONE 3-05-07 2-00-00 B-00-00 4.06-09 ' WARNINGS: General Notes, unless otherwise noted: 1. Read all General Notes and Warnings before construction of trusses. 1. Design to support loads as shown. 2. Guilder and erection contractor should be advised of all General Notes and 2. Design assumes the top and bottom chords to be laterally braced at - FILE NO.: AL Warnings before construction commences. 2'-0' o.c. and at 10'-0" o.c. respectively unless braced throughout their - 3. 2x4 compression web bracing must be Installed where shown +. 0. A8 lateral force resisting elements such as temporary and bracing, lenggth by continuous sheathing. 3 2x fmpect bridging or lateral bracing required where shown + + DATE: 9/6/2006 permanent must be designed and provided by designer of complete structure. B contrador. 4. D Instal s o} (fuss Is the res o bsi useility i the respective non -corrosive 5. Design assumes trusses are [o be used in a noncorrosive environment, CompuTms assumes no responsibility for such bracing. and are for "dry condition" of use. S. No load should be applied to any component until after all bracing and 6. Design assumes full bearing at all supports shown. Shim or wedge If DES. BY: PZ fasteners are complete, and at no time should any loads greater than design loads be applied to any component. necessary. 7. Design assumes adequate drainage is yrovided. their SEQ.: 3036342 6. CompuTrus has no control over and assumes no responsibility for the fabrication, handling, shipment and Installation of components. 8. Plates shall be located on both faces of truss, and placed so center lines coincide with joint center lines. 9. Digits indicate size of plate in inches. • 7. This design is fumished subject to the limitations on truss designs set forth 10. For basic design values of the CompuTrus Plate, indicated by the prefix "C", by TPI In HIB -s1 or TPIWTCA in GCSI 1-02 copies of which will be fumished by compuTrus upon request. see I.C.B.D. R.R. 4211. 11. The CompuTrus, Net Sedion Plate is indicated by the prefix "CN" the designator (18) Indicates 18 ga. materiel is used. All others are 2b ga. Trans ID: 164369 :,�; ;fie er,+.c ash 'tI• y�R''I��� I Q gi�la� HiM, C 0461E C[3 puTrus Inc. LUMBER SPECIFICATIONS SIZE SPECIE GRADE TOP CHORDS: 2x 4 OF N1 BOTTOM CHORDS: 2x 4 OF k1 TC LATERAL SUPPORT <= 12"OC. UON. BC LATERAL SUPPORT <= 12'OC. UON. Scale: This design prepared from computer input by TRUSS SPAN 8'- 0.0" LOAD DURATION INCREASE = 1.25 SPACED 24.0° O.C. LOADING LL( 16.0)+DL( 14.0) ON TOP CHORD = 30.0 PSF DL ON BOTTOM CHORD = 10.0 PSF* TOTAL LOAD = 40.0 PSF* *5 PSF REDUCTION TAKEN ON BOTTOM CHORD, AXIAL STRESS ONLY, 4-05-11 4-05-07 3-06-09 2-00-00 8.00-00 W Trans ID: 1 BUTTE COUNTY BUILDING DIVISION. APPROVED HM: C 045164. WARNINGS: General Notes, unless otherwise noted: IRead all General Notes and Warnings before construction of trusses. 1. Design to support loads as shown. Builder and erection contractor should be advised of all General Notes and 2. Design assumes the top and bottom chords to be laterally braced at FILE N0.: J5L Warnings before construction commences. 2'-0' o.c. and at 10'-0" o.c. respectively unless braced throughout their 2. 2x0 compression web bracing must be installed wham shown +, 4. A9 lateral force resisting elements such as temporary and permanent bracing, lenggth by Continuous sheathing9. 3 2x rmpad bridging or lateral bfacing required where shown + + DATE: 9/6/2006 must be designed and provided by designer of complete structure. 4. Installation of �ffuss is the res onsiblliNty of the respective contractor. 5. Design assumes trusses are �o be us in a noncorrosive environment, CompuTrus assumes no responsibility for such bracing. and are for "dry Condition" of use. 6. No load should be applied to any component until after all bracing and 6. Design assumes full bearing at all supports shown. Shim or wedge if DES. BY: PZ fasteners ere complete, and at no time should any loads greater than design loads be applied to any component. necessary. 7. Design assumes adequate drainage is provided. 6. CompuTrus hes no control over and assumes no responsibility for the S. Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. SEQ .: 3036343 fabrication, handling, shipment and Installation of components. 9. Digits Indicate size of plate in Inches. . 7. This design Is furnished subject to the limitations on truss designs set forth 10. For basic design values of the CompuTrus Plate, indicated by the prefix ' rM by TPI in HIB-sf or TPUWTCA in BCSI 1-07 copies of which will be furnished by CompuTrus upon request. "C", see I. C.B.D. R.R. 4211. 11. The ComruTrus Net Section Plate is indicated by the ?lrefix "CN" the dwsianat r 11 R1 indirAtws 19 aa. materia is used. All o hers are 2b aa. Trans ID: 1 BUTTE COUNTY BUILDING DIVISION. APPROVED HM: C 045164. LUMBER SPECIFICATIONS SIZE SPECIE GRADE TOP CHORDS: 2x 4 OF N1 BOTTOM CHORDS: 2x 4 OF k1 TC LATERAL SUPPORT <= 12"OC. LION. BC LATERAL SUPPORT - 12"OC. LION. TRUSS SPAN 8'• 0.0" LOAD DURATION INCREASE = 1.25 SPACED 24.0° O.C. LOADING LL( 16.0)+DL( 14.0) ON TOP CHORD = 30.0 PSF DL ON BOTTOM CHORD = 10.0 PSF* TOTAL LOAD = 40.0 PSF* *5 PSF REDUCTION TAKEN ON BOTTOM CHORD, AXIAL STRESS ONLY. 5.05-11 Trans ID: 164369 m co 0 BUTTE COUNTY BUILDING "'1VISI' . APPROVED • 6 � L��6 • 5.05-07 2-06-09 I. �. _ �. 2-00-00 6 00 00 - �_ Scale: 1/4" JOB NAME: WARNINGS: General Notes, unless otherwise noted:`T 1. Read all General Notes and Warnings before construction of trusses. - 2. Builder and erection contractor should be advised of all General Notes and 1. Design to support loads as shown. 2. Design assumes the top and bottom chords to be laterally braced at C6 ® q / Q FILE NO.: J6L Warnings before construction commences. 2'-0' o.c. and at 10'-0" o.c. respectively unless braced throughout their — YJ 3. 20 compression web bracing must be Installed where shown+. 4. AD lateral force resisting elements such as temporary and permanent bracing, length by continuous sheathing. 3 2x fm ad bridging or lateral bracing required where shown ++ 4. Installation of truss is the responsibility of the respective contractor. C W . 40 046164 - DATE: 9/6/2006 must be designed and provided by designer of complete structure. 5. Design assumes trusses are o be used in a noncorrosive environment, o O CompuTrus assumes no responsibility for such bracing. _ - and are for "dry condition" of use. o . S. No load should be applied to any component until after all bracing and 6. Design assumes full bearing at all supports shown. Shim or wedge if DES. BY: PZ fasteners are complete, and at no time should any loads greater than design loads be applied to any component. necessary. 