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HomeMy WebLinkAbout028-440-028IT NOTES;: ��- RESIDENTIAL ` PERMIT NC' 028-440-028 04-3544 / k MARCINIAK, ROBERT -DA �� � � ORANGE AVE, BANGOR ' _ .nt: ,'HICO CONST. INC. Po `ad Jnr NEW SINGLE FAMILY Olt 7_1j:3 G�G�- F ' R r. SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. ` SPECIAL INSPECTION ITEMS VERIFY Ji USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER ` fjjv i JOB FINALED Signature L OBOM URNATM CO., ROC WWLAMM C.ER WAlrE 3c) Qew.Ge,� .__._ • %i',� / / i lam •T T^ � t: r-1 • 1 t-�: Alh�ar�l BMW Norse Th�tYi61i RNw (Ree) Z. CELNG Belli or BMnW Type j3WMkmBgb 8rared Na m johns ManvNie ) 13 7bmutd Ria (R,Vdw) Z29 rl Cowaaft IT& deslbe m woom sq.. (oI �. Man= 7mdmw 15. 5 Mmudadur060 sdvrtiedghtkper eglransiMl* ad*m7hsrMd Rwdnae (R VWw) &ECrERIORWALL PWbvNd r kmddon Depth & FDLRMTIM WALL . Tmdmm ( ) t1-« : �,,N I.o:L 51 -sclbn " I t . I p . CFS :3 Broad Now _ JAIM MMmdAQ- iberrrrvll Ree oWft (IWSre►).. a� Brand Free ThwMd PiNkhma (R-Vdue) Brand NNne 'i on id RoddW a (Ralahle) Brod Now Thenad R lable n P (R-VdtwL 4.. J=OK 0 = Not OK . = 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/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test-Wrap; -/ /" L -ft. / P Nat. or/ /" L "ft./ 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/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. 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 . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s g-Setbac ks- Easements- Flood -Slope Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth L 3. Ftg., Garage; Soils -Steel -Elea Grnd.-/ /" Ftg. Depth 4. Ft , Porches & Decks; Soils -Steel-/ /" Ftg. Depth temwalls, Main; Steel-Blockouts-Wrapped Downs and Special Anchors Fall -Fitting -Test -2 Way C/O -Sewer est Gas Pipe; Size Anchors -Yard G ping; Size Test 1. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date P-1 Card B- Date Card B-1 Date PLUM G (Permit) OK except #'s tr.; Vent -Access -Combustion Air Baffle 1er Pipe; Test & Anchor -Nail Protection W.V.; Test Fittings & Anchor -Nail Protection tl 0 Shower Pan; Test, First Floor -Tub Access 21. T t Tub & Shower, Second Floor -Tub Access as Pipe; Sixe & Anchors 23. Fire Sprinkler; Test Date 9 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELEC SAL (Permit) OK except #'s ,Fure & Transformer Clearance -Ins. Protection 26- toc.Receptacles Spacing -Lights & Switches at Doors e Boxes & No. of Conductors Stapled fYomex Installed Close to Edge of Studs & C.J. E uip. Ground made up w/Mech Fasteners -Bond G'Kter 2 Appliance Circuits in Kitchen & Conductor Size GFI 3 Subftped Wire Size/. /ga. Cu or AI-A.C. Wire Size/ u or Al 1. nge Circle/ V �g or AI -Oven Circ. / /ga Cu or Al Insulated Neutral O Yes O No 32. Servic iser Conductors & Ground Main Disconnect . CI arances Panels-Motors-Mech. Equip. aL,eroto<closet Light -Shower Light -Spa Light moke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHA41CA (Permit) OK except #'s A.C. cts Insulation & Support e an, Exhaust above insulation ondensate Drain & Overflow, Size & Grade 39. Fur cue -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 4Qr<ttic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRA G (Permit) OK except #'s Sil per Materials & Anchors s Studs -Nailing Spacing & Braces -Plates -Sound B ing Walls over Girders & Floor Nailing ra top in Walls (rat proof) re Stops, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size & Bearing Date FRA ontinued) ers-Post Caps -Anchors -Connectors ling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. Fir ac Ties or Type A Flue -Fireplace Throat Clearance tt' ccess; Size & Romex Protection -Draft Stop -Ins. Baffles drm. 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. aairrWidth- Head room -Rise -Run- Land ing-Fire Protection . Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. StLtado Mesh -Drip Screed -Fd. Vents-Underflr. Access I V - @T Brace Interior/Exterior Wall Panels I<- 62. 62. Insulation -Walls -Ceilings 63. Infiltration -Wall Windows / Date Card B-1 Date - Card B - Date Card B-1 Date Card B-1 Date FINA a e cept #'s 6 tees -Door & Sideliaht Protection- Landinas b, Air -Connector - in Uarage; Above Floor-Mech. Protection 78. ec. & Mech. Equip. Listed for cation 79. EI epeptacles in Garage. -Romex Protection 80. In tion-Foam-Looke in Attic 81. Gua ails & Deck Const ion -Post Caos 82. Fda!nBents & Crawl Hole DoTr-Drainage & Wood -Earth _ Clearance Looked unde oor 83. Following Instld./Drivees O No/Walks W es O No/Planters O Yes &<O 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Ele ical-Plumbing 86. Ven ove Roof, PI - ppliance-Fire e' -Clearance to Openings 87/Water Well, Disconnect, Electrical, Plumbing 8 xterorElec. Trim, G.F.I. Receptacle -Underground tip eniAation Throughout House 91. Correction rom Previous Inspections 92. Gas T -meters Tagged, Gas -Electric 93. Wat Sewer Connected -C/O to Grade -HD Approval 9 ne y Compliance Certificate -Other Certificates 9 Address Posted Date Card B-1 Date Card B-1 Comments at Final: NOTES i, RESIDENTIAL i PERMIT NO. 1 4 1 t F f JOB FINALE D (Date ri (o 'ob Signature�410'.pmggo 028-440-028 05-1415 i MARCTNTAK, ROBERT 36ORANGE AVE, BANGOR ' Cont: CHICO CONST ADD/SF l OFFICE COPY Address3c) D�n/��� ef'j yoA GAS Meter By Date ELECTRIC O Meter By `^/ Date J� SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER 4=OK . 0= Not OK - = NotApplicable . =Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Card B-1 Date 1. Zoning Requirements -Setbacks -Easements Date 2. Soils; Special MH Support Sketch Card B-1 3. Sewer, Location -Test -Fall -C/O -Concrete PERMANENT END SYSTEM (ONLY) 4. Water, Location -Test -Easement Needed (Sketch) S. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat or/ /" L "ftJ P LPG 2. Footings; Size -Spacing -Marriage Line 7. Well Clearance 8, Disconnect 8. Utility Clearance 4. Gas; MH Test -Demand -Valve Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances S. Drain; MH Test -Fall -Flex Connector 6. Water, MH Test-Regulator-Connectot 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 MISCELLAN Date DECKS, COVERS, CARPORTSUGARAGE5_04s) OK except #'s 14. 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 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels D 0-6 Date Card B T 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 Vofts-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 Date Card B-1 Date Cana 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 MISCELLAN Date DECKS, COVERS, CARPORTSUGARAGE5_04s) OK except #'s 14. 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 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels D 0-6 Date Card B T 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 Vofts-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 Date 1. Zoning -Setbacks -Easements -Flood -Slope Date 2. Ftg., Main; Soils-Elec. Gmd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Gmd.-/ P' Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /' Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors Date 7. Slab, Steel -Wrapped Date 8. Piers -Fireplace Ftg.-Steel Date 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card 8-1 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 -AC. Wire Size/ /ga Cu or AI 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral O Yes O No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Fumace-Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform 'if Furnace in Attic Date Cana B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdnn. 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-Underfir. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Botts 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 Caos 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor Cl Yes 83. Following Instld/Drive 0 Yes O No/Walks O Yes O No/Planters O Yes O No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 85. 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. Fre 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: w' t A WI LLDAN 2399 Gateway Oaks Drive, Suite 210 Serving Public Agencies' :4o k Sacramento, California 95833 916/924-7000 fax 916/924-3644 Y 1 www.willdan.com June`28; 2005 . r $ Scott Rutherford Butte County Building Department 7 County Center Drive Oroville, CA 95965 (530) 538-7169 (530) 538-2140 FAX . BUTTE COUNTY PLAN REVIEW REPORT Status: Approved Jurisdiction Job No: 05-1415 Assessor's Parcel No: 028-440-028 Description: Marciniak SF Add/Gar Willdan Project No: 14353-1693 Dear Mr. Rutherford: Willdan has completed a plan review of submitted plans and documents for the above referenced project and recommends your approval with the conditions noted on the 2nd page of this letter. The plans and documents provided for this review that have been found in compliance with the applicable codes are: * Plans: Two (2) copies sheets 1 and 2 dated 05/17/05, by Cash Colby. * Truss Calculations: Two (2) copies dated 05/26/05, by Endeavor Homes. * Energy Calculations: Two (2) copies dated 05/27/05, by Marty Runnells. The plans have been stamped with the Willdan approval stamp and dated. According to our previous letters relating to this project, the superseded plans and documents will be discarded within 10 days unless we receive other instructions. On the pages to follow is the identification of the codes and standards applicable to the project, a code analysis, conditions -of -approval and identification of any deferred submittals. • � 4 •W I LLUIAIN Serving Public Agencies APPLICABLE CODES Our review was based on requirements of the 2001 California Building Standards Code found in the California Code of Regulations, Title 24: • Part 2, known as the California Building Code (CBC) • Part 6, known as the California Energy Code, and Energy Commission Standards (CECS) CODE ANALYSIS Specific- Use _ Type of Occupancy, Type of Construction Stories 1" Floor Sq Ft 2" Floor Sq Ft Total Sq Ft Bedroom Addition R-3 Dwelling V -N 1 180 NA 180 Garage Addition U-1 Garage V=N 1 312 NA 312 CONDITIONS OF APPROVAL 1. Approval is contingent upon the review, requirements and approval of other departments and/or, agencies that have jurisdiction over this project. 2. Reivisions and notes M redlined on the plans. SPECIAL INSPECTION NEEDS Our plan review reveals no special inspection needs pursuant to CBC 1701 DEFERRED SUBMITTALS Our plan review reveals no deferred submittals requited. Sincerely, Gabriela Scott Plans Examiner Cc: Alice Mefford amefford@buttecounty.net Cash Colby, P.O. Box 915 Orbville, CA 95965 Robert Marciniak, Fax: 530=679-1878 Pace 2 of 2.' Butte County 05-1,415 M1.1dan. 1435*33-1693 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 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class: License Number: Date: Contractor: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior, to its issuance, -also requires the applicant for such permit to file a' signed statement that'he or she is licensed-odisuant to the'provisions of. the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3. of the Business and Professions Code) or that he or she is exempt therefroni'and the basis for -the alleged exemption. Any, violation of, Section 703.1 ,5 by any applicant for a permit subjects the applicant to,a civil..penalty of not more than five hundred dollars ($500).): 0 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,,Qr gffeted,fosale,.