7. Design assumes adequate drainage is provided. SEQ .: 3036344 s. CompuTrus has no control over and assumes no responsibility for the fabrication, handling,shipment and Installation of components. p D 8. Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center inchlineses. 9. Digits indicate size plate h inches. Ip y IV1 4 Tf� T. This design is furnished subject to the limitations on truss designs set forth values 10. For basic design values of the CompuTrus Plate, indicated by the prefix C", I.C.B.D. R.R. 4211. GF by TPI in 1,111$-91 or TPINyrCA In SCSI 1-03 copies of which will be furnished by CompuTrus upon request. see 11. The CouTrusNet Section Plate is indicated by the prefix "CN" the desi natompr 18 indicates 18 a. material is used. Allo hers are 2b ga. VIII II I II IIII //\CompuTrus Inc. This design prepared from computer input by I IIIIII VIII VIII VIII VIII VIII VIII IIII IIII LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL(S) TOP CHORDS: 2x 4 OF q1 1- 3 BOTTOM CHORDS: 2x 4 OF N1 1 WEBS: 2x 4 OF k1 1 TC LATERAL SUPPORT - 12°0C. UON. BC LATERAL SUPPORT - 12°OC. UON. OVERHANGS: 24.0° 0.0. Reactions: 400 104 12 15.50 V t2 o� 0 Scale: 1/4" C-1 TRUSS SPAN 8'- 0.0" LOAD DURATION INCREASE = 1.25 SPACED 24.0° O.C. LOADING LL( 16.0)+DL( 14.0) ON TOP CHORD = 30.0 PSF OL ON BOTTOM CHORD = 10.0 PSF* TOTAL LOAD = 40.0 PSF* '5 PSF REDUCTION TAKEN ON BOTTOM CHORD, AXIAL STRESS ONLY. 6-05-11 DE RT 6-05-07 1-06-09 t. ,L 2-00-00 8-00.00 C -1.5x2.6 Trans ID: 164369 UBC 97/TPI SINGLE MEMBER FORCES 4WR(GDF) T 1= 0 B 1= 90 W 1= -131 T 2= -218 T 3= -90 LEFT = 260 RIGHT = 136 INT. = 72 @ 6'- 5.4" BEARING AREA REQUIRED (SO. IN) BRG @ 0'- 0.0° 0.42 OF / 0.64 HF / 0.61 SPF BRG @ 6'- 5.4" 0.12 OF / 0.18 HF / 0.17 SPF BRG @ 8'- 0.0" 0.22 OF / 0.34 HF / 0.32 SPF MAX LL DEFL = -0.001' (L/9999) @ 3'- 4.4' L/240 = 0.307' MAX TL DEFL = -0.002° (L/9999) @ 3'- 4.4° L/180 = 0.409' Notes, unless otherwise noted: In to support loads as shown. In assumes the top and bottom chords to be laterally braced at o.c. and at to' -O" o.c. respectively unless braced throughout their h by continuous Sheathing. i act bridging or lateral bracing required where shown + + lation of Cross is the respponsibility of the respective contractor. In assumes trusses are to be used in a noncorrosive environment, Ire for "dry condition" of use. In assumes full bearing at all supports shown. Shim or wedge if ssary. In assumes adequate drainage is provided. s shall be locates on both faces 0truss, and placed so their center coincide with joint centerlines. indicate size of plate in inches. asic design values of the CompuTrus Plate, indicated by the prefix ;ee I.C.B.g . R.R. 4211. .omouTrus Net Section Plate is indicated by the Drefoc "CN". the BUILDING �IVNE"? 10N. APPROVE D/ . C okwe F." WARNINGS: Ge 1. Read all General Notes and Warnings before construction of trusses. 1. 2. Builder and erection contractor should be advised of all General Notes and 2. FILE NO.: J7L Warnings before construction commences. 2. 2x4 compression web bracing must be Installed where shown +. 3 4. All lateral force resisting elements such as temporary and permanent bracing, 4 DATE: 9/6/2006 must be designed and provided by designer of complete structure. S. CompuTrus assumes no responsibility for such bracing. S. No load should be applied to any component until after all bracing and 6. DES. BY: PZ fasteners are complete, and at no time should any loads greater than design 7• _ loads be applied to any component. e' S. CompuTrus has no control over and assumes no responsibility for the SEQ .: 3036345 fabrication, handling, shipment and Installation of components. 9. 7. This design Is famished subject to the limitations on truss designs set forth 10. by TPI in MB•911 or TPbWTCA In SCSI 1-02 copies of which will be furnished by CompuTrus upon request. 11. C -1.5x2.6 Trans ID: 164369 UBC 97/TPI SINGLE MEMBER FORCES 4WR(GDF) T 1= 0 B 1= 90 W 1= -131 T 2= -218 T 3= -90 LEFT = 260 RIGHT = 136 INT. = 72 @ 6'- 5.4" BEARING AREA REQUIRED (SO. IN) BRG @ 0'- 0.0° 0.42 OF / 0.64 HF / 0.61 SPF BRG @ 6'- 5.4" 0.12 OF / 0.18 HF / 0.17 SPF BRG @ 8'- 0.0" 0.22 OF / 0.34 HF / 0.32 SPF MAX LL DEFL = -0.001' (L/9999) @ 3'- 4.4' L/240 = 0.307' MAX TL DEFL = -0.002° (L/9999) @ 3'- 4.4° L/180 = 0.409' Notes, unless otherwise noted: In to support loads as shown. In assumes the top and bottom chords to be laterally braced at o.c. and at to' -O" o.c. respectively unless braced throughout their h by continuous Sheathing. i act bridging or lateral bracing required where shown + + lation of Cross is the respponsibility of the respective contractor. In assumes trusses are to be used in a noncorrosive environment, Ire for "dry condition" of use. In assumes full bearing at all supports shown. Shim or wedge if ssary. In assumes adequate drainage is provided. s shall be locates on both faces 0truss, and placed so their center coincide with joint centerlines. indicate size of plate in inches. asic design values of the CompuTrus Plate, indicated by the prefix ;ee I.C.B.g . R.R. 4211. .omouTrus Net Section Plate is indicated by the Drefoc "CN". the BUILDING �IVNE"? 10N. APPROVE D/ . C okwe F." CompuTrus Inc. LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL(S) TOP CHORDS: 2x 4 OF N1 1- 3 BOTTOM CHORDS: 2x 4 OF #1 1 WEBS: 2x 4 OF H1 1 TC LATERAL SUPPORT <= 12'OC. UON. BC LATERAL SUPPORT <= 12'OC. UON. OVERHANGS: 24.0' 0.0" Reactions: 416 125 12 15.50 V C-2 U; Scale: 3/16" This design prepared from computer input by TRUSS SPAN 8'- 0.0" LOAD DURATION INCREASE = 1.25 SPACED 24.0" O.C. LOADING LL( 16.0)+DL( 14.0) ON TOP CHORD = 30.0 PSF DL ON BOTTOM CHORD = 10.0 PSF* TOTAL LOAD = 40.0 PSF* *5 PSF REDUCTION TAKEN ON BOTTOM CHORD, AXIAL STRESS ONLY. 7-05-11 PROVIDE SUPPORT I 7-05-07 0-0 � 09 2-00-00 8-00-00 Trans ID: 164, +7.3.01f1L1-t UBC 97/TPI SINGLE MEMBER FORCES 4WR(GDF) T 1= 0 B 1= 107 W 1= -155 T 2= -240 T 3= -115 LEFT = 275 RIGHT = 154 INT. = 100 @ 7'- 5.4' BEARING AREA REOUIRED (SO. IN) BRG @ 0'- 0.0' 0.44 OF / 0.68 HF / 0.65 SPF BRG @ 7'- 5.4' 0.16 OF / 0.25 HF / 0.24 SPF BRG @ 8'- 0.0' 0.25 OF / 0.38 HF / 0.36 SPF MAX LL DEFL = -0.001' (L/9999) @ 3'- 4.4' L/240 = 0.357' MAX TL DEFL = -0.002' (L/9999) @ 3'- 4.4' 1/180 = 0.476' BUILDING DIVIE'310N APPROVE® WARNINGS: General Notes, unless otherwise noted: 1. Read all General Notes and Warnings before construction of trusses. 1. Design to support loads as shown. 2. Builder and erection contractor should be advised of all General Notes and 2. Design assumes the top and bottom chords to be laterally braced at FILE NO.: J81 -Warnings before construction commences. 2'-0' o.c. and at 10'-0" o.c. respectively unless braced throughout their ' J. 2x4 compression web bracing must be Installed wham shown +. 4. All lateral force resisting elements such as temporary and bracing, length by continuous sh athingg. 3 2x fm 8Ct bridging or lateral bfscing required where shown ++ DATE: 9/6/2006 permanent must be designed end provided by designer of complete structure. 4. Installation of NSS is the res onsibility of the respective contractor. S. Design assumes trusses are oto be used in a noncorrosive environment, - CompuTrus assumes no responsibility for such bracing. and are for "dry condition" of use. 6. No load should be applied to any component until after all bracing and 6. Design assumes full bearing at all supports shown. Shim or wedge if DES. BY: PZ fasteners are complete, and at no time should any loads greater than design loads be applied to any component. necessary. 7. Design assumes adequate drainage is provided. Compu7rus has for the 8. Plates shall be located on both faces of truss, and placed so their center SEQ.: 3036346 s. no control over and assumes no responsibility fabrication, handling, shipment and Installation of components. lines coincide with joint center lines. 7. This design Is furnished subject to the limitations on truss designs set forth e. Digits indicate size of plate in Inches. 10. For basic design values of the Compu7rus Plate, indicated by the prefix by TPI in MB -91 or TPIIWrCA In BCSI 1-02 copies of which will be furnished by Compu7rus upon request. C", see I. C.B.D. R.R. 4211. 11. "The CompuTrus Net Section Plate Is indicated by the prefix "CN" the designator (18) indicates 18 as. material is used. All others are 2b as. BUILDING DIVIE'310N APPROVE® CamnuTrus Inc. LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL(S) TOP CHORDS: 2x 4 OF lit 1- 4 BOTTOM CHORDS: 2x 4 OF 111 1 WEBS: 2x 4 OF N1 1 TC LATERAL SUPPORT <= 12'OC. UON. BC LATERAL SUPPORT <= 12'OC. UON. OVERHANGS: 24.0° 5.7' Reactions: 423 151 t2 o� 0 Scale: 1/4' 0 C This design prepared from computer input by TRUSS SPAN 8'- 0.0' LOAD DURATION INCREASE = 1.25 SPACED 24.0° O.C. LOADING LL( 16.0)+DL( 14.0) ON TOP CHORD = 30.0 PSF OL ON BOTTOM CHORD = 10.0 PSF' TOTAL LOAD = 40.0 PSF" •5 PSF REDUCTION TAKEN ON BOTTOM CHORD, AXIAL STRESS ONLY. PROVIDE SUPPORT C -1.5x2.6 L L B-00-00 L L L 2-00-00 8-05-11 0.05-11 Trans ID: 164369 +7.3.OFf1L1-E UBC 97/TPI SINGLE MEMBER FORCES 4WR(GDF) T 1=0 B 1= 117 W 1= -170 T 2= -251 T 3= -129 T 4= 0 LEFT = 282 RIGHT = 114 INT. = 164 @ 7'- 7.1' BEARING AREA REQUIRED (SO. IN) BRG @ 0'- 0.0' 0.45 OF / 0.70 HF / 0.66 SPF BRG @ 7'- 7.1" 0.26 OF / 0.41 HF / 0.39 SPF BRG @ 8'- 0.0' 0.10 OF / 0.16 HF / 0.15 SPF MAX LL DEFL = -0.001' (L/9999) @ 3'- 4.4' L/240 = 0.371' MAX TL DEFL = -0.002' (L/9999) @ 3'- 4.4' 1-/180 = 0.494' MAX HORIZ. LL DEFL = 0.001' @ 7'- 7.1' 0 0 Iles, unless otherwise noted: to support loads as shown. assumes the top and bottom chords to be laterally braced at and at 10'-0" o.c. respectively unless braced throughout their iy continuous shealhin9 Ict bridging or lateral bracing required where shown ++ ion of Cruse is the respponsibility, of the respective contractor. assumes trusses are to be used in a noncorrosive environment, for "dry condition" of use. assumes full bearing at all supports shown. Shim or wedge if ary. assumes adeUuate drainage is provided. ;hall be located on both faces of truss, and placed so their center incide with joint centerlines. idicate size of plate in inches. is ds§11n values of the CompuTrus Plate, indicated by the prefix COUNTY ?T` BUILDING DIVISION' PP ��NOgl�.�la}p� � (P WARNINGS: Ge 1. Read all General Notes and Warnings before construction of trusses. 1. 2. Builder and erection contractor should be advised of all General Notes and 2. FILE NO.: J91- Warnings before construction commences. 3. 20 compression web bracing must be Installed where shown +. 3 4. Ali lateral force resisting elements such as temporary and permanent bracing, 4 DATE: 9/6/2006 must be designed and provided by designer of complete structure. 5. CompuTrus assumes no responsibility for such bracing. S. No load should be applied to any component until after all bracing and 6. DES. BY: PZ fasteners are complete, and at no time should any loads greater than design 7• loads be applied to any component. 8` 6. CompuTrus has no central over and assumes no responsibility for the SEQ .: 3036347 • fabrication, handling ,shipment and Installation of components. g, 7. This design Is fumished subject to the limitations on truss designs set forth 10. ` by TPI In M&91 or TPUWTCA In SCSI 1-03 copies of which will be furnished by CompuTrus upon request. 11. Trans ID: 164369 +7.3.OFf1L1-E UBC 97/TPI SINGLE MEMBER FORCES 4WR(GDF) T 1=0 B 1= 117 W 1= -170 T 2= -251 T 3= -129 T 4= 0 LEFT = 282 RIGHT = 114 INT. = 164 @ 7'- 7.1' BEARING AREA REQUIRED (SO. IN) BRG @ 0'- 0.0' 0.45 OF / 0.70 HF / 0.66 SPF BRG @ 7'- 7.1" 0.26 OF / 0.41 HF / 0.39 SPF BRG @ 8'- 0.0' 0.10 OF / 0.16 HF / 0.15 SPF MAX LL DEFL = -0.001' (L/9999) @ 3'- 4.4' L/240 = 0.371' MAX TL DEFL = -0.002' (L/9999) @ 3'- 4.4' 1-/180 = 0.494' MAX HORIZ. LL DEFL = 0.001' @ 7'- 7.1' 0 0 Iles, unless otherwise noted: to support loads as shown. assumes the top and bottom chords to be laterally braced at and at 10'-0" o.c. respectively unless braced throughout their iy continuous shealhin9 Ict bridging or lateral bracing required where shown ++ ion of Cruse is the respponsibility, of the respective contractor. assumes trusses are to be used in a noncorrosive environment, for "dry condition" of use. assumes full bearing at all supports shown. Shim or wedge if ary. assumes adeUuate drainage is provided. ;hall be located on both faces of truss, and placed so their center incide with joint centerlines. idicate size of plate in inches. is ds§11n values of the CompuTrus Plate, indicated by the prefix COUNTY ?T` BUILDING DIVISION' PP ��NOgl�.