(Sec,,a0g��Business,and.P,rpfessions. 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 PERMIT NO. BPO51415 Issued Date: 07/18/2005 .APN: 028-440-028-000 Site Address: 30 ORANGE AVE BAN Map Index: Description: SF ADD(180)GAR(312) Owner: ROBERT MARCINIAK ETAL P.O. BOX 459 9r:-,.' =+"- .,•., �' ,-410 ORANGE AVE r ; BANGOR CA 95914 (530) 679-0.878,,, _._.. ..-,Applicant: MIKKO HYVQRINE>N.„�-„.�,,,,y�, P.O. BOX 431 BANGOR CA 95914 (530) 589-4340 proving that he or she did -not buhd'or improve for the purpose of sale.). „atr -.,: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.). u i am Exempt under An1cie_;jpt trhne^ti�usmes and Protessibns'Code, Date:D�w r' Owner WORKERS',COMPENSATION DECLARATION , I hereby affirm under penalty of perjury one of the following declarations: ❑ I have and .will ,maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit _ is issued. ❑ I have and will maintain workers' compensation insurance, -as ..required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy -number are:.. „ Carrier: roe cy ri. - ,.. •. I certifythatinKthe-perforrttance 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 thousarid dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest,.and attomey's..fees:.... _...._ _ CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097 Civ.) Name: • L•icense* Architect: _ Engineer: Total Square Ft: 492 S.F. `Lj Valuation: $19,188.00 / Census Code: l/ This permit is her y iss d er th applicable provisions of the Bufte Cnunty Code ?nrtlor Resolutions to o wo indi ted abov, for hich fees have been paid. % ) h By: Date: 7—)S— Address: S—y Address: I PERMIT EXPIRES ON: (Date) ❑ 1 hereby certify th9t'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. 1 agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the.substa official form or document of Butte County. I h,¢reby authorize representatives of Butte County to enter upon the above mentioned property for inspection pu oses. % N Print Nae. /O A97� /L I / . % / �I� Signature: IA ” ' Aw Date: caner O Contractor O Agent for Owner 0 Agent for Contractor A -L5_-). 55- bt&�t-e� �� � 5 ;L0 3's - 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 OFAPPLICATION � p Website: www.buttecounty.net/dds **PLEASE PRINT CLEARLY** APPLICANT SIGNATURE X For office use only: r . 1' • ._ Name -i 1- A lI_/ Address / d� City No State Zip APPLICANT SIGNATURE X For office use only: CONTRACTOR Name / Address / d� City No State Zip Phone Map Book Fax E-mail Planner C Lic. #`743 09—G Class APPLICANT SIGNATURE X For office use only: ARCHITECT/ENGINEER Name LVIlan'rien Address / d� City No State Zip Phone Map Book Fax E-mail Planner State License Number APPLICANT SIGNATURE X For office use only: APPLICAIVT NAME NameMI-da. LVIlan'rien Addr / d� Cit No CA zg�wlll Phos Map Book Fax g Planner Date Approved: E-mail APPLICANT SIGNATURE X For office use only: Zoning --S I Flood Zone Cross Street SRA Ye No Occ. Type Const. I A Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc PERMIT 'f BIN # LOCATION AP# (>Q1 , - �^ Property Addres on aae Cross Street WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: FlulU OA, Sq. Footayej O Structure Built without Permits O 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 Page 1 of 2 REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. (0--'401,o - SIO Received by- Amount: Bldg Receipt #: �7j�% / Sheriff (f��/ CMIP Other Date: /,�-- . REV 2-24-05 -77 e County Department of Development Services CHRISTOPHER; DIRECTOR LO 7 County Center Drive Oroville, CA 95965 (530) 538.7601 Telephone (530) 538.7785 Facsimile TO: FROM: ' L SUBJECT: O z DATE: LTffiI 1 Scott Rutherford (530) 538-7160 srutherford ftuttecounty.net Plans Transmittal For Review Per Contract 6/3/2005 Applicant: Marciniak, Robert ETAL Permit No: 05-1415 Project Type: SF Addn/Gar Addn APN: 028-440-028 100% 70% Plan Check Fees $ 340.94 $ 238.66 $ 340.94 $ 238.66 WILLDAN Fee $ 238.66 Copies Attached: Qty Chk Application Site Plan Review FEMA Elevation Certificate Building Plans Truss Calculations Energy Calculations Structural Calculations Residential Plan Review Guide Residential Construction Requirements Other Other 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: %,�G? GSI YJ I CI ! 1 %�� :a ASSESSOR PARCEL NUMBER Proposed Building Use: (1�/ 4.7 7b Sr C70 W `- Permit Technician: Date: Items required in order to apply for a permit. All boxes 08T/be checked OR marked NA in 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. Letter from Engineer or Architect for truss design review. .UT 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) Installation manual, including marriage line info, (C) Floor Tl 5 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. Letter of intent for non-residential buildings ❑ 12. Hazardous Material Form ❑ 13. Acknowledgement of building permit application without required clearances. ❑ 14. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) t 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico M-groville, as applicable ❑ 16. Fire Sprinklers............................................................................................ ❑ 17. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 18. Soils Report and/or Engineered Foundation required ........................................... ❑� 19 Erosion Control Plan Required........................................................................ t Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ City of Chico Plumbing permit........................................................................ V ❑ 22. Site plan and business license approval from the City of Biggs .............................. N 23. California Department of Forestr plan approval maid. Sent by: � )A Planning approval for (A) Use: (B)Parking: (C) Parcel Check:..✓........ ❑ '". Contact Land Development about _ Improvements, _ Drainage ........................ J9- 26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........... :............... . (0 28. Contractor's license information. (Number, Name Style, Classification) ................... 29. Worker's Compensation Carrier and Policy Number .......................................... G 30. Owner -Builder Verification ( _ Given to owner, _Mailed to owner) ..................... Letter of Signature authorization.................................................................... ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits......................................................... ❑ 34. Deed Restriction.......................................................................................... ❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ......................... ❑ 36. Other: ❑ 37. Other: When issued Telephone c57'F17-4/,WD o(untor and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: Date: c- 1. Index permit application for 11-5above items numbered: LOW F P311 Plan Check Letter 2. Additional items re Contractor, design r, owner as advised of the above data by phone, ❑ mail, ❑ counter, by Date: L Contractor, designer, er, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: Aq Date: .. Structural reviewed b • _Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division E.H. us E L7 Plot-Plan Attachod Floor Plan Attachad Seal to S.O. ! TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner location AP# Plan Approved for: Sewage Disposal ✓ Water Supply: Public Private Well ✓ Clearance for dwelling. Other /' 1-5!,�.APnry-Y2 A/7-1a,) i4-- 9-e22 A,D,es V v Hold final for: Final clearan a 0. K. for: NOTE: Environmental Health 8/96 alist Date �#cscu�s COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 PHONE -(530)538-7541, FAX (530)538-2140 SCHEDULE OF RECEIPT OF FEES Website: www.buttecounty.net/dds l 1 OWNER PROPROSED BUILDING USE QBUILDING PERMIT FEES / --- Balance Due ..................... --- FEMA Flood elevation review ... $ A.P. #t� DATE RECEIPT # DATE REC. ' �q ---RAdditional plan checking Fee.... $ c 2. SCHOOL DISTRICT FEES /! la�OW 715/ (paid at School District Office) (form v lable after Plan Check) Kin 1 3. SHERIFF FEES (paid at Building Division) Residential............ X $360.00 =$ Units Commercial (sq. ftg.). Nq.rtg. X $0.03 = $ 4. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) RESIDENTIAL DEVELOPMENT IMPACT FEES COUNTY WIDE (per dwelling) $ CHICO URBAN AREA (per dwelling) $ EL MEDIO FIRE DISTRICT (per dwelling) $ NORTH CHICO SPECIFIC PLAN (per. dwelling) Zoning $ 6. SRA FIRE INSPECTION AND PLAN CHECK FEE 61W$204.98 (paid at Building Division) 7. WATER TENDER FEES BATTALION # jk�'$200.00 (paid at Building Division) p �j 8. SMIP q2 9. OTHER 10. OTHER 11. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan ch, eckin process. APPLICANT DATE Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 3/05) rM _;:,f .aa , ' ' a:y�`r.; " � :+`. r •� rXtri - i,.Sy;. "� "::5`: ':. :��?i��u§ss�xi�c,'�, d4c:�.x;,,..;�.�'e. �°ur,-rar;e�•,vrru_W... *,- ria a.�;�lc�v;f. 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 m ' r labor and material for construction of this proposed property impro ment: YES [ ] NO [ ]. t2. I HAVE [ 14 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. lan to provide portions of the work, but I have hired the following pp_� sup@ Piud provide the major work: NAME: Cell cvC-r n,5r) RG(C ` )Irr� /00, ADDRESS: � k? L'— C�– PHONE: CONTRACTOR'S LICENSE NO: -2��— 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: ,9- �i /S6/X00 T^ 7- DATE: 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 ADMINISTRATION * BUILDING * GIS ` PLANNING 7 County Center Drive Oroville, CA 95965 (530) 538-7541 Telephone (530) 538.2140 Facsimile 0 u P , �,�B1ILYI r®A'�I�OS 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 $200 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 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 contacting the Contractors' State License Board in your community or at 1020 N Street, Sacramento, California 95814. 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. Sieir C.B.O. ding Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. 01/31/2001 04:20 5305333253 CASH PAGE 01 ma �K,& a wd Dcs o m bb Omsk coWd PD box,91 Qrotaf t CAu. foYw 19065- : Tammi , Butte County Plan Check Re. AAarciniak elan Revision AP # 028-4-40-028 'Permit # BP043--544 issued Moly 9, 2005 19, 2005 Enclosed is the items you should need for the plan revision Mr. 