�la}p� � (P . (�IIII I�IIIIIII /,ACOmpu n�Ti'nu5 Inc. This design prepared from computer input by IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL(S) TOP CHORDS: 2x 4 OF lit 1- 3 BOTTOM CHORDS: 2x 4 OF N1 1 WEBS: 2x 4 OF N1 1 TC LATERAL SUPPORT <= 12'OC. UON. BC LATERAL SUPPORT <= 12°OC, UON. OVERHANGS: 24.0° 0.0" Reactions: 421 117 12 15.50 V C-2 0 Scale: 3/16" TRUSS SPAN B'- 0.0° LOAD DURATION INCREASE = 1.25 SPACED 24.0° O.C. LOADING LL( 16.0)+DL( 14.0) ON TOP CHORD = 30.0 PSF DL ON BOTTOM CHORD = 10.0 PSF* TOTAL LOAD = 40.0 PSF* *5 PSF REDUCTION TAKEN ON BOTTOM CHORD, AXIAL STRESS ONLY. 7-10-03 I. 7-10-03 2-00.00 8-00-00 PROVIDE SUPPORT C -1.5X2.6 Trans ID: 164369 ■ UBC 97/TPI SINGLE MEMBERFORCES 4WR(GOF) T 1= 0 B 1= 114 W 1= -166 T 2= -248 T 3= -125 CANT @ 7'- 10.2" LEFT = 280 RIGHT = 110 INT. = 161 @ 7'- 7.1" BEARING AREA REQUIRED (SO. IN) BRG @ 0'- 0.0" 0.45 OF / 0.69 HF / 0.66 SPF BRG @ 7'- 7.1" 0.26 OF / 0.40 HF / 0.38 SPF BRG @ 7'- 10.2" 0.18 OF / 0.27 HF / 0.26 SPF MAX LL DEFL = -0.001' (1-/9999) @ 3'- 4.4' L/240 = 0.371' MAX TL DEFL = -0.002' (L/9999) @ 3'- 4.4' L/180 = 0.494' MAX HORIZ. LL DEFL = 0.001" @ 7'- 7.1' • BUILDING DIVISION APPROVED WARNINGS: 1. Read all General Notes and Warnings before construction of trusses. General Notes, unless otherwise noted: 1. Design t0 Support loads as shown. 4(F G 2. Sunder and erection contractor should be advised of an General Notes and 2. Design assumes the top and bottom chords to be laterally braced at 2'-0' 0.c. and at 10'-0" o.c. respectively unless braced throughout their Q o �, �. Q ( r(J FILE NO.: JC2 Warnings before construction commences. J. 2x4 compression web bracing must be Installed where shown+. 4. An laterelforce resisting elements such as temporary and bracing, length by continuous sheathing. 3 2x fmGact bridging or lateral bracing required where shown ++ @Qv R �► �j o4V��� y, A DATE: 9/6/2006 permanent must be designed and provided by designeraf complete structure. e 4. DesiInstan as of es tr is the responsibility, i the respective a environ 5. Design assumes trusses are o si used Ina non -corrosive lve environment, o A CompuTrus assumes no responsibility for such bracing• and are for "dry condition" of use. • 6. No load should be applied to any component until after all bracing and 6. Design assumes full bearing at all supports shown. Shim or wedge if DES. BY: PZ fasteners arecomplete, and at no time should any loads greater than design loads De applied to any component. necessary. 7. Design assumes adequate drainage is provided. S. CompuTrus has no control over end assumes no responsibility for the 8. Plates Shall be located on both faces Of truss, and placed so their center lines coincide with joint center, lines. rf V_ C1V1 `�• SEQ .: 3036348 fabrication, handling, shipment and Installation of components. 9. Digits indicate size of plate in Inches. • 7. This design is furnished subject to the limitations on truss designs set forth 10. For basic design values of the CompuTrus Plate, indicated by the prefix "The, by TPI in WB -81 a TPIMRCA In SCSI 1-02 copies of which will be furnished by compuTms upon request. C", see I. C.B.D. R.R. 4211. CompuTrus Not Section Plate is indicated by the prefix "CN" the 11. Not is desi nator 1r8 18 a. material used. All others are 2b e. ///\ComPuTi'us Inc. This design prepared from computer input by I IIIIII VIII VIII VIII VIII VIII VIII IIII IN n � , , /'\ `, Trans ID: 164369 LUMBER SPECIFICATIONS SIZE SPECIE GRADE TOP CHORDS: 2x 4 OF #1 BOTTOM CHORDS: 2x 4 OF k1 TC LATERAL SUPPORT <= 12"OC. UON. BC LATERAL SUPPORT <= 12°OC. UON. Scale: 1/2° TRUSS SPAN 3'- 10.3" LOAD DURATION INCREASE= 1.25 SPACED 24.0° O.C. LOADING LL( 16.0)+DL( 14.0) ON TOP CHORD = 30.0 PSF DL ON BOTTOM CHORD = 10.0 PSF* TOTAL LOAD = 40.0 PSF* *5 PSF REDUCTION TAKEN ON BOTTOM CHORD, AXIAL STRESS ONLY. 12 1-10-04 2-00-01 2-00-00 2-00-00 1-10-05 0 N PROVIDE SUPPORT Notes, unless otherwise noted: In to support loads as shown. In assumes the top and bottom chords to be laterally braced at o.c. and at 10'-0" o.c. respectively unless braced throughout their h by continuous sheathing. ipgct bridgging or lateral bracing required where shown ++ lation of Cruss is the respponsibility of the respective contractor. In assumes trusses are to be used in a noncorrosive environment, ire for "dry condition" of use. In assumes full bearing at all supports shown. Shim or wedge if In assumes adequate rovided. s shall be located on bothdrainage facesis ofDtruss, and placed so their center coincide with joint center lines. i indicate size of plate In inches. asic design values of the CompuTrus Plate, indicated by the prefix ;as I.C. B.D. R.R. 4211. ompuTrus Net Section Plate is indicated by the prefix "CN" the motor (18) indicates 18 ga. material is used. All others are 2b ga. IV n k G �P-1PROW7Fill O �Q e( 1q/�0oCUD) �* pS6Ie: 0461f V R yy e tYt . 'T T 4 OF. CA4jF�Q WARNINGS: Ge 1. Read all General Notes and Warnings before construction of trusses. 1. 2. Builder and erection contractor should be advised of all General Notes and 2. FILE NO.: J1S Warnings before construction commences. 2. 2x4 compression web bracing must be installed where shown +. 3 4. A6 lateral force restating elements such as temporary and permanent bracing, 4 DATE: 9/6/2006 must be designed and provided by designer of complete stmctum. 5. CompuTrus assumes no responsibility for such bracing. 6. No load should be applied to any component until after all bracing and 6. DES. BY: PZ fasteners are complete, and at no time should any loads greater than design loads be applied to any component. 8 6. SEQ .: 3036349 CompuTrus has no control over and assumes no responsibility for the . fabrication, handling, shipment and Installation of components. 9, 7. This design is furnished subject to the limitations on truss designs set forth 10. by TPI in MB -61 or TPLWTCA In SCSI 1-03 copies of which will be furnished by CompuTrus upon request. 11. 0 N PROVIDE SUPPORT Notes, unless otherwise noted: In to support loads as shown. In assumes the top and bottom chords to be laterally braced at o.c. and at 10'-0" o.c. respectively unless braced throughout their h by continuous sheathing. ipgct bridgging or lateral bracing required where shown ++ lation of Cruss is the respponsibility of the respective contractor. In assumes trusses are to be used in a noncorrosive environment, ire for "dry condition" of use. In assumes full bearing at all supports shown. Shim or wedge if In assumes adequate rovided. s shall be located on bothdrainage facesis ofDtruss, and placed so their center coincide with joint center lines. i indicate size of plate In inches. asic design values of the CompuTrus Plate, indicated by the prefix ;as I.C. B.D. R.R. 4211. ompuTrus Net Section Plate is indicated by the prefix "CN" the motor (18) indicates 18 ga. material is used. All others are 2b ga. IV n k G �P-1PROW7Fill O �Q e( 1q/�0oCUD) �* pS6Ie: 0461f V R yy e tYt . 'T T 4 OF. CA4jF�Q ��iill til II I'll �Compuirus Inc. This design prepared from computer input by I IIIIII IIIII IIIII VIII IIIII IIIII VIII Illi IIII Z\ ^ Z'. — — — Trans ID: 164369 LUMBER SPECIFICATIONS SIZE SPECIE GRADE TOP CHORDS: 2x 4 OF H1 BOTTOM CHORDS: 2x 4 OF N1 TC LATERAL SUPPORT <= 12°OC. UON. BC LATERAL SUPPORT <= 12°OC. UON. Scale: 1/2" JOB NAME: FILE NO.: J2S DATE: 9/6/2006 DES. BY: PZ SEQ.: 3036350 f - C> v 0 0 TRUSS SPAN 2'• 0.0" LOAD DURATION INCREASE = 1.25 SPACED 24.0° O.C. LOADING LL( 16.0)+DL( 14.0) ON TOP CHORD = 30.0 PSF DL ON BOTTOM CHORD = 10.0 PSF* TOTAL LOAD = 40.0 PSF* *5 PSF REDUCTION TAKEN ON BOTTOM CHORD, AXIAL STRESS ONLY. 12 8.00 V 2.00-00 2-00-00 Ln 0 OVIDE o PPORT c� 2-07-05 0-07-05 WARNINGS: 1. Read all General Notes and Warnings before construction of trusses. 2. Builder and erection contractor should be advised of all General Notes and Warnings before construction commences. 3. 7x4 compression web bracing must be Installed where shown +. 4. All lateral force resisting elements such as temporary and permanent bracing, must be designed and provided by designer of complete structure. CompuTrus assumes no responsibility for such bracing. S. No load should be applied to any component until after all bracing and fasteners are complete, and at no time should any loads greater than design loads be applied to any component. 6. CompuTrus has no control over and assumes no responsibility for the fabrication, handling, shipment and Installation of components. T. This design is furnished subject to the limitations on truss designs set forth by TPI in 196.91 or TPIIWTCA in SCSI 1-07 copies of which will be furnished by CompuTrus upon request. General Notes, unless otherwise noted: 1. Design to support loads as shown. 2. Design assumes the top and bottom chords to be laterally braced at and at 10'-0" o.c. and unless braced throughout their lenggth by continuous sheathin . 3. 2. fm act bridgging or lateral brgacing required where shown ++ 4. Installation of Fruss is the res?onsibllity of the respective contractor. 5. Design assumes trusses are to be used in a noncorrosive environment, and are for "dry condition" of use. 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes ade4uate drainage is Drovided. 8. Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. 9.Digits indicate size of plate in inches. 10. For basic desi4n values of the CompuTrus Plate, indicated by the prefix "C", see I.C.B.D. R.R. 4211. 11. The:CampuTaus. Net 25ioen Plate is indicated by he refht "CN" the N ■ t'SL��t�; 1't:u � NM'c okal f I'III II I II IIII �r mm�t Trrt Ii=i Int - LUMBER SPECIFICATIONS SIZE SPECIE GRADE TOP CHORDS: 2x 4 OF #1 BOTTOM CHORDS: 2x 4 OF #1 TC LATERAL SUPPORT <= 12 OC. UON. BC LATERAL SUPPORT <= 12°OC. UON. n o 0 0 Scale: 1 FILE NO.: J3S DATE: 9/6/2006 DES. BY: PZ SEQ.: 3036351 12 This design prepared from computer input by 11111111111111111111111111111111111111111IIII Trans ID: 164369 TRUSS SPAN 2'- 0.0° LOAD DURATION INCREASE = 1.25 SPACED 24.0° O.C. LOADING LL( 16.0)+DL( 14.0) ON TOP CHORD = 30.0 PSF DL ON BOTTOM CHORD = 10.0 PSF" TOTAL LOAD = 40.0 PSF* '5 PSF REDUCTION TAKEN ON BOTTOM CHORD, AXIAL STRESS ONLY. 2-00-00 2.00-00 3-07-12 1-07-12 C4 WARNINGS: 1. Read all General Notes and Warnings before construction of trusses. 2. Builder and erection contractor should be advised of all General Notes and Warnings before construction commences. 2. 2x4 compression web bracing must be Installed where shown +. 4. Ali lateral force resisting elements such as temporary and permanent bracing, must be designed and provided by designer of complete structure. CompuTrus assumes no responsibility for such bracing. 6. No load should be applied to any component until after all bracing and fasteners are complete, and at no time should any loads greater than design loads be applied to any component. 6. CompuTrus has no control over and assumes no responsibility for the fabrication, handling, shipment and installation of components. 7. This design is furnished subject to the limitations on truss designs set forth by TPI in MB --91 or TPMCA in SCSI 1-02 copies of which will be furnished by CompuTrus upon request. General Notes, unless otherwise noted: 1. Design to support loads as shown. 2. Design assumes the top and bottom chords to be laterally braced at 2'-0' o.c. and at 10'-0" o.c. respectively unless braced throughout their lenggth by continuous sheathin . 3. 2x fm act bridgging or lateral bfecing required where shown ++ 4. Installation of fru s is the resunsiblli of the respective contractor. 5. Design assumes trusses are to be usd in a noncorrosive environment, and are for "dry condition" of use. 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes ade44uate drainacege is provided. 8. Plates shall be locate tl on both fas of truss, and placed so their center lines coincide with joint center lines. 9.Digits indicate size of plate in inches. A. For basic desiggn values of the CompuTrus Plate, indicated by the prefix see I.C.B.17. R.R. 4211. 11. The Com Net Section Plate is indicated by the gefoc "CN" the designator (18) indicates 18 ga. material is used. All o hers are 2b ga. 0 1 BUTTE iE COUY TY BUILDING DIVISION APP OVE-D an -C BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.netWds PERMIT NO. BP042242 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 08/31/2004 APN: 028-210-053-000 the Business and Professions Code, and my license is in full force and effec Licentse Class: �b Number: r 06 Site Address: 145 SURVEYORS WAY BAN SLic�e'nse Date: �_lV J Contractor: V K : Map Index: i Descrtion: FIRE SPRINKLERS BP#04-1166 Description: 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 Owner: WALLACE NANCY to its issuance, also requires the applicant for such permit to file a 1306 1306 C CARNATION CT C signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section LLE, CA 7000) of Division 3 of the Business and Professions Code) or that he or 95661-5406 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 Applicant: WALLACE NANCY owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, Contractor: SQUYRES JR, WILLIAM and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). P O BOX 3176 ❑ I am Exempt under Article 3 of the Business and Professions Code CHICO, CA 95927 Date: Owner: License #: 275206 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of ,the Labor Code, for the performance of the work