'Mardn ak desires to -do to -his -home currently -beginning construction. This is a .plan revision of a permit issued 2 weeks ago: an nat_n addition or remodel? Enclosed a e: The required -energy calculations for tha,add�___ion_el 138 sq. feet, well as tate ,removal of the living room window. It has been noted on plan that a removal of window does not violate the r4inimum .required light and ventilation U -1205. The required new 32 -foot truss -engineering for tfie plan add We are also including the floor plan for the home that was permitted 2 weeks ago as be has .informed .me that you no longer have a file of it. (You may wait to be aware that Willdan does not keep ai file on them either.) (?) It contains an approved plot map. The submitted plan afso has a plot map Showing that tfte addition' - all required set backs and maximum size limits. It did not show slop and as they are previously approved, irrelevant to the revision, and are not chap ing from the -existing. Even though the garage is ortly a continuation of the existing 24 foot i xx v i,on truss, which has been approved., Mr. Marciniak has obtained, at additionscost, another set of wet stamped truss caloulations for the garage at your request. It would have seemed to me that a copy -of 'the approved set, stamped so by Butte County, would save the cost of re -plan cheeping the same truss again, Mr. Marciniak has installed a septic system, as indicated on the plot by Butte County for a 4 bedroom home. This is on file at the building -rather at the department of ;sanitation, 28 feet away_ It is my unc Marciniak will be charged a $70'te to obtain these -for you and is n so as he is- gesperatety atteriipting to complete the -appiiesition proc manner. Thank You, Cash Colby JAN -24-1999 SUN 12:24PM ID: approved artment, or anding Mr. antly doing in a timely PAGE:1 o� r��t Etqr ;R3TT�, 0 0 a _ c out4 C7 �L 0 W Department .0 O u it t - Michael Crump, Director of Public o f B U t 0rPS LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville, CA 95965 (5.30) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase 11 Construction Storm Nater Permit and Storm Water Pollution Preven ion Plan (S PPP) Acknowledgement Project Description: ro Project Location and/or Parcel Number: By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre -or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: �- Title: Date: 3 BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM TRA o52-006 (One form per Building) Oro.vUn' n Ali School District Building Department No. —' A.P. Number Jurisdiction: Q CityCounty Property Owner 1 I k Property Location/Address �� nn �"'_ A\k A Subdivision Lot No. ..........................._..............................:...................................... Residential Development Q Q Sq. Footage No ofliving 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 Q Q Sq. Footage New Addition (Including Exterior Roofed"rAreas) T Bu (ding partment Representative Date v - District Identification No. 05 0 2Orb y 9 J 6. L)4i I" T! , School District certifies that 1'n V (Applicant) Or A-� u-� (Street Address) ` (Phone Number) ? 'Frt�` rv�'any, (City) has complied with the requirements of Resolution No. representing 1 U square feet.' School District Representative (State) (Zip Code) "1 -0 /� V S �� by payment of $ X63, r2926 $ LL MRIGATION $ 6 2 S D �— Date Paid by Check # ). emarks: O_" ! 071u,y 7 t./1 / 0 V 'f �1-0� nsd�_9 4'' A ca C Notloa: You may protest the Imposition of the fess IdenMW above by submitting a written protest to the District. In compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest wlll'prohlbit you from challenging the Imposition of the fees in any court action. K, subsequent to the School District Representative signing this Butte County Schools impact Fes CertlSation Form, the School DisMd Is rh a till by the applicable Local Planning Agency that this project Is being reviewed under the California Environmental Quality Act (CEQAh this project may be subject to addkbnal school fees to fully mitigate. Its impact on the school dlsbkft schools. White (applicant), Yellow (building department), Pink (school district) feeform.xis (10/03)dmm 0 N ` SITE PLAN REVIEW APPLICATION Date: 04,5- AN 'ILI0 _0,2d Permit Number (if applicable) o % - 35y Owners Name: Owners Address: ho Telephone No.: Situs Address: Proposed Use: Residential 9 New Single Family Residential ❑ Single Family Addition ❑ Mobile Home DD It Residential Accessory —�Oc , ❑ Permanent Second Dwelling Temporary Mobile Home (Aunt Minnie) ❑Temporary Travel Trailer Multt farml ` - __Non-residential' ❑ New Commercial - =--- •❑ Commercial Addition. . ❑ New Industrial ❑ Industrial Addition - Other ❑ _ Septic - F1 Agricultural Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): Parcel Size/ 7 3 3 ac ifiYi.L a-rL a 01 C/t �S71 Y ' ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) . .. .,...._ f.l. .-2_ �+- "til -2 . • 0 Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval 10 Site Plan Stamped Approved' By Date Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY T 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 required) SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: k • Flood Panel No.: 06 o 7cW <D —Index Dat411-20100e: ❑ Sacramento River Reclamation District (Approval must be obtained from the tafif6rnia 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 ElEncroachment-Permit`"; ':°� --�-- ---- ----------- -E] ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Y° ' Zoning: Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front � , Side 30 , Side Street Rear S 301 Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 It 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 .-II- Deeds: _ Date of Creation: Legal Access Provided:❑ No Q Yes Deed of Reference: Legal=Aecess Required ❑ No -ElYes- Parcel Frontage on Publicly Maintained Road: _ ❑ No ❑ Yes, Road Name: - Complies with Coun Standards for Deed Creation:❑ No ElYes Comments: sr t—C-}- ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel '❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance R. 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 01 Subdivision Map/Parcel Map: Map Date of Recording: Lot: Book: ' /.0 ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: Page: (O1q M Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered. civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. . ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive•,dust emissions from all driveway and other civil construction associated with residential development.. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for roa IN Page 4 of 5 Summary of Specific Requirements: . ..� ..: 1.' _ ...,w., f:''..Vwiyautzs-r±i„x.�:a,�.Y.. �. n_. .� •r —.. _ ...__.. ____ t This information provided in this summary is based on the application information and on the best available data at the time of review. C:1Larrys�3uilding Permit Site Plan Reviewl.doc Page 5 of 5 El Summary of Specific Requirements: . ..� ..: 1.' _ ...,w., f:''..Vwiyautzs-r±i„x.�:a,�.Y.. �. n_. .� •r —.. _ ...__.. ____ t This information provided in this summary is based on the application information and on the best available data at the time of review. C:1Larrys�3uilding Permit Site Plan Reviewl.doc Page 5 of 5 TRIVEST LAND CO., Boundary Line Modification, AP 028-200-005, 014, 017, 019, 028, 030, 032, 036, 037, 057, 058 and 059, request to modify the boundary line between 38 parcels resulting in 34 parcels ranging from 5.1 to 29.7 acres, located on both the north and south sides of Avocado Road between Dunstone Drive and Oroville-Bangor Highway. Dunstone area. Engineer: MHM Inc. CONDITIONS: OCG New lot or parcel lines shall comply with setback requirements of applicable zoning and building ordinances. Deeds'and plats shall be submitted to the Department of Development Services for checking and approval prior to recordation and shall contain the notes specified below. Provide documentation, from a title company of the applicants choice, verifying that nay deed of trust Q affected is partially re -conveyed or modified to reflect the boundary line adjustment and to prevent the creation of any additional lot or parcel. 4 Record with deeds, documentation verifying payment of taxes as specified in Subsection (b) of Section 20-95 of the Butte County Code and as specified in Article 8 of Chapter 4 of Division 2 of I¢I�� Title 7 of the Government Code, commencing with Section 66492. ®� (9. Prepare a plat showing approved boundary line modification. 1-3-7 M&195 '70-84 6. Record plat with deeds if one or more of original lots or parcels was created by map or shown on a l record of survey. If a record of survey is prepared to show the boundary line modification, recording of a. plat is not required. Deed Note (To be placed on any deed to effect boundary line modification) The purpose of this deed is to effect a boundary line modification as approved by the Butte County Development Review Committee on . The above described lands are to be combined with and become a part of those lands as described in the deed to as filed for record in Butte County Official Records at Serial Number , Book Page No additional lots or parcels are created hereby. The scope of review of said boundary line modification was limited as specified in Government Code Section 66412(d), and. approval of it does not constitute assurance that future applications for building permits or other land use entitlements on the modified lots or parcels will be approved by the County of Butte. Plat Note (To be placed on any required Plat) This plat does not constitute a legal description of the lots or parcels depicted and does not show all easements of record on or affecting said lots or parcels. NOTE CONCERNING ALL COUNTY CONDITIONS OF APPROVAL: "Minor changes in the above conditions may be approved administratively by the director of Environmental Health, Planning or Public Works upon receipt of a substantiated written request by the applicant and only as to those conditions originally recommended by their respective departments. A minor change is a change determined by such a director to be in substantial compliance with, or to accomplish the purpose of, the condition as originally imposed. All other changes are deemed to be major and shall require a formal application for amendment". I\_Z ( I I I WAY 1 i — j _ 19120 P 30129 VICINITY MAP SCALE: 1- = 1000' SEE SHEET 3 ! —�T--- _1615 I z I g SEE SHEET 2 OROVILLE BANGOR _ 18 17 1 1/2' REBAR W/PLASTIC CAP STAMPED 'MHM LS 3341' 1920 ---- I\_Z ( I I I WAY 1 i — j _ 19120 P 30129 VICINITY MAP SCALE: 1- = 1000' SEE SHEET 3 ! —�T--- _1615 ■ 21T2_2 OROVILLE BANGOR HWY J ME_„ moil f� COURT LEGEND MONUMENT DESCRIPTIONS & REFERENCES ■ FOUND MONUMENT AS SHOWN Q FOUND 3/4' OPEN IRON PIPE PER R3,R4,RIG-S 1/4 CDR SEC 19 •SET 1/2' REBAR W/PLASTIC CAP STAMPED 'MHM LS 3341' ® FOUND 1' AXLE PER R2 0 CALCULATED POINT - NOTHING FOUND OR SET ® M R1 MEASURED FORD and FOWLER SUBDIVISION FILED IN BOOK 8 OF MAPS FOUND 1' OPEN IRON PIPE IN STONE MOUND PER R2,R10-N 1/4 COR SEC 19 SET 1/2' REBAR W/PLASTIC CAP STAMPED 'MHM LS 3341' (SEE NOTE 'A' -SHEET 2) AT PAGES 7,8,&9, BUTTE COUNTY RECORDS © FOUND 2 1/2' BRASS DISK STAMPED 'LS 4202 1979' IN ROCK MOUND PER R6,R10 R2 FORD & FOWLER SUBDIVISION UNIT 2 FILED IN BOOK 10 ®FOUND 'LS OF MAPS AT PAGES 6A,7A & BA, BUTTE COUNTY RECORDS 2 1/2' BRASS DISK STAMPED 4202 1979' PER R6 -S 1/4 CDR SEC 20 FOUND 2 1/2' BRASS DISK STAMPED '20-21-29-28 RCE 9365' PER R5.R6,R8,R1I R3 R4 RECORD OF SURVEY, BOOK 110 OF MAPS, PAGE 84, BUTTE COUNTY RECORDS PARCEL MAP, BOOK 89 OF MAPS, PACE 34, BUTTE COUNTY RECORDS FOUND 2 1/2' BRASS DISK STAMPED '16-17-20-21 RCE 9365' R5 PARCEL MAP, BOOK 89 OF MAPS. PAGE 77, BUTTE COUNTY RECORDS ® FOUND REBAR W/1 1/2' ALUMINUM CAP STAMPED 'LS 2650' PER R7 -N 1/4 COR S 21 R6 RECORD OF SURVEY, BOOK 74 OF MAPS. PAGE 30.BUTTE COUNTY RECORDS FOUND I' AXLE PER R2,R7-CENTER SEC 21 R7 RB PARCEL MAP, BOOK 46 OF MAPS, PAGE 24, BUTTE COUNTY RECORDS PARCEL MAP, BOOK 46 OF MAPS, PAGE 34 & 35, BUTTE COUNTY RECORDS IL FOUND 2 1/2' BRASS DISK STAMPED 'LS 3728 1973' PER R8,R9 - R9 PARCEL MAP, BOOK 52 OF MAPS, PAGE 98, BUTTE COUNTY RECORDS ® FOUND 5/8' REBAR ./PLASTIC CAP STAMPED 'LS 3972' RIO RECORD OF SURVEY, BOOK 69 OF MAPS, PAGE 23. BUTTE COUNTY RECORDS ® FOUND 2 1/2' BRASS DISK STAMPED 'LS 3728' PER R5,R8.R9-S 1/4 COR S 21 R11 PARCEL MAP, BOOK 53 OF MAPS. PACE 55, BUTTE COUNTY RECORDS '® 'LS R12 BOOK 95. McCOY NOTES DATED APRIL 30, 1918 ON FILE IN BUTTE COUNTY PUBLIC WORKS OFFICE FOUND 2 1/2--E 1/4 COR SEC 21 BRASS DISK STAMPED 3792'-E I/4 COR SEC 21 ® R13 DOCUMENT NO. 87-30343. BUTTE COUNTY RECORDS FOUND 2 1/2' BUTTE COUNTY BRASS CAP IN ROCK MOUND ADJOINING OWNER'S RECONFIGURED LOTS FROM R1 (LOTS 1 T14ROUGH 19)• ® RECONFIGURED LOTS FROM R2 (LOTS 20 THROUGH 53) (D TRIVFST LAND CO. INC. ® 2171 OR 313 THOMAS O'CONNELL ® LOTS PER R1 © 1877 OR 27.9 JESSE KINGSBERRY NOTE: ® LOIS PER R2 ® 1969 OR 512 ALAN ELLIOTT THIS RECORD OF SURVEY DEPICTS 91-23165 OR FLIEHMANN TRUST A BOUNDARY LINE MODIFICATION AS ® MONUMENTS FOUND -SEE MONUMENT DESCRIPTION & REFERENCE LIST 2807 OR 275 JUTTA MANCELS APPROVED BY THE DEVELOPMENT NAP NOT A PART OF BOUNDARY UNE MODIFICATION REVIEW COMMITTEE ON MARCH 27, © 94- 51 496 OR MARGARET MILLS 1995. IT DOES NOT CONSTITUTE A OR BUTTE COUNTY OFFICIAL RECORDS ® 94-32595 OR MARVIN WULBERN LEGAL DESCRIPTION OF THE LOTS NOTE; Q 93-14903 OR WILLIAM LEVAN OR PARCELS DEPICTED AND MAY 1: LOTS 18 & 19 OF 8 MAPS 7 AND 50.51,52,& 53 OF 10 MAPS 6A Qj 94-05450 OR EVELYN JOOST NOT SHOW ALL EASEMENTS OF NOT RELOCATED PER BOUNDARY UNE MODIFICATION RECORD ON OR AFFECTING SAID ® 3015 OR 685 DENNIS SMITH 2: PROPERTY IS SUBJECT TO WATER RIGHTS BETWEEN OROVILLE-WYANDOTTE LOTS OR PARCELS. Q 3015 OR 685 DENNIS SMITH IRRIGATION DISTRICT & D.R. HIGGINS PER 499 OR 66 3: THE ABOVE SURVEYED PROPERTY UES WITHIN THE BOUNDARIES OF ® 86-5582 OR KENNETH SMITH FHE ORONLLE-WYANDOTTE IRRIGATION DISTRICT ® BLUE LEAD MINE, INC. /j7- 79 - SURVEYOR'S STATEMENT THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH REQUIREMENTS OF THE LAND SURVEYOR'S ACT AT THE REQUEST OF TRIVEST LAND CO. INC. IN JUNE. 1995 EDGAR HANLIN DATE fUN tL.S. 3341 -JUNE 96 ' 9 3341 � CAl COUNTY SURVEYOR'S STATEMENT THIS MAP HASRp BEEN EXAMINED IN ACCOANCE WITH SECTION 8766 OF THE LAND SURVEYOR'S ACT THIS 29 DAY OF-4zdL—, 1996. STUART EDELL RCE 29132 T. DEPUTY COUNTY SURVEYOR, BUTTE COUNTY y0 q3 LICENSE EXPIRES. MARCH 31, 1999. ZB Na 59132 3F F CIVIL 7F'� CAITt� RECORDER'S STATEMENT FILED THISkftt DAY OF PRL 1996, AT L.-a.M. IN BOOKI?'1 OF MAPS, AT PAGES&W,, AT THE REQUEST OF TRIVEST LAND CO. INC. SERIAL NO. 96-11-0gY / p' CANDACE J. GRUBBS CC.00NTY CLERK RECORDER BY: DEPUTY BASIS OF BEARINGS THE BEARINGS SHOWN HEREON ARE BASED UPON THE RECORD BEARING OF N 0'56'30' E BETWEEN THE FOUND MONUMENTS MARKING THE EASTERLY LINE OF LOT 35, AS SHOWN ON THE MAP OF FORD & FOWLER SUBDIVISION UNIT 2 FILED IN BOOK 10 OF MAPS AT PAGES 6A,7A & BA. SEE DETAIL 'N- (SHEET 3) FOR RELATION OF SAID MONUMENTS TO TRUE N -S CENTER OF SECTION 21, T.18 N.,R.5 E., M.D.M. (ALSO BEING THE TRUE EAST LINE OF LOT 35). ROAD NOTE: THE ROADS SHOWN HEREON NAMED OROVILLE BANGOR HIGHWAY, AVACADO AVENUE, LEMON AVENUE, LIME AVENUE. ORANGE AVENUE AND LOT 'G' WERE DEEDED TO THE COUNTY OF BUTTE PER DOCUMENT NO. 96-DIS6D6.748 BUTTE COUNTY RECORDS. RECORD OF SURVEY FOR TRIVEST LAND CO., INC. BEING A PORTION OF SECTIONS 19, 20, & 21, T.18 N., R.5 E., M.O.M. COUNTY OF BUTTE JUNE, 1995 CALIFORNIA SCALE: AS SHOWN PREPARED BY: MHM INC., MARYSVILLE, CA., 95901 93126RMI AP ZS-ZO-05,14,16, 11,19,ZB,30 SHEET 1 OF 7 90-12001 OR RIGLAND DEVELOPMENT CO. SEE SHEET 7 SEE SHEET 6 S 89'55' E R1 ry t/a CORS 21 ' I .20IIIII117 N EI 2Q�m6 —8629e' M— '4859" E 26159. S BSb4'S7" E 2731—.17M17 16 N 86 , —iW5-—---- _ — 21 T !7a�^imp 15 1307.961 — — L 13073 — 1327.RI I IA 22 21 I AP® 95-01515 OR ��,6 n� 95-01514 OR 1 95-01516 OR I -yG �� IlIII nr�d 90-12001 OR o BIGLAND DEVELOPMENT CO. I u I II r I I •" • n � I o ¢ w oz I awn a I tv m -o I I NAP 43 04I o •" `� U CKAS. oc �'+ { , qC3 o i I z j ! n I® 1 9 900 I a OROVILLE BANGOR HWY j i © � Lo cvlEw � ICT. 5^? 1-11 I I I i ® ZO I ® \6 a 6/r N I 3 I I CENI I ( I- { 169.07112 1269. 2 Sy S 89'3029" E2 2641.,614 w _ 1269.32M �_ 1269. 2M LJ 1 16 5 21 E I/4 COR 521 _ _ —E O� E1/ S 89'30'29" E 64M 1320.SBM '�— 1320.5BM I S20 89.35, E 538;R2 I ® S I 11 1320.®R2 ® i I „>• (®®� 1 95-01512 DR NAP ROCKROSE COURT' o I In©i I ® I . { I f§, ® I I I n ® mo 96--11,35 <® q•AVy� 56 rvm I ® ORP I I I ; r i TANGOR �N I ® i Iww i S89 -58'23"E \ 58956'30"E 1 .62M �/ 589'58'23"E 1303.62M w`S 1/16 5 21 130 14112 t i W® WAY �w ® �n� I w^ rn I � -< o a 0 z n t - n I p� `Oj . Ci' I � Loo / / I no m FRED 23 OR ' I �' `^ J �_ FRED DALEY z o o { 96-1139 OR z� ( zz z ® i I N89'47'23" E®nz `m' I y { 1295.17M I I a mo j NAP i ® NAP I j 20 \ 21 95-01511 OR 95 f 75,3 OR ' I - NI I I Et /16521 21 I I 2`2 . 5 7/4 , I / 1286.75M �� 12R6.74M N1389 'S9"E 2573.49M i N89'I131"E 2589.77M !�®�� 1 95-01144 OR 2g 28 26658 OR N8914'E N86-44-32. 2591.0 R�S,RB ' p �9'1'2'OS"W 2573.407119 2U 2-7 / 91-22545 OR JEFF SIMPSON ALAN MER —; SECTION BREAKDOWN SEE ROAD NOTE (SHEET 1) SCALE: 1" = 500' - /37 -Pe; DINING OWNER'S TRIVEST LAND CO. INC. 2171 OR 313 THOMAS O'CONNELL 1877 OR 229 JESSE KINGSBERRY 1969 OR 512 ALAN ELLIOTT 91-23165 OR FUEHMANN TRUST 2807 OR 275 JUTTA MANGELS 94-51496 OR MARGARET MILLS 94-32595 OR MARVIN WULBERN 93-14903 OR WILLIAM LEVAN 94-05450 OR EVELYN JOOST 3015 OR 685 DENNIS SMITH 3015 OR 685 DENNIS SMITH 86-5582 OR KENNETH SMITH BLUE LEAD MINE. INC. / CEN SEC 21 ®Tl O I F � �oo 'n a o odo a 4z✓` f I � m I v o n ® gN N; ® Ss 1/4z1 COR DETAIL "N' N.T.S. RECORD OF SURVEY FOR TRIVEST LAND CO., INC. BEING A PORTION OF SECTIONS 19. 20, & 21, TAB N., R.5 E., M.D.M. COUNTY OF BUTTE JUNE, 1995 CALIFORNIA SCALE: AS SHOWN PREPARED BY: MHM INC., MARYSVILLE. CA., 95901 93126RMI SHEET 3 OF 7 OWNER ® TRIVEST LAND CO.. INC. S 89'47'26' E 5315.13 M N66'22'18'E 416.09M. N32'00'00"E aoo.aoM �uAr 96-1 11, 1155.00 M 5'}iA SEE ROAD NOTE (SHEET 1) CENTERLINE COURSES: N 8955' E Rl N 1/4 COR SEC 21 N B6'29' E 261 C1 S 76'49'38' E 60.00 2.15.9 N 86'48'59" E 2615.93M ® C41 C42 A 4122'50' R 850.00 L 613,89 S 3803'42' E 390.32 16 �W I6 = 21 - - -r - C43 C44 A 4935'21" R 300.00 L 259.65 0 4327'59" R 300.00 L 227.59 _ 7307.96MM C45 N 4852'57' E 266.11 1307.96M nI I 21 1327.381 C46 A 3994'35' R 550.00 L 376.71 -_S1507'26'E 361.00M C47 C48 N 88'07'32" E 416.27 A 37'10'20' R 250.00 L 162.19 S15'33'E 361.0 RI ,ten m l g g C49 C50 N 30'44'03" W 809.10 A 00'29'56' R 2000.00 L 17.41 991'26'E 450.00M 20'P.U.E. 9'37 500 0 R1 O) m W I p ADIUS= 171 72 C51 C52 A 1924'53' R 2000.00 L 677.70 5 .1 '18" R 1000.00 L 53.03 NAP 3 r 93 0 C53 5 820'36' R 1000.00 L 145.62 7 95-01514 OR cc "' 20'P.U.E. 74 C54 C55 S 5290'22' W 30.00 S 5290'22" W 426.66 I 57 572 a Rt ��I o-' 57569 575 /-X89'4709 C56 A 2496'26' R 500.00 L 211.83 189' S' 1152.8 II S'\ $ F. ITA E 1078.43M o: S68 C57 C58 5 26'43'34' R 500.00 L 233.23 S 4690'13' E 511.33 / G20' P.U.E. N C49 ®96-1106 OR C59 C60 A 1609'33' R 400.00 L 252.44 S 10'00'41" E 86.42 Sj70 >�� MI C61 A 1195'28' R 450.00 L 88.42 0 ^ I "F" DETAIL C62 A 29'24'11' R 450.00 L 230.93 17.84 AC. rvl = N.T.S. C63 A 1707'14' R 300.00 L 89.64 30M ^�Q,Sp 49 y _ SEE DETAIL "M" 10 -_,/SEE csa A 22'59'33' R 300.00 L 120.39 S�B -S75 !" p rc�' - NOTE "B" C65 CIS 5 1196'11" R 2000.00 L 393.39 A 2220'01' R 1000.00 L 389.79 3II� C S67� 2 /;N� o 60' NONEXCLUSIVE ACCESS h C83 5 220'57' W 30.00 C50 'l'. iv;.1� z UTILITY EASEMENT --S76 t^ RESERVED IN DEEDS C84 S 220'57' W 201.05 cn 166 f W I "'^I 9098' 873 �� C85 S 220'57' W 75.00 Irn I C48 51 .!� S 89'311E 1239.28R13 20' P.U.E. m ®o m^ 58o zz 5 89'28'33' E 1248.32M C86 C87 5 2799'44' R 500.00 L 238.49 S 24'18'42 E 123.21 n -- --- C) = 'r^ 60. '�7832M OTHER INTERESTS: C88 C89 S 2458'47' E 250.51 S 24'58'47' E 99.49 179 ® 5'1� 204 DEEDS 298 W 10.82 AC. /S2 96-1140 OR .� y. 22108 278 y \� C90 C91 5 2458'07' E 350.00 A 2127'01' R 450.00 L 168.47 ' n e 096-1107 OR 5 y238 12.09 AC. \\, \ S E NO TFi B• 53 1 �4,P, �"F'� C92 C93 5 924'18" R 450.00 L 73.87 S 5550'06' E 297.24 I�1. y�19 p o CS `� (v\O }9 F,P�' ^ I C94 A 202'06' R 500.00 L 17.76 W 286.58 S�Sry 96�\\ J•�\J 60 W C7 yryo 1$-7 `to� �5 I T- C57 586S88 ® C96 C97 A 5426'03' R 800.00 L 201.54 A 105'17' R 800.00 L 15.19 04 63 5g 590 N l q,pw00 \ `�10. AC'�g7 w 4 C99 N 4334'C98 52" E 48.13 �30. J) ®96-1115 0R 59 ? ryhE' !)� w 205519 C100 C101 5 7002'02' R 100.00 L 122.23 3154'16' R 200.00 ,P CW 1 16 S 21 x-590 \o- Vf C102 A L 111.37 N 52626' E 228.62 924� F' 591+ �5}�olb p\\" ,;1� •Nsy�. .E ® ® 6 } C103 C104 N 526'26' E 95.16 A 4891'04' R 120.00 L 100.92 Ri A "'•p0'E ^' 580'00 • 4 11 6.33 AC59C3g- �� \Ory C105 S 24'58'47' E 132.83 2pp.00M ; N65 O 595 594 c. �\ Op 0706 N 57'39'08' E 659.54 'I y6_110157,16•E 495' i® 597 62� ryo- \9 N79 G Cjp C707 N 57'39'08' E 1242.99 ,f N N 96 }\ \\ 475.00M®J 5101 C108 A 1924'40' R 300.00 L 101.64 6 951 ® �'m�p 6 �5\ 9.0' �{��' 'P 64110 ® C709 C120 N 7703'49" E 139.64 N 5337'30" E 726.17 AC. 4y14 11'c. Oi ® Z07 $ 6 10} © dry C121 A 2335'05' R 150900 L 61.74 7 1 916 AC's 0' •OSS C' ( '�'' C122 0123 N 7792'35' E 168.92 S 7792'35' W 29 37 SIDELINE COURSES: S49 A 4122'50' R 880.00 L 635.56 S50 A 29'04'06" R 820.00 L 416.02 S51 A 127 B'44' R 820.00 L 176.21 S52 5 3803'42" E 255.32 S53 N 38'03'42" W 390.32 S54 S 3803'42' E 135.00 555 A 41'22'31' R 330.00 L 238.31 S56 A 81'47'12" R 20.00 L 28.55 S57 A 892'48' R 330.00 L 47.30 S58 A 8'12'48' R 330.00 L 47.30 S59 A 87'47'12" R 20.00 L 28.55 560 A 3595'12' R 330.00 L 203.04 Sal N 4852'57' E 266.11 S62 N 4852'57' E 266.11 S63 A 3994'35" R 580.00 L 397.25 S64 A 39'14'35' R 520.00 L 356.16 S65 N 8807'32' E 411.89 S66 N 88'07'32' E 376.27 S67 5 118'51'35' R 50.00 L 103.72 S68 N 30'44'03' W 554.59 S69 5 4424'55' R 20.00 L 15.50 S70 5 7521'49' R 50.00 L 65.77 S71 A 80'35'43' R 50.00 L 70.33 S72 5 9525'41' R 50.00 L 83.28 S73 5 17'26'37" R 50.00 L 15.22 S74 5 4424'55' R 20.00 L 15.50 S75 N 10'44'03' W 749.79 S76 5 2390'38' R 20.00 L 8.09 S77 N 8807'32' E 40.00 S78 A 37'10'20' R 220.00 L 142.73 S79 A 1954'49' R 1970.00 L 684.69 S80 A 1800'21' R 2030.00 L 637.95 S81 A 8796'14' R 20.00 L 30.46 S82 A 243'46' R 1030.00 L 49.07 S83 A 243'46' R 1030.00 L 49.07 S84 A 87'16'14' R 20.00 L 30.46 S85 5 536'50' R 1030.00 L 100.92 S86 N4690'13' W 411.33 S87 S 4690'13' E 476.33 S88 N 46'10'13' W 100.00 S89S 469093' E 35.00 590 A 3609'33' R 430.00 L 271.37 S91 5 3609'33' R 370.00 L 233.51 S92 N 1000'41' W 86.42 S93 S 10'00'41" E 86.42 S94 5 1195'28' R 480.00 L 94.31 S95 A 1195'28' R 420.00 L 82.52 S96 5 2924'11" R 420.00 L 215.54 S97 A 2795'15' R 480.00 L 228.32 S98 5 10304'16' R 50.00 L 89.95 S99 5100 A 50'44'19' R 50.00 L 44.28 A 16'04'19' R 330.00 L 92.57 5101 A 4006'47' R 270.00 L 189.03 5102 A 3'40'10' R 2030.00 L 130.01 S103 5 7'36'01'R 2030.00 L 269.27 S104 5 1196'11" R 1970.00 L 387.49 5105 51498'19' R 1030.00 L 257.17 S106 A 15'20'02' R 970.00 L 259.60 2I 13 Q FC66\OS•\.j,4C124 A 12'58'50' R 500.00 L 113.28 51761701.25-E d `P�'n iii. $�° o o �5ry C125 N 89'48'35 W 117.60 448.13M g6 .'• S ,y.> C126 A 6825'21" R 500.00 L 597.10 ed qOP 9� `'0 94. ®1 S106 Ct 27 A 19'05'30' R 500.00 L 166.67 5 -�.j} 49 C128 A 10'05'26' R 500.00 L 86.06 I / 17� 9 9CF' J o 0 8 AC . Cl 29 S C130 A 55fi 42" W R 4400800 L 111.32 IAC. 5\:� OR 00. 1a f sm 00 O 9.76 AC. RADIUS=Soo, �u ' d5Yj94 i F` 1i ®�� oP� 10.74 q1Y >• 51158 St79 07 6. 