for which this permit Architect: is issued. ❑ I have and will maintain workers' compensation insurance, as Engineer: required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Total Square Ft: 0 S. F. Policy #: Valuation: $0.00 1 certify that in the performance of the work for which this permit is Census Code: issued. I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith corn ly with those provisions. ` — ' U Date: Applicant: WARNING: Failure to secure workers' compe sation coverage is unlawful, and shall subject an employer to crimin I 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 Oen Ito 17 l oq- q 8 7/z B/o4 code, interest, and attorney's fees. " CONN RUCTION LENDING ACittICY — — -- iris pemrui `he rebyissueo-under the appiicabie provisions of the Butte County Code anaior I hereby affirm that there is a construction lending agency for the Resolutions o do work indicated above for which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) v 8, s�+ Q4 Name: By: Date: PERMI PIRES ON: PJ 31. O�5 Address: Date ❑ I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly,authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substa ce of any official form doc ment of Butte County. I hereby authorize repr entativgs ofj�utte Couenter upon the above mentioned property for inspection pu Print Name: -1 !�V tA f Signature: Z p J (Z) Date: I 1 ❑ Owner Contractor ❑ Agent for Owner ❑ Agent for Contractor BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OF APPLICATION "PLEASE PRINT CLEARLY" AP PL C NT NAME CO RACTOR Name (` e Address O 1' , city � C.o Stag Zip Zi S�Z Phone _ Fax 3� E-mail State License Number Lic. # eiaas `. AP PL C NT NAME ARCHITECT/ENGINEER me city Addr s Zip City Fax State Zip EPhone Book Fax E-mail Planner State License Number AP PL C NT NAME Name Address city State Zip Phone Fax E-mail APPLICANT SIGNATURE X For office use only: Zoning Pro rty Ad aN Flood Zone Cross Street SRA I Yes I No Occ. Type Const Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS PERMIT NO. BIN # ' LOCATION' Pro rty Ad aN I c Of Cross Street WORKER'S COMPENSATION Policy Number Carrier Uhiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance, LENDING AGENCY Name Address Dnription or Scope of Wor 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 refimdable. Feceipt ved by: Amount VY.Bldg SRA #: heriif SMIP Other Total ------------- K:\FORMSWILDING F0RMS\B1dgApp1SubRgmts.doc Page 1 of z Ktv b -'1b -U4 SUBMITTAL REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply fora permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INS. Residential, New, Remodels, Additions, and Accessory Structures: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ 2. 3 Complete sets of plans, signed by the preparer. NO GRAPHPAPER! OR 3 Sets Engineered plans (if.required) with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). - ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation. (Note: Not required for additions to mobile or modular homes.) ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Detached Accessory Building Form, filled out by the property owner (if required). ❑ 8. Sanitation and site plan approval from the Environmental Health Department. ❑ 9. Metal Buildings: (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. Mobile, Manufactured, or Modular Homes: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ 2. 2 Data sheets and installation instruction manual. ❑ 3. 2 Marriage line information. ❑ 4. 2 Floor plans. ❑ 5. 2 Engineered Tie Downs or Foundation plans. ❑ 6. Sanitation and site plan. approval from the Environmental Health Department. ❑ 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required). Commercial, New, Additions and Remodels: ❑ 1. 4 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ 2. 4 Engineered plans with wet signature on plans AND 2 sets of stamped and signed calculations, with code analysis. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation (if required). ❑ 6. - 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Statement of Intent for Non -heated and A/C (if required). ❑ 8. Metal Buildings: (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. ❑ 9. Letter of intent. > - ❑ 10. Hazardous Material Form. ❑ 11. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530) 538-7541. OVER FOR BUILDING PERMIT APPLICATION KAFORMSWILDING F0RMS1BIdgApp1SubRgmts.doc Page 2 of 2 REV 6-16-04 J . 1� COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: , ASSESSQR PARCEL NUMB Or/ Proposed Building User/t! C' rCounter Technician: Date: Items re ired in order to apply forla permit. All boxes MUST be checked OR marked NA iri order to apply. 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Lefler from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner ❑ 14. Hazardous Material Form ❑ 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable. ❑ 16. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers............................................................................................ ❑ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required ........................................... ........ ❑ 20. Erosion Control Plan Required........................................................................ ........ ❑ 21. Fees as shown on the attached Schedule of Fees Due Sheet .............................. f ' ❑ 22. City of Chico Plumbing permit........................................................................ / r ❑ 23. California Department of Forestry -plan approval ❑ paid. Sent by: ❑ 24. Planning approval (A) Use: (B)Parking: (C) Parcel Check: ❑ 25. Contact Land Development about _ Improvements, _ Drainage ......................... ❑ 26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Pre -Inspection for required....... ❑ 29. Contractor's license inform ation,.Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier and Policy Number .......................................... ❑ 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 32. Letter of Signature authorization......................................:............................. ❑ 33. Recorded copy of Agricultural Acknowledgment Statement .................................. ❑ 34. Manufactured home utility clearance............................................................... ❑ 35. Existing violations and/or expired permits......................................................... ❑ - 36. Deed Restriction......................................................................................... ❑ 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 38. Other: ❑ 39. Other: When issued Telephone and hold for pickup. I have been informed of the above items an requirements for obtaining a building permit. G Applicant: Date: I "�� 1. Index permit application for the above items numbered: 2A Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner was advised of the ab ve ata by ❑ phone, ❑ mail, ❑ cou to by Date: Plans reviewed by: Date: Plans approved by: Date Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division 8 7. 6 5 Original Scale: I"= 183.33 feet ADJACENT- — MAl1 IPARCE—LI NFOR0Nl . ISIZE (AC): !ZONING:_-.—_ _^�__ I - !GEN PLAN: DIUSES: _ 1308.00 ADJACENT PARCEL INFORMAl10NI SIZE (AC): C ZONING: GEN PLAN: I USES: L A Nort�. 4 3 2 1° REVISIONS ZONE REV. DESCRIPTION DATE APPROVED N �\OQO OQs 4p� C- o Proposed well Site 34 4P� � } w . O �o CSO a) Future 600 ; Work Shop U O ` c O Drive Way 75 cn \ ADJACENT . - - PARCEL INFORM, SIZE (AC): . ZONING: GEN PLAN:. USES: 1304:39 405 8 7 6 5 4 Proposed Well Area .65 \NO not to scale Proposed House: 2160 sf Main House Srg 1218 sf lWinished OQ 4 . Basement s0 O -50 sf Bonus Room Q/1 C/11) Q� C�� 1336.94 Poposed 655 Septic Tank 25' min from C House A DJACENT Proposed ARCEL INFORMATION Leach Trench IZE (AC): DETAIL B ONING: .EN PLAN: SG;!' t' 4(NVI i - ILDING PLAN APPROVAL :g SES: Use: /05 ate: � I3 G Paridng: Landscape g: other 0 f Proposed Signature: /Utilities Line tlm B Assessor's Parcel Number: 42 g- a/b Owner Name: ���v� c 4= Address: vt, y' v ors w Phone No: Cly -.3 i � (Site Location:/2/�-,,, vL - Zoning: —�- — ✓-- General Plan: i Contact Name / Phone No: NAME DATE Syncrotec DRAWN NURMI 4/20/04 1293 Campbell Court CHECKED Gardnerville, Nevada 89410 775-783-1068 PROJECT TITLE:. A .LMMENTS: WALLACE RESIDENC Utilities MAY 2 6 2004 SIZE DWG. NO. REV Easement SACRAMENTG -B. PM -001 Uf h1AF�T ERJ Po%*'S°: SCALE: 1:2200 SHEET 1 OF 1 3 2 1 E A 7 I Original Scale; 1 "=183.33 feet DI ADJACENT PARCEL INFORMATION ZONING: _ GEN PLAN: USES: S 1336.94 ADJACENT I PARCEL INFORMATION! SIZE (AC):. j (ZONING: ]GEN PLAN: USES: � f I 5 I � ADJACENT 'PARCEL INFORMATION :SIZE (AC): 'ZONING: fGEN PLAN: I--- --- ---- — — -._.. - iUSES: 1308.00 ._-------------------__ ._ d L2 ~�Q 01Q Proposed oQsO 0 c�h . Proposed well Site �O 34 P� B 5�0� �O Future 600 Work Shop 75 Drive Way 1304:39 405 LI ZONE I REVISIONS DESCRIPTION DATE I APPROVED Proposed Well Area 65' not to scale Proposed House: 2160 sf Main House sir 1218 sffinished Basement s0/ 0 Q�'6 5415,sf Bonus Room qy Qac 1336.94 PoposedSeptic Tank 25' min from House I DJACENT Proposed PARCEL INFORMATION( Leach Trench SIZE (AC): I DETAIL B i�ZONING: ENGEN PLAN: —i SEAL. N , DIVMl- ILDING PLAN APPROVAL !USES: A' Use:OJSF4-q ate: Sf (3 d c•f Parking:®ELandscaping: Other:06 Proposed Signature Utilities Line Assessor's Parcel Number: 0 8 1, c - 6S-:1 ;Owner Name: 6-4/ft- % _ Address: -51,. v o's' Uj - IPhone No: /6) -?/(.- I Site /`-ISite Location: ��✓ of , S�� L-� e s' G� Aping 9:i !General Plan: _S Contact Name / Pho a No: 655 0 I< Syncrotec 1293 Campbell Court Gardnerville, Nevada 89410 775-783-1068 PROJECT TITLE:. F WALLACE RESIDENCE SIZE DWG. NO. REV B PM -001 SCALE: 1:2200 SHEET 1 OF 1 D o i Utilities Easement NAME DATE DRAWN NURMI 4/20/04 CHECKED GERE(C91 Vl NTS:! " SAY 2 6 2004 SA ME" RT UNHAPE7ERSEN 0 I< Syncrotec 1293 Campbell Court Gardnerville, Nevada 89410 775-783-1068 PROJECT TITLE:. F WALLACE RESIDENCE SIZE DWG. NO. REV B PM -001 SCALE: 1:2200 SHEET 1 OF 1 D o i sHUR W41 WHOULE FOR 5PRUGE-PINE-1= I R m (5E 15M I G ZONE 3) GONIGRETE SYM. 5HT6. NAIL SIZE 9PAGMr6 �FfJllt V2 0 SPAGMrG SPACING SILL NAILING MATL POST LP NOTE 5 1~5TA6FiDRED) ■ 2A EPEE 9.15 I 7/li' osa 0d be OG 12' OG. 20t 46' OG. 22' lid • N' OSTI520 2 iAV 055. 9w 4' OG. 112- O.C. 824 00' OG. 141 *d • 0 (2)1/64 8 *?/*1 Cyd 0d 9' OG. w OG. no 20' OG. a' .*d • 5' 10 (4> 'Uli' 055. Ott 2' 0.0. 112- O.C. 5" 16004. 65' *d • 95' 6 5 F,Ur32' 055. 8d 2' OG. 12' OG. 5" 161 OG. 75' lid • 9' i i awl O Sa IOd 2' OL. 12' OG. . 113 13' OG. 65' lid a 23' i �TM51 0d 5104. 12' OG. X102 10' OG. 5' lid • 2' i 0 Isr'S2' 055. bd 2' OG. 12' OG. INI7 D' OG. 4' 2-2x ' 1-3/0' 5671520 tbOTN 51DE5�J �■ lid 4 1.54 i X32' o". IOd 2' OG. 12' OG. 1427 i' OG. 'S' 0' 0" SIDES) lid 4 1.23' i NOTE, U 91EAMNG USED IN Tif CONSTRICTION OF SEAR WNIS TO BE 4' X O' KNIKH EXCEPT AT DOMAN25 OR AT GRANGE IN FRAMNG Wt'iM= THE MINIMIM hMDM IS TO 15E 24' TYR D' 2) rRAMIN6 M3499E; OR RD=* F901RED AT ALL PANEL EDuES IN SNEAK HALL. NPAND22 9) AMCIIOR DOLTS AIME INTO MR SILL PLATES. - 4) � INAMiE T3 IN ALL WALLS XiNG SFENIWALLS FW 2'X2'X3/li' TROK a 5) ALL EXT GOR WALL FOOTINGS TO HAVE V2' DIA. X 10' ANCHOR DOLTS AT 40' OG. L NlE5G NNMD22-2P O're MSE NOTED. i) FOUNDATION SILL PLATE AND ALL R MNG MEMEERS WeAVING EDGE NAILING PROM AOMN5 PANELS Ii MIRE 3' NOMINAL 119 FOR nM SW-ARWN.L& p• 'U MINHH OF 2 ANAIORS PM SNEARwALL MST= a) SWM VAlLIES FOR SPIMICE PINE FIR ARE 0,152 TIME5 STIr1G=& I VAL1ES SHORN IN IMI'( NEG TAKE 2941-1-1 FOR 00J&AS FlR U Sim TO W 16' OG. 0 h5TG4o O�Y USE 2' NOMNAL SILL PLATE IF NIMIR OF ANA10R DOLT515 DOUBLED. 51R5PF3 HOLD DOWN SCHEDULE m DIST. FROM GONIGRETE MST MNIMIM 5YM. Mom Hmmm c2lkm of ANAIOR TYPE OSUMMTS NIMBER POST GONG. ANCAM TI SII DOIlD1.E TNIc ■ 2A ID2A 2-2x I mb, SSTDIi 5671590 0508 i' ■ 5A ND5A 2-2x 2 9/16' OSTI520 OSTI524 (2)5/40 6' 6 NDOA 4x - .' .2 IM' SS71520 SSTI%4 (2)1/64 6' ■ OA (DOA 4x 2 IA6' 56T1520 SSTD04 01/6" a 10 HMA 6x 2 VI6' SSTD20 96TW4 (4) Ve' 0' ■ 1A NDI4A ix 1 2 3/161 MRMM MM. 4' (4)1' 0' ■ 15 HD15 6x 2 W #&P/W. 41 MN (5) 1' 0' P2 PND2 2-2x ; I -w 5071516 OSTS20 )„ wS i' P105 2-2x 1-"* SOT920 967524 V)'4 i' PHDi 2-2x ' 1-3/0' 5671520 SSM4 �■ PHDO 2-2x 1-0/15' 5611520 '5671504 0' P P41042 4x D' N NPAND22 4x - a H2 NNMD22-2P 4x p• ■ 26 MST= 2-2x 0 h5TG4o 2-2x 52 MST02 2-2x MSTC66 2x NOM V MW NAIL SHEAR KALI.91fATtft TO FORS PASTENW TO HOLD DOMW% 2) THE MNMIM CONCRETE STM94514 AT 26 DAYS TO BE 2500 pal 9) ALL HaD M6 SHALL. DE INSTALLED IN STRICT AGCARDANGE WTH ALL OF THE MAK FAGUNEIt5 INSTALLATION ICOM MATIONS. 4) HOLD" HARIE DWNVAL 151! MANM'A0TW4W DR1M' Y ,NHw-ON 5TONG TIE' 00. 5) PROVIDE 5' MW04 COVER FOR ALL CONCRETE ANAIORS. i) USE 'VW HPAND22-2P HOLDOAO IN LIEU OF HPA4D22 HOLDOM AT ALL TWO I�OUft FOUNDATION SYSTEMS. 