414 `N2'005•E .34 S179 ®Wyy9 S, ;? ® 96-1125 OR }2i Z4M 1 NN 8.27•E 3LG:5' '631BOM ® 1R' 9 'SryP w 5799 Sig. 10 .NTIg2YE`1 15.06 AC. 1�9ggOM O 11 pp000037'E 285.00M N82'07007p79.94R2 ® 1201'E 285.00R2 S8207'E ® 20' u. 95-01513 OR 52722'37'E 300.00M DETAIL G. RI DETAIL "H" NAP S[2Gs23M 300.0082 N2425'00'E 300.00M� 9018'M.Rt •P a N2425'F 30O.00R2 Air N.T.S. 3 N.T.S. N 89'14 E 2D91.V2 n[ CALLED LOT 'G" PER R2) ESS AND IS CONSIDERED DEDICATED FOR PUBLIC :SS STRIP IS 40' IN MDTH. DETAIL - "M" N.T.S. /37-93 - SIDELINE COURSES: SI64 S 220'57' W 184.63 S765 S 220'57' W 75.00 S166 S 220'57' W 259.63 5167 A 2779'44' R 470.00 L 224.18 S168 A 27'19'"' R 530.00 L 252.80 S169 S 2458'47' E 375.00 5770 S 2458'47' E 123.21 5171 S 2458'47' E 350.00 S172 S 24'58'47' E 581.04 S173 S 24'58'47" E 350.00 S174 S 24'58'47' E 132.83 5175 A 3051'18' R 420.00 L 226.18 5176 S 55'50'06' E 297.24 S177 A 13'43'12" R 830.00 L 198.75 5178 A 78'11'52' R 20.00 L 27.30 S179 5 10324'12' R 20.00 L 36.09 5180 512'07'08' R 770.00 L 162.87 S181 5 70'02'02' R 70.00 L 85.56 S182 S 526'26' W 231.48 S183 S 526'26' W 323.78 S184 S 526'26' W 92.30 S185 S 7792'35' W 198.28 S186 S 7792'35' W 168.92 S187 S 7792'35' W 29.37 SIBS N 57'39'08' E 48.47 5189 S 57'39'08' W 130.00 S190 N 57'39'08' E 110.00 S191 A 1924'40' R 330.00 L 111.80 5192 A 1924'40" R 270.00 L 91.47 5193 5 7703'49' W 21.58 5194 N 7703'49' E 98.88 5195 S 5290'22' W 407.85 5196 N 5290'22" E 407.85 5197 A 5100'00' R 470.00 L 418.36 S198 A 2496'26' R 530.00 L 224.54 S199 A 26'43'34' R 530.00 L 247.22 5200 N 76'49'38' W 11.01 5201 A 4424'55' R 20.00 L 15.50 S202 5 4926'29' R 50.00 L 43.15 S203 5 9303'20' R 270.00 L 438.51 S204 A 120'40'53' R 50.00 L 105.31 S205 A 98'42'28' R 50.00 L 86.14 S206 A 4424'55' R 20.00 L 15.50 5207 S 76'49'38' E 11.01 5208 A 2055'47' R 370.00 L 135.16 5209 5 11'59'19' R 430.00 L 89.97 S236 A 8495'39' R 20.00 L 29.41 S237 N 4374'12' E 0.64 5238 A 1122'54' R 970.00 5239 S 5239'08' W 55.49 L 192.69 S240 5 098'33' R 1030.00 L 5.56 5241S 5739'08' W 46.96 S242 A 107'01' R 2030.00 L 39.57 5243 A 15'42'40' R 480.00 L 131.62 S244 5 7002'02' R 130. DO L 158.90 5245 N 43.3492' E 0.64 5246 5 8495'39' R 20.00 L 29.41 5247 A 3.39'57' R 480.00 L 30.71 I 0k�L.' 242 N'52C54 .53 w� 23 84 S196 C58 DETAIL "1" DETAIL N.T.S. N.T.S. RECORD OF SURVEY FOR TRIVEST LAND CO., INC. BONG A PORTION OF SECTIONS 19, 20, & 21. T.18 N., R.5 E.. M.D.M. COUNTY OF BUTTE JUNE, 1995 CALIFORNIA SCALE: AS SHOWN PREPARED BY: MHM INC., MARYSVILLE. CA., 95901 . 93126RM2 SHEET 6 OF 7 i rt SITE PLAN REVIEW APPLICATION Date: y ,z tM AP# Permit N mtie ( ww it u r if applicable) �i�1 J r '7'�= APPLICANTINFORMATION Parcel Size: AC+ , 7 - Owners l V LLme: - Owners Address: o .80 X Telephone No.: %9 _ O�? 73 Situs Address: Proposed Use: Residential ❑ New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: - Brief Explanation (if necessary): ❑ Single Family Remodel C� .. u AWES VT'CE , 'r �O-UNT H ❑ Commercial Remodel ./ 20 w i ❑ Industrial RemodelIcy � NtE, f ❑ Well DO NOT WRITE BELOW THIS LINE DEVELOPMENT SER VICES INFORMATION (For Staff Use) 90, Approved ' ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval �Site Plan Stamped Approved' By ? �l GUi1C(/ Date 1 ALL ITEMS CHECKED APPLY TO THE PROPERTY - . Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ElNitrate Action Plan (See Environmental Health for standards) Verify residence can be built per contract ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) G SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) o Flood Zone: 40---Irq Flood Panel No.: Date ' 0 ❑❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑North Chico Specific Plan (See Development Fees Section and attached standards and requirements) . Chapman/Mulberry (See attached standards and requirements) ElCohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requiresi ❑ Use Permit ❑ Minor Use Permit El Minor Variance El Administrative Permit ❑ Variance -------------------------------- ---------------------------------- Detached Building Use Form ❑ Encroachment -Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: Applicable Building Setbacks: Front Zoning Code Streets & Highways Fire Prevention Subdivision -Map � , Side 6 Side Street Reark Height 3 0 , Waterway I IviA N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Tl•,__ % _r, 13 ❑ Subdivision Map/Parcel Map: (�� Map Date of Recording: 30 Lot: ( 3 ❑ Use PermitlMinor Use Permit Permit Number: Book: [ &I Page: —��Y_ Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions EJ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all drivewayand 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 ❑N ❑N Page 4 of 5 } t 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 ❑ Deeds: Date of Creation: Legal Access Provided: El No El 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 . - El 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 ----------------------------------------------------------------------------- s Summary of Specific Requirements: This information_ provided in this summary is based on the application information of review. and on the best available data at the time CMArrys\Building Permit Site Plan Reviewl.doc tiu v- g k- i 0 6,4 /14 TRIVEST LAND CO., Boundary Line Modification, AP 028-200-005, 014, 017, 019, 028, 030, 032, 036, 037, 057, 058 and 059, request to modify the boundary line between 38 parcels resulting in 34 parcels ranging from 5.1 to 29.7 acres, located on both the north and south sides of Avocado Road between Dunstone Drive and Oroville-Bangor Highway. Dunstone area. Engineer: MHM Inc. CONDITIONS: New lot or parcel lines shall comply with setback requirements of applicable zoning and building ordinances. Deeds and plats shall be submitted to the Department of Development Services for checking and approval prior to recordation and shall contain the notes specified below. Provide documentation, from a title company of the applicants choice, verifying that nay deed of trust affected is partially re -conveyed or modified to reflect the boundary line adjustment and to prevent the creation of any additional lot or parcel. 4 Record with deeds, documentation verifying payment of taxes as specified in Subsection (b) of e�iq�v Section 20-95 of the Butte County Code and as specified in Article 8 of Chapter 4 of Division 2 of Title 7 of the Government Code, commencing with Section 66492. ®�. Prepare a plat showing approved boundary line modification. )3-7 Record plat with deeds if one or more of original lots or parcels was created by map or shown on a l record of survey. If a record -of survey is prepared to show the boundary line modification, recording of a plat is not required. Deed Note (To be placed on any deed to effect boundary line modification) The purpose of this deed is to effect a boundary line modification as approved by the Butte County Development Review Committee on The above described lands are to be combined with and become a part of those lands as described in the deed to as filed for record in Butte County Official Records at Serial Number , Book Page No additional lots or parcels are created hereby. The scope of review of said boundary line modification was limited as specified in Government Code Section 66412(d), and approval of it does not constitute assurance that future applications for building permits or other land use entitlements on the modified lots or parcels will be approved by the County of Butte. Plat Note (To be placed on any required Plat) This plat does not constitute a legal description of the lots or parcels depicted and does not show all easements of record on or affecting said lots or parcels. NOTE CONCERNING ALL COUNTY CONDITIONS OF APPROVAL: "Minor changes in the above conditions may be approved administratively by the director of Environmental Health, Planning or Public Works upon receipt of a substantiated written request by the applicant and only as to those conditions originally recommended by their respective departments. A minor change is a change determined by such a director to be in substantial compliance with, or to accomplish the purpose of, the condition as originally imposed. All other changes are deemed to be major and shall require a formal application for amendment". bS:7- `Uc .9C)SPA) 'gRea-lAno, A 0� R6400 07 - 0 4V 19 D o e �NCViE- — -A�' R pe. 9 ' Q v`44p gyp. 1 1' -00 eo /10, �3 0 028,44;';02\ ?8�0 n. 1p?� �, p 8; war, pp19 p40.pp?e ' 1 � S 9 �.?3 qC qC� L4,;-.. Er _.._ _..._._._ jeYp 102, I NO Of ly, �D mop—mopa-W-14 Im T 0 .- d � U a z c ->S7 .,0/ 1 --mom, gwo, — N, (0-7 susIIII AW" APPA 040-- "WAV --61$ 7,,SS !✓��4��'�it�Iq,Yi t'z) LLCA Pep) ( s �2n J, rte' I �SPR> MA��f.�YNK' 6.6�Ac5 oa8-� o1y I BUTTECOUNTY O` o p o AGRICULTURAL BUFFER NOTIFICATION AND/OR o UNUSUAL CIRCUMSTANCES REQUEST Butte County requires a 300 foot buffer between neighboring agricultural operations and a residence. This dimension is based on environmental assessments and studies. The Agricultural Commissioner may identify unusual circumstances where the 300 foot buffer cannot be met on existing parcels. This exception is not. available for lots being created, divided or subdivided. Owner or Authorized Agent must complete the following and return with the required site plan to: Development Services Department, 7 County C nter Drive, Oroville, CA (530) 538-760011 Namea1 Phone: Mailing Address: 49 �7 L P,1P11%� �jCj ,�y/�/ �•�f� j%� E -Mail address Assessor's Parcel Number: Reason you believe you qualify for the unusual circumstances exception: _ 4 Owner or Authorised Age ht's signature UNUSUAL CIRCUMSTANCES DEFINITION: An exceptional or extraordinary condition where the existing lot size or shape or an existing improvement (well, septic systems, structures etc.) does not allow for the standard condition of a 300 -foot buffer zone. SITE PLAN REQUIREMENT: submit 4 copies with this form Refer to the Site Plan Submittal handout for specific requirements ................................................................................................................................................... Internal Dept. Contact Info: ❑ Env. Health ❑ Planning ❑ Building ❑ Other Contact Person: Phone: ......................................................................................................................................................................................... For Agricultural Commissioner office use only: (to be completed after submittal) DISCRETIONARY PERMITS (Planning) - MINISTERIAL PERMITS (Building) ❑ Exception Recommended ❑ Exception Granted with the ❑ Exception NOT Recommended following conditions: Reason/Conditions/Specific setbacks from adjacent agricultural operations: Agricultural Department Signature: _ Date: YMC 7/1/03 U = WI LLDAN Serving Public Agencies a t March 29, 2005 Scott Rutherford Butte County Building Department 7 County Center Drive Oroville, CA 95965 (530) 538-7169 (530) 538-2140 FAX SUBJECT' COUNTY OF BUTTE PLAN REVIEW APPROVAL 117 C Street Marysville, California 95901 530/749.2373 fax 530/749.2199 www.willdan.com Willdan Project No: 14353=1299 Jurisdiction Job No: 04-3544 Assessor's Parcel No: 028-440-028 Description: Marciniak New SFD I Dear Mr. Rutherford: 4 Willdan has completed a plan review of submitted plans and documents for the above referenced project and recommends your approval with the conditions ;noted on the 2"d page of this letter. The plans and documents provided for this review that have been found in compliance with the applicable codes are: ➢ Plans: Two (2) copies sheets 1 through 6 dated 10-19-04, by Cash Colby. ➢ Eneray Calculations: Two (2) copies dated 11-15-04, by Marty Runnells. ➢ Truss Calculations: Two (2) copies dated 11-12-04, by James A. Bourez. 5 ➢ Structural Calculations: Two (2) copies dated 3-17-05, by Jim Pursell, P.E. The plans have been stamped with the Willdan approval stamp and dated the date of this letter. According to our previous letters relating to this project, the superseded plans and documents will be discarded within 10 days unless we receive other instructions. On the pages to follow is the identification of the codes and standards applicable to the project, a code analysis, conditions -of -approval and identification of any deferred submittals. y A WILLDAN Serving Public Agencies APPLICABLE CODES Unless noted otherwise, all comments are based on requirements of the 2001 California Building Standards Code found in the California Code of Regulations, Title 24: • Part 2, known as the California Building Code and abbreviated herein as "CBC • Part 3, known as the California Electrical Code and abbreviated herein as "CEC" • Part 4, known as the California Mechanical Code and abbreviated herein as "CMC" • Part 5, known as the California Plumbing Code and abbreviated herein as "CPC" • Part 6, known as the California Energy Code; and Energy Commission Standards, and abbreviated herein as "CECS" CODE ANALYSIS Our plan review revealed the following information regarding the occupancy designation, type of construction, and other pertinent features. *This information is not consistent with that shown on the Butte County permit application. Type of -Type of 1" Floor 2° Floor Sprinklers Stories Total Sq Ft Occu anc Construction S Ft S Ft R-3 V -N No 1 2296 NA 2296 U-1 V -N No 1 *624 NA *624 Cov. Porch V-14 No 1 508 NA 508 CONDITIONS OF APPROVAL 1. Approval. is contingent upon the review, requirements and approval of other departments and/or agencies that have jurisdiction over this project. 2. Revisions and/or notes as red -lined on the plans. 3. *Permit application building areas specified in the scope -of -work shall be reconciled with plans to Butte County's satisfaction. DEFERRED SUBMITTALS Our plan review reveals no deferred submittals noted at this time. SPECIAL INSPECTION NEEDS Our plan review reveals no special inspection needs pursuant to CBC 1701. Sincer , saac Kuster Ricardo Guzman, S.E. Plans Examiner Plan Check Engineer Cc: Alice'lvMefford, E-mail: amefford@buttecounty.net Robert Marciniak, P.O. Box 459, Bangor, CA 95914, Fax: (530) 679-1878, Email: redhranch@aol.com Gage 2 of 2' County of Butte Permit .Number 04-3544 Wil.ldan Pre ect Number 14353-1299 School District C A.P. Numbe 1-056-- Property Owner , BUTTE COUNTY SCHOOLS IMPACT 1(One form per Bi 1% — V . 11 7=7 CERTIFICATION FORM g) Building Department No. 0 4/, Ity County Property Location/Address Subdivision Lot No. Dis, 'ct Identification No. 2"/ 5 L J ddhool District certifies that TOLP-'j is (Applicant) has complied with the requirements of Resolution No. )ntiN 'ZO (0 square feet. — School District Representative Paid by Check # Remarks: L" j I — V ( (Phone Number) (State)' e'l .(Zip Code) --7 by payment of $ L/ 2926 i $ FULL N Date NoMc}: You may protest the Imposition of the fees Identified above by submitting a written protest to the District. In compliance with Ckwwnment Code Section 66020(a). within 90 days from the date fen are OM. Failure to submit a timely written protest wlll'protdbft you from challenging the Imposition of the fees In any court actin. N, subsequent to the School District Repiresentetive signing thisSults County Schools impact Fee Certification Fom% the School Diarblict Is nod by the applicable Local Planning Agency that this project Is being rsvlswW under the California Environmental 0iislity Ad (CEQA). this pr al A may be subjed to additional school fen to fully mitigate. Its Impact on the school districre schools. White (applicant), Yellow (building department), Pink (school district) feeform.)b (10/03)dm.m .................. . ....................................... ...................................... aa� Residential Development F Sq. ootage No of living Mobile Home Addition/ *Supplemental to (Group R) Units Installation Conversion Permit # ......................................................................... *(No foundation Inspeclion) ! ....................... . ... Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Commercial/Industrial Q Q Sq. Footage Now Addition (including Exterior Roofed Areas) Building Department Representilive Date Dis, 'ct Identification No. 2"/ 5 L J ddhool District certifies that TOLP-'j is (Applicant) has complied with the requirements of Resolution No. )ntiN 'ZO (0 square feet. — School District Representative Paid by Check # Remarks: L" j I — V ( (Phone Number) (State)' e'l .(Zip Code) --7 by payment of $ L/ 2926 i $ FULL N Date NoMc}: You may protest the Imposition of the fees Identified above by submitting a written protest to the District. In compliance with Ckwwnment Code Section 66020(a). within 90 days from the date fen are OM. Failure to submit a timely written protest wlll'protdbft you from challenging the Imposition of the fees In any court actin. N, subsequent to the School District Repiresentetive signing thisSults County Schools impact Fee Certification Fom% the School Diarblict Is nod by the applicable Local Planning Agency that this project Is being rsvlswW under the California Environmental 0iislity Ad (CEQA). this pr al A may be subjed to additional school fen to fully mitigate. Its Impact on the school districre schools. White (applicant), Yellow (building department), Pink (school district) feeform.)b (10/03)dm.m School District ,; BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM ,. (One form per Building) A.P. Number DA ` ^ Property Owner 7 Property Location/Address Subdivision V2 -A (Dsc-;� Building Department No. Lot No. Residential Development FTI '_, Sq. Footage No of Living Mobile Home Addition/ 'Supplemental to (Group ) Units Installation Conversion Permit # i i . ..»..».». » » »» »» (No foundation Inspection) , Commercial/Industrial A r New Addition Department Representative District Identification No. Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) School District certifies that Sq. Footage (Including Exterior )Roofed Areas) 57/�^ Date (Applicant) (Street Address) (Phone Number) (City) (State) (Zip Code) has complied with the requirements of Resolution No. representing square feet. School District Representative Paid by Check A' Remarks: by payment of $ 2f9�6 $ FUL1 PillTIGATION S Date ifts m: You may poorest the Imposition of the fear Identifled above by submlttirrg a esrltton PWOM to the District, In gnrgllarevs with Gw.amntent Cafe Bastion 66036(a), within 90 days from the date fees are paid. Fallum to submit a tamely ween protect will prohibit You franc challenging f8es Imregluon of the fees In any court action. Of. eubw4wrd to the School Dlstrfct Reprmeemlative signing this Butte County Schools Impact Fay Cerd ication Fonn, the School District Is nogftd by the sp;ticabie Local Planning Agency that this prjed Is being mvl=;cd undar the Callfomla Envlrenns:rfal QiMfiy diet (CEQA), the paelod nmy be subject to addltloml school fcas to fully n*1§0e.1ts Impact on the aehoal d3sbuft echaols. White (applicant), Yellow (building department), Pink (school district) feeform.rda (10/03)dmm 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. BP043544 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 1 hereby affirm under penally of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 05/09/2005 APN: 028-440-028-000 the Business and Professions Code, and my license Is in full force and effect. License Class : License Number: Site Address: 32 ORANGE AVE BAN Date: Contractor: Map Index: Description: nsf (2296), gar (624), coV (508) OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following. reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner. • MARCINIAK, ROBERTMARCINIAK, permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a ROBERT, MARGUERITE,AN signed statement that he or she is licensed pursuant to the provisions of 10 ORANGE AVE. 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 P.O. BOX 459 BANGOR CA. , she is exempt therefrom and the basis for the alleged exemption. Any 95914 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).): redhranch@aol.com ❑ I, as owner of the properly, 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: MARCINIAK, ROBERTMARCINIAK, owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, ROBERT, MARGUERITE,AN provided that such improvements are not intended or offered for 10 ORANGE AVE. sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of P.O. BOX 459, BANGOR CA. proving that he or she did not build or improve for the purpose of 95914 /1, as owner of the property, am exclusively contracting with redhranch@aol.com licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). . Contractor: ❑ 1 am Exempt under Articl�f the Business an Profeession, —00 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 License #• workers' compensation, as provided for by Section 3700 of the Labor Code,.for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as Architect: required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation Engineer: insurance carrier and policy number are: Carrier: Policy #: l® I certify that in the performance of the work for which this permit is Total Square Ft: 3428 S.F. Valuation: $172,344.00 g� issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, Census Code: and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply withthose provisioDS. ( Date: Applicant: i D�-37J��K �/ (v(�O L\ WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars (8100,000), 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 i ereby issuedFr the a icabl provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097 Civ.) Resolution to do wo indicabove or whi fees have been paid. BY Dale: Name: 9 / '> 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 represent lives of Butte unty to enter pjin the above mentioned prope y for ins 011 t n purposes. `) Y ��22 /_ y%//►yin 1', iF Print Name: Sig/a/lure:�iU�� �9y��� Date: !