1) INSTALL STANDARD NUTS, KA6M:II0, AND COIUPLIMS AS MEM 1817. N, WAN -11-00 1_ N 5050 5L TYP. •BAY 5050 5L TYP. • BAY 2 -------------------- ---------------- - - - - - - r- ------- p L a KEEP:INc% MASTER PORCH ROOM SUITE Y , 1046 6066 FR 2650-2 Z 4 4 ERO CLR. t I ... - � GSMT FIREPLACE I j P2i ; li' I j i I I I t t DN. TO BSMT I - 014� P51 , BREAKFAST ; DINING t O BATH LIVING ROOM , 1 2 I ; ; s' a x I DECK lel/ PILLARS t ARCH I Ii2D SCREEN ROOM - - - - - - - - - - ; (NON-STRUC'NRAL ) O t t , PANTRY -if v CL.OsE I P21 -----_ P� I --- ..------ 4 I �----— ------------------------------------- CLOONT 2O6b 166 2 II '? b � - I BEDROOM ENTRY �° �e --- �26 KITCHEN 6068 06` LAUNDR ' o H oEo 266b PKT 10' UP BATH d BEDROOM 4'-31/4" t N 3066-2 W/ I�' i '1'-01/4"ABOE 5.125X6 AI/DF/ ; DN in PORCH I 6L.UL.AM POST TO + O Off Q i %WORT GIRDER L------ ------- _� -IT---- H ------------� 3030 GSMT.------- i ABOVE CLOST. 2 1 WIN1 WHO. DOW SEAT W/ , m WOfi�'K 1 �0 - 1 r' 4LANDING L-5TORA&E •� SHOP P - i 1 4'-b 1 b'-0 1/4" 4'-5 1/2" 4'-51/2 12'-6 3/4" r" 1 N Q40 1 N I 1-0 1t -0N Q'X'i' 6 SLOPE • I/ " ARAGE PER FOOT DOOR DROPPED FLOOR /� BEAM ABOVE I J i I I I I 1 5.125X6 AI/DF 6L P05T TO DROPPED , 1 O FLOOR BEAM ABOVE I W/ "SIMPr C45 1/4-6Ir ` t t I ABOVE AND 0566 I� all MAIN FLOOR 2160 50. FT. Ib X11 GARAGE BELLOW v GARAGE IOg0 50. FT. DOOR I GARAGE FIRE PROTECT PER CODEt N N Lj =0 V) APPROVED 5/b GYP. BOARD (I HRJ ON ALL 5URFAGES COMMON TO RESIDENCE , �y AND 6ARA6E FROM FIN15H F TO ROOF. (INCL-UDIN6 POSTS AND Envlro Butte nou Heal BEAMS) CEILING WIRES TWO (LAYERS OF 5/6" TYPE X 6YPr�lJM O -?,Of ESS o WALLBOARD WITH INTS 24' FROM BASE LAYER JOINTS. I ��. �P B. !!� DOORS FROM 6 TO REST E TO BE 1-3/b" 50LID CORE F Date SEL I s CLOSING. I sigriaturejI No. 21,2 Exp. EnvironrmAntal Health I s 0 1 0 cwl,l. FEB �- 2 2004 5.125X6 AI/DF 6LULAM POST TO I +� GAL. 7 County Center Drive I SUPPORT GIRDER ABOVE I OF Oroville, Ca , --------- 1- ------------- ----- ' N W- - Af r )., m ,I WAN -11-00 1_ N 5050 5L TYP. •BAY 5050 5L TYP. • BAY 2 -------------------- ---------------- - - - - - - r- ------- p L a KEEP:INc% MASTER PORCH ROOM SUITE Y , 1046 6066 FR 2650-2 Z 4 4 ERO CLR. t I ... - � GSMT FIREPLACE I j P2i ; li' I j i I I I t t DN. TO BSMT I - 014� P51 , BREAKFAST ; DINING t O BATH LIVING ROOM , 1 2 I ; ; s' a x I DECK lel/ PILLARS t ARCH I Ii2D SCREEN ROOM - - - - - - - - - - ; (NON-STRUC'NRAL ) O t t , PANTRY -if v CL.OsE I P21 -----_ P� I --- ..------ 4 I �----— ------------------------------------- CLOONT 2O6b 166 2 II '? b � - I BEDROOM ENTRY �° �e --- �26 KITCHEN 6068 06` LAUNDR ' o H oEo 266b PKT 10' UP BATH d BEDROOM 4'-31/4" t N 3066-2 W/ I�' i '1'-01/4"ABOE 5.125X6 AI/DF/ ; DN in PORCH I 6L.UL.AM POST TO + O Off Q i %WORT GIRDER L------ ------- _� -IT---- H ------------� 3030 GSMT.------- i ABOVE CLOST. 2 1 WIN1 WHO. DOW SEAT W/ , m WOfi�'K 1 �0 - 1 r' 4LANDING L-5TORA&E •� SHOP P - i 1 4'-b 1 b'-0 1/4" 4'-5 1/2" 4'-51/2 12'-6 3/4" r" 1 N Q40 1 N I 1-0 1t -0N Q'X'i' 6 SLOPE • I/ " ARAGE PER FOOT DOOR DROPPED FLOOR /� BEAM ABOVE I J i I I I I 1 5.125X6 AI/DF 6L P05T TO DROPPED , 1 O FLOOR BEAM ABOVE I W/ "SIMPr C45 1/4-6Ir ` t t I ABOVE AND 0566 I� all MAIN FLOOR 2160 50. FT. Ib X11 GARAGE BELLOW v GARAGE IOg0 50. FT. DOOR I GARAGE FIRE PROTECT PER CODEt N N Lj =0 V) APPROVED 5/b GYP. BOARD (I HRJ ON ALL 5URFAGES COMMON TO RESIDENCE , �y AND 6ARA6E FROM FIN15H F TO ROOF. (INCL-UDIN6 POSTS AND Envlro Butte nou Heal BEAMS) CEILING WIRES TWO (LAYERS OF 5/6" TYPE X 6YPr�lJM O -?,Of ESS o WALLBOARD WITH INTS 24' FROM BASE LAYER JOINTS. I ��. �P B. !!� DOORS FROM 6 TO REST E TO BE 1-3/b" 50LID CORE F Date SEL I s CLOSING. I sigriaturejI No. 21,2 Exp. EnvironrmAntal Health I s 0 1 0 cwl,l. FEB �- 2 2004 5.125X6 AI/DF 6LULAM POST TO I +� GAL. 7 County Center Drive I SUPPORT GIRDER ABOVE I OF Oroville, Ca , --------- 1- ------------- ----- ' N W- - Af r )., r WAN -11-00 1_ N 5050 5L TYP. •BAY 5050 5L TYP. • BAY 2 -------------------- ---------------- - - - - - - r- ------- p L a KEEP:INc% MASTER PORCH ROOM SUITE Y , 1046 6066 FR 2650-2 Z 4 4 ERO CLR. t I ... - � GSMT FIREPLACE I j P2i ; li' I j i I I I t t DN. TO BSMT I - 014� P51 , BREAKFAST ; DINING t O BATH LIVING ROOM , 1 2 I ; ; s' a x I DECK lel/ PILLARS t ARCH I Ii2D SCREEN ROOM - - - - - - - - - - ; (NON-STRUC'NRAL ) O t t , PANTRY -if v CL.OsE I P21 -----_ P� I --- ..------ 4 I �----— ------------------------------------- CLOONT 2O6b 166 2 II '? b � - I BEDROOM ENTRY �° �e --- �26 KITCHEN 6068 06` LAUNDR ' o H oEo 266b PKT 10' UP BATH d BEDROOM 4'-31/4" t N 3066-2 W/ I�' i '1'-01/4"ABOE 5.125X6 AI/DF/ ; DN in PORCH I 6L.UL.AM POST TO + O Off Q i %WORT GIRDER L------ ------- _� -IT---- H ------------� 3030 GSMT.------- i ABOVE CLOST. 2 1 WIN1 WHO. DOW SEAT W/ , m WOfi�'K 1 �0 - 1 r' 4LANDING L-5TORA&E •� SHOP P - i 1 4'-b 1 b'-0 1/4" 4'-5 1/2" 4'-51/2 12'-6 3/4" r" 1 N Q40 1 N I 1-0 1t -0N Q'X'i' 6 SLOPE • I/ " ARAGE PER FOOT DOOR DROPPED FLOOR /� BEAM ABOVE I J i I I I I 1 5.125X6 AI/DF 6L P05T TO DROPPED , 1 O FLOOR BEAM ABOVE I W/ "SIMPr C45 1/4-6Ir ` t t I ABOVE AND 0566 I� all MAIN FLOOR 2160 50. FT. Ib X11 GARAGE BELLOW v GARAGE IOg0 50. FT. DOOR I GARAGE FIRE PROTECT PER CODEt N N Lj =0 V) APPROVED 5/b GYP. BOARD (I HRJ ON ALL 5URFAGES COMMON TO RESIDENCE , �y AND 6ARA6E FROM FIN15H F TO ROOF. (INCL-UDIN6 POSTS AND Envlro Butte nou Heal BEAMS) CEILING WIRES TWO (LAYERS OF 5/6" TYPE X 6YPr�lJM O -?,Of ESS o WALLBOARD WITH INTS 24' FROM BASE LAYER JOINTS. I ��. �P B. !!� DOORS FROM 6 TO REST E TO BE 1-3/b" 50LID CORE F Date SEL I s CLOSING. I sigriaturejI No. 21,2 Exp. EnvironrmAntal Health I s 0 1 0 cwl,l. FEB �- 2 2004 5.125X6 AI/DF 6LULAM POST TO I +� GAL. 7 County Center Drive I SUPPORT GIRDER ABOVE I OF Oroville, Ca , --------- 1- ------------- ----- ' N W- - Af r )., TO: FROM: SUBJECT: Building Department Environmental Health Sanitation Clearance E.H. USE ONLY Plot Plan Attx3ior�.�L�> Flop Plan Attacher Sant to LD_ _ i I q �� �� I • T r 53 0�ve::tea� Z -0a e,2-F-,vo v+mer Location AP# Plan Approved for: Sewage Disposal ✓ Water Supply: Public Private Well Clearance for dwelling. OtherE.02ya»-� Hold final for: Final clearance O.K. for: NOTE: ' E vironmental Heal Specialist Date WQ O co m 0 W LLi Q U O O Ox OFO EllIWO0 _ O�O a 0 U w c✓ Q toLL I z W 0 W O f� i • r 2 I I W m m L .J - ------------------- -p N L®J U') O W a� rn I I W � Z vc W =z ovrn W y f NNS I y�n�•� I d- co 41-41 Of �wL 00 LO Q� JI IW _..) ISIl LO CO O co m 0 W LLi Q U O O Ox OFO EllIWO0 _ O�O a 0 U w vvumy %oumoi urlve OroVille, Ca r r c✓ I z W O F� Z 2 W m m C G - ------------------- •• O W I I W � Z W =z � W y f I LTJ 41-41 Of JI IW VLLJ 1910 �1 I___________ I 0 Q 2 OL m W I I vvumy %oumoi urlve OroVille, Ca r r i c✓ z O F� Z 2 W m m C G •• O W � Z W =z � W y f i