% ❑ 8•Owner ❑ Contractor 0 Agent for Owner Agent for Contractor %3T BUTTE BUTTE COUNTY 0 0 DEPARTMENT OF DEVELOPMENT SERVICES is 9 5, 0 0 BUILDING PERMIT APPLICATION 553 C16 0_ 0 AND SUBMITTAL REQUIREMENTS 0 _ 0 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 0 N'(� A FEE WILL BE REQUIRED AT TIME OFAPPLICATION **PLEASE PRINT CLEARLY** OWNER CONTRACTOR Last Name e fl�t, A � ;SS L,_ Fins--77 Address Occ. City3)9� State State Zip 5�1 Phone /7? -9 Fax G97 71—/9 7 E-mail ZF0AW/W&I 401, / 60g0r)'J APPLICANT SIGNATURE 1 X ), LxknLmI For office use only. CONTRACTOR Name L Address Occ. City Subdivision Name Map State Zip —Phone Planner fa E-mail Lic. # Class APPLICANT SIGNATURE 1 X ), LxknLmI For office use only. ARCHITECT/ENGINEER Name C—&)/�►�� L Address Occ. City ` Subdivision Name Map State lip Phone Planner Fax E-mail State License Number APPLICANT SIGNATURE 1 X ), LxknLmI For office use only. APPLICANT NAME Name Flood Zone Address Occ. City Subdivision Name Map State Zip Phone Planner Fax E-mail APPLICANT SIGNATURE 1 X ), LxknLmI For office use only. Zoning— PropertyAddress Flood Zone I X I SRA KYes No Occ. Type Const Subdivision Name Map Book Page Lot # Planner Date Approved: PERMIT NO. BP6q 15 BIN # —2O LOCATION PropertyAddress C'�� j Crossrefit /7 WORKER'S COMPENSATION Policy Number Carrier A If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY dame Address Description or Scope of Work: tGt�T Sq. Footage C ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR SUBMITTAL REQUIREMENTS U K:\FORMSMILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 Received by: Amount: / Bldg ?E� 2-0 'I y8 SRA Receipt o M S— Date: ; Z / / 7/0 a/' Sheriff SMTP Other 51.72-q Tntal REI/ 7-27-04 SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ ' 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. (Note: Not required for additions to mobile or modular homes.) ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Detached Accessory Building Form filled out by the owner (if required). ❑ 12. Hazardous Material Form (for Commercial Buildings only). _❑_J33_S;gnitan"appmyaLftom"the-EnvJrDnmentaLHe"altb-Depadment" Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner (for 433A's). If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530)538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMSMILDING FORMS\BIdgApPlSubRgmts.doc Page 2 of 2 REV 7.27.04 County Department of Development Services CHRISTOPHER, DIRECTOR WILLDAN Scott Rutherford (530) 538-7160 srutherford anbuttecounty.net Plans Transmittal' For Review Per Contract 12/20/2004 1 Applicant: Marciniak, et.al. Permit 04-3544 Project Type: NSF/Gar/Cov APN: 028-440-028 100% 70% Plan Check Fees $ 1,219.95 $ 853.96 $ 1,219.95 $ 853.96 WILLDAN Fee $ 853.96 Copies Attached: Qty Chk Application Site Plan Review FEMA Elevation Certificate Building Plans Truss Calculations Energy Calculations Structural Calculations Residential Plan Review Guide Residential Construction Requirements Other Other 7 County Center Drive - Oroville, CA 95965 (530) 538-7601 Telephone (530) 538.7785 Facsimile M TO: ' O FROM: N 1 SUBJECT: O � DATE: WILLDAN Scott Rutherford (530) 538-7160 srutherford anbuttecounty.net Plans Transmittal' For Review Per Contract 12/20/2004 1 Applicant: Marciniak, et.al. Permit 04-3544 Project Type: NSF/Gar/Cov APN: 028-440-028 100% 70% Plan Check Fees $ 1,219.95 $ 853.96 $ 1,219.95 $ 853.96 WILLDAN Fee $ 853.96 Copies Attached: Qty Chk Application Site Plan Review FEMA Elevation Certificate Building Plans Truss Calculations Energy Calculations Structural Calculations Residential Plan Review Guide Residential Construction Requirements Other Other �i...s•' +w ..-s,aFr •�•- ;. '_•--•rW..�-.r,C..,Y•-..-...�,.r.....w �w..�ri,,. .w. l^,.�,..� _�rFir..''--j...� f . _ � . 'sem 'S,a+.�'" ......... 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 Yy� OWNER:. /' rG7 N� '� I ASSESSOR PARCEL NUMBER D V Proposed Building Use: %U 5F 2'Z1) G Counter Technician: Dater e. tems required in order to apply for a permit. All boxes MUST be checked OR marked NA in 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. z 4. Engineered truss details and layouts in duplicate. No faxes! \\❑ 5. Letter from Engineer or Architect for truss design review. 4\tom a 6. Energy compliance design and supporting documentation in duplicate. 't ❑ 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 i ❑ 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner t �❑ 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 ........................................... ........ O . Erosion Control Plan Required........................................................................ ........ fN r21 Fees as shown on the attached Schedule of Fees Due Sheet .............................. 2. City of Chico Plumbing permit ................................. 23. California Department of Forestry plan approval aid. Sent by: ............. 2' -0` ' 24. Planning approval (A) Use: OL (B)Parking: (C) Parcel Check: y` yf �❑ 25. Contact Land Development about _ Improvements, _ Drainage.......'y ., ............... c - / 60 26. NPDES Form............................................................................................ \ ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28." Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier and Policy Number .......................................... 31. Owner -Builder Verification (_Given to owner, _Mailed to owner) ..................... \`❑ 32. Letter of Signature authorization......................................:............................. � j 33. Recorded copy of Agricultural Acknowledgment Statement ................................. A ❑ 34. Manufactured home utility clearance............................................................... ❑ 35. Existing violations and/or expired permits......................................................... Cl 36. Deed Restriction......................................................................................... ❑ 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ 38. Other:_ k(o 4uFr-a_ 01 39. Other: When issued Telephone ,,(( and hold for pickup. I have been of the above items and requireif 2t�for c tai gebuilding permit. n� Applicant:��Iaq i !.f / Date: 1. r ' k Index pe misapplication for the above items numbered: Plan Check Letter 2. Additional items required r Contractor, designer, owner, was advised of the above data by phon , ❑mail, ❑counter, by Date: -� Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: Date Structural reviewed Date: Structural approved by: ^ A., Date: Note transfer by: Date: b Yellow: Building Division E.H. u Plot Plan Attechod 1 Floor Plan Attechad �y r Sam to B.D. / TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved fo : Sewage Disposal ✓ Water Supply: Public Private ell ✓ Clearance for dwelling. Other c3 ���� �EG�a1 w a q /9 /er,�-��. Hold final for: Final clearance O.K. for: NOTE: ironmental Health Sul ialist Date 8/96 COUNTY OF BUTTE `7 DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT OF FEES OWNER 1/4A21.1 AIM—lei Pd�C= %L% PROPRO D BUILDING USE N �� 1. BUILDING PERMIT FEES L --- Balance Due ..................... $ --- Additional Fees Due........... $ A.P. # ® ;?� 9 V t-10 P-0 �& DATE/ 2"/ 7-0V V RECEIPT # DATE REC. /W -- Revised Plan Checking Fee.... $ /i4'*'>0k 2. SCHOOL DISTRICT FEES OWH`I �� (paid at School District Office) (form available after Plan Check) 3. SHERIFF FEES (paid at Building Division) L� Residential............ X $360.00 =$ 3604"o U 0� 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 $5 .00 (paid at Building Division) Q\ 7. SRA FIRE INSPECTION AND PLAN CHECK FEE S 9.90'(paid at Building Division) 8. WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ GI1057 1-2-11-710.q Zone # Units Amt. rnmercial (sq. ftg.) .......... X = $ Sq. Fig. Amt. 6� 10. OTHER S� P' At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees . maybe changed d the plan checking process. APPLICANT ����V "� —/ DATE Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 2/2003) p�QARTt"tT OKI T TFo , 0 a 0 0 ��. 0 OA ���LICWO5 CRD Department J. Michael Crump, Director Public Works LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 (FAX) 538-7171 r National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN 1 ACREI Project Description: (���� /'—--- Project Location and/or Parcel Number: By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: ;✓�(�� Title: Date: Less than 1 Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/24/04 ... ..: _.s :,�..., .:....tet • ;.:..ti.'.S ;. C' � Al MY ` =C. zIO 10 ...;��.!c`s it 7t. 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 >r labor and material for construction of this proposed property improvement: YES [ ] NO [ ]. 2. I HAVE [ HAVE NOT [ ] signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: _ ADDRESS: 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: 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 ADMINISTRATION t BUILDING' GIS `PLANNING 7 County Center Drive Oroville, CA 95965 (530) 538-7541 Telephone (530) 538.2140 Facsimile 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 $200 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 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 contacting the Contractors' State License Board in your community or at 1020 N Street, Sacramento, California 95814. 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. Z MicYael C. Vieir4 C.B.O. Majager, Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 COPY of Document Recorded 01 -Dec -2004 2004-0073503 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 /�/� P!RQPERTY OWNER State of California ) County of AV -'tie - On V -'tie - On Ut'.c:e,bP-r 1, ZODq before me, personally appeared Ao,,A1 'rw,+L 1_ rcwic:k c,A;cj AQA' -I T. personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s)-is/are subscribed to the within instrument and acknowledged to me that twlshe/they executed the same in bis&er/their authorized capacity(ies), and that by h6% r/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my and and official seal. ; Signature �cw Seal:Lqpi- BUTTE JAMES LAMAR KINSER COMM. #1377185 NOTARY PUBUC • CALIFORNIA COUNTY A.P. # d 2 �-'-IgO - QZ�s-QOp y Comm. Expires Sept. 28, 2006 Order No. BU -218962-3 MAM Description The land referred to herein is situated in the State of California, County of Butte, and is described as follows: ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, BEING A PORTION OF THE SOUTHWEST ONE-QUARTER OF SECTION 21, T1 8N, R5E, M.D.M., DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 21; THENCE NORTHERLY ALONG THE WESTERLY LINE OF SAID SECTION 21 NORTH 20 02' 37" EAST 1029.30 FEET TO A POINT ON THE NORTHWESTERLY RIGHT OF WAY LINE OF THAT CERTAIN COUNTY ROAD KNOWN AS ORANGE AVENUE; THENCE NORTHEASTERLY, ALONG SAID RIGHT OF WAY LINE NORTH 570 39' 08". EAST 1276.99 FEET TO THE TRUE POINT OF BEGINNING OF THE FOLLOWING DESCRIBED PARCEL OF LAND; THENCE FROM SAID TRUE POINT OF BEGINNING, LEAVING SAID RIGHT OF WAY LINE NORTH 32° 05' 07" WEST 700.00 FEET; THENCE NORTH 650 21' 38" EAST 485.00 FEET; THENCE SOUTH 31° 33' 06" EAST 635.00 FEET TO A POINT ON SAID NORTHWESTERLY RIGHT OF WAY LINE OF ORANGE AVENUE; THENCE SOUTHWESTERLY, ALONG SAID NORTHWESTERLY RIGHT OF WAY LINE SOUTH 570 39' 08" WEST 475.00 FEET TO SAID POINT OF BEGINNING. APN 028-440-028-000 a CDF FIRE SAFE REQUIREMENTS AP# 028-440-028 PERMIT # 05-1415 NAME: Marciniaketal Under authority of Public Resources Code Sec. 4290, the following checked items are required by the Butte County Fire Department and made a part of this permit. These requirements are minimums and may be superseded by Butte County local regulations, which equal .or exceed these standards. Butte County Building Inspectors will make compliance inspections. Drivewav Standards [X] Surface. I All driveway surfaces and structures (bridges, culverts and other appurtenant structures which supplement the roadway bed or shoulders) shall provided unobstructed access to conventional drive vehicles, including sedans and fire apparatus weighing up to 40,000 pounds. [X] Grade. Not to exceed 16 percent unless paved. Driveway Radius [X] No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of 4 feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100-200 feet. [X] The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet radius. [X] Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [X] Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 -foot taper on each end. [X] Width. All driveways shall provide a minimum 10 -foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. [X] Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. Gates [X] 1. Gate entrances shall be at least two feet wider than the roadway they serve. 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on the roadway. 3. Where a one-way road with a single traffic lane provides entrance, a 50 -foot turning radius shall be used. c n F Setback for Structure Defensible Space [X] Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued availability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provided for by the landowner. [X] 1. All parcels 1 acre and larger shall provide a minimum 30 -foot setback for buildings and accessory buildings from all property lines and/or the center of the road. [ j 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See "Other Requirements below. [X] Disposal of Vegetation and Fuels: Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction of flammable vegetation and fuels caused by site development and construction, road and driveway construction. Disposal shall be completed prior to completion of road construction or final building permit inspection. Other Requirements [ ] If Building Setback is 15 to 30 Feet: ✓ Class A or B roof ✓ Enclosed eaves [ ] If Building Setback is Less Than 15 Feet— ✓ Class A or B roof with enclosed eaves and choose any 2 of the following: ❑ Metal or no doors on side toward property line with insufficient setback ❑ Interior automatic sprinkler system per NFPA 13D ❑ Glass area not to exceed 10% of wall area toward property line with insufficient setback ❑ Siding from the following list: o Stucco — 3 coat o Hardi-Board or Plank o Masonry o Masonry Veneer o Metal o Other Butte County Fire Department approved materials 06/08/2005 Date Darren Read Signature c n F E N T S F,)ob MarciniaL Truss Kevisions f)edroom Addition End-, H.— P.Q. Bon 1947 0- -*Ile, Ca. 9505 (53,)5)+-0)00 M -a-,7777"77 11 -T L= CGtUNTY Garage BUILDING I b Addition � APPROVED - FM JUN 2 3 2005' WILDAN Y Re: Marciniak 00 MliTek Industries, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 916/676-1900 Fax 916/676-1909 The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Endeavor Homes. Pages or sheets covered by this seal: RI 6660691 thru R16660694 My license renewal date for the state of California is June 30, 2007. 9? aF ESS/p\ C1"10 z ,k EXP. 06/30/07 * BUTTE NI" Civil - OF C N -W BUILDING DIVISION May 26,2005 ►► APPROVED Anderson, Bob The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI-2002 Chapter 2. "Nwlwllj� Job Truss Truss Type Qty Ply0 0 f TCLL 16.0 Plates Increase 1.25 TC 0.19 816660691 IMARCINIAK T1 COMMON 6 1 BC 0.26 Vert(TL) -0.08 6-8 >999 180 BCLL 0.0 Rep Stress Incr Job Reference o tional rnaeavor nomes, vrovnie, LA aoaoo 6.100 s Sep 17 2004 MiTek Industries, Inc. Thu May 26 07:57:18 2005 Page 1 1-1-0-0 6-2-13 12-0-0 17-9-3 24-0-0 25-0-0 1-0-0 6-2-13 5-9-3 5-9-3 6-2-13 1-0-0 N �1 4x4 = 4 3x4 = 10 9 8 3x4 = 1.5x4 11 5x8 = 1.5x4 11 6-2-13 12-0-0 17-9-3 24-0-0 6.2-13 5-9-3 5-9-3 6-2-13 Io Scale = 1:49.6 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.19 Vert(LL) -0.03 6-8 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.26 Vert(TL) -0.08 6-8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.35 Horz(TL) 0.03 6 n/a n/a BCDL 10.0 Code UBC97/ANSI95 (Matrix) Weight: 110 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btr TOP CHORD Sheathed or 5-7-3 oc purlins. BOT CHORD 2 X 4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 DF Std REACTIONS (Ib/size) 2=911/0-5-8,6=911/0-5-8 Max Horz2=81(load case 4) FORCES (lb) - Maximum Compression/Maximum Tension r TOP CHORD 1-2=0/26, 2-3=-1343/0, 3-4=-921/14, 4-5=-921/14, 5-6=-1343/0, 6-7=0/26 9i BOT CHORD 2-10=0/1082,9-10=0/1082,8-9=0/1082,6-8=011082 BUTTE WEBS 3-10=0/256, 4-9=0/601, 5-8=0/256, 3-9=-435/24, 5-9=-435/24 BUILDING �( g\ j t+O'� V IK" r,,, �y� NOTES �J j,�Jj�4� ®APPROVED p "0 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 6.0 psf top chord d'dwload and 6.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. LOAD CASE(S) Standard O0RpFESS/0�, .A Fyc C 17180 z T * EXP. 06/30/07 S� CIVIL gTFOF CAl \Fps May 26,2005 ® WARNING - Ver{/y design parameters and READ NOTES ON TRIS AND INCLUDED MITER REFERENCE PAGE AM -7473 BEFORE USE. 7777 Greenback Lane �® Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Suite 109 Citrus Heights, CA, 95610 Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown:.'e is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component M iTek� Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. I Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury ,4_13/ *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each 1-s TOP CHORDS other. X78. c2 ca JS 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane u 0 at joint locations. �+ U �y U 4. Unless otherwise ncted, locate chord splices O at 1A panel length (± 6" from adjacent joint.) For 4 x 2 orientation, locate F—O CB BOTTOM CHORDS ce 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates 1/8" from outside edge J 1 J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 9. Lumber shall be of the species and size, and X perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins ICBO 3907, 4922 provided at spacing shown on design. LATERAL BRACINGsacci 96679432A 1 1. Bottom chords require lateral bracing at 10 , ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / er load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING ® 1,715 14. Do not cut or alter truss member or plate Indicates location of joints at which bearings (supports) occur. without prior approval of a professional engineer. ® 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 M!Tek® Holdings, Inc. 00111110��� Job Truss Truss Type Qty Ply D 0 PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.04 816660692 �MARCINIAK T1GE COMMON 1 1 BC 0.04 Vert(TL) 0.00 20 n/r 90 BCLL 0.0 Rep Stress Incr Job Reference o tional tnaeavor names, urovnie, un aoaoo 1-0-0 12-0-0 3x4 = 4x5 114x5 6.100 s Sep 17 2004 MiTek Industries, Inc. Thu May 26 07:57:20 2005 Page 1 12-0-0 1-0-0 3x4 = 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 3x4 = 3x4 = 24-0-0 D Scale= 1:52.2 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.04 Vert(LL) -0.00 20 n/r 120 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.04 Vert(TL) 0.00 20 n/r 90 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 20 n/a n/a BCDL 10.0 Code UBC97/ANSI95 (Matrix) Weight: 165 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btr TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 DF Std JOINTS 1 Brace at Jt(s): 39, 40 OTHERS 2 X 4 DF Std G REACTIONS (Ib/size) 2=148/24-0-0, 20=148/24-0-0, 31=69/24-0-0, 29=69/24-0-0, 38=173/24-0-0, 37=66/24-0-0, 36=102/24-0-0, 35=95/24-0-0, 34=96/24-0-0, 33=98/24-0-0, 32=68/24-0-0, 28=68/24-0-0, 27=98/24-0-0, 26=96/24-0-0, 25=95/24-0-0 , 24=102/24-0-0, 23=66/24-0-0, 22=173/24-0-0 Max Horz2=81(load case 4) Max Uplift2=-19(load case 3), 20=-11(load case 5), 37=-9(load case 4), 36=-2(load case 5), 35=-4(load case 4), 34=-4(load case 5), 33=-6(load case 5), 27=-6(load case 5), 26=-4(load case 5), 25=-4(load case 3), 24=-2(load case 5), 23=-9(load case 3) Max Grav2=148(load case 1), 20=148(load case 1), 31=69(load case 1), 29=69(load case 1), 38=173(load case 6), 37=66(load case 6), 36=102(load case 6), 35=95(load case 1), 34=96(load case 1), 33=99(load case 6), 32=68(load case 6), 28=68(load case 7), 27=99(load case 7), 26=96(load case 1), 25=95(load case 1), 24=102(load case 7), 23=66(load case 7), 22=173(load case 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/25, 2-3=-82/46, 3-4=-52/51, 4-5=-34/61, 5-6=-27/69, 6-7=-27178, 7-8=-27/86, 8-9=-27/96, 9-10=-18/99, 10-11=-40/6, 11-12=-40/6, 12-13=-18/99, 13-14=-27/95, 14-15=-27/76, 15-16=-27/58, 16-17=-27/40, 17-18=-25/27, 18-19=-34117, 19-20=48/29, 20-21=0/25 BOT CHORD 2-38=0171, 37-38=0/71, 36-37=0f71, 35-36=0/71, 34-35=0171, 33-34=0/71, 32-33=0/71, 31-32=0171, 30-31=0171, 29-30=0171 , 28-29=0/71, 27-28=0/71, 26-27=0/71, 25-26=0171, 24-25=0/71, 23-24=0/71, 22-23=0/71, 20-22=0/71 WEBS 31-39=-46/0, 10-39=-46/0, 29-40=-46/0, 12-40=-46/0, 3-38=-119/28, 4-37=-52/18, 5-36=-72/20, 6-35=-69/20, 7-34=-70/20, 8-33=-71/23, 9-32=-52/6, 13-28=-52/1, 14-27=-71/23, 15-26=-70/20, 16-25=-69/20, 17-24=-72/20, 18-23=-52/18, 19-22=-119/27,10-12=0/94,39-40=010 / NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 6.0 psf top chord dead I and 6.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" G%r G6i"%de5X4 MT20 unless otherwise indicated. ® WARNING - Ver(N design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MU -7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paromenfers and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Qualify Criteria, DSB-89 and BCS11 Building Component Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. Q4tOF ESS/O-, - C 17180 z EXP. 06/30/07 s>' c(VIL ��P \\OF CA1.�F0�� May 26,2005 7777 Greenback Lane 11110 Suite 109 Citrus Heights, CA, 95610 MOW Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each 1 /8 . TOP CHORDS other. 1 C2 C3 c J5 0 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. X: / 0 U A�, 4. Unless otherwise noted, locate chord splices 1� 0 0 U CL C, a at 1A panel length (± 6" from adjacent joint.) For 4 x 2 orientation, locate C8 C7 C6 0 BOTTOM CHORDS 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates I /8" from outside edge 11 J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 9. Lumber shall be of the species and size, and 4 x perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins ICBO 3907,4922 provided at spacing shown on design. LATERAL BRACING SBCCI 9667,9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / cr load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stocks of construction materials. BEARING 14. Do not cut or alter truss member or plate Indicates location of joints at which bearings (supports) occur. without prior approval of a professional engineer. M i k' F/N vwlq 1.5. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: mri-7473 1993 M!Tek@ Holdings, Inc. 777F',�,FIF' 11 Job Truss Truss Type City Ply 0 0 816660692 MARCINIAK T1 GE COMMON 1 1 Jab Reference (optional) ",wo=.O ti.1 uu s Sep 17 2004 MiTek Industries, Inc. Thu May 26 07:57:20 2005 Page 2 NOTES 5) Gable requires continuous bottom chord bearing. •6) -Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard F,. _VY r�NJ 13UtLI , .4.Ppill ® WARNING - Verjfy design parameters and READ NOTES ON THIS AND INCLUDED MITES REFERENCE PAGE M11-7473 BEFORE USE. 7777 Greenback Lane --do Design valid for use only with M7ek connectors. This design is based only upon parameters shown, and is for an individual building component. Suite 109 pp g p p p p p p g g g g Citrus Heights, CA, 95610 A licabili of desi n aramenters and ro er incor oration of com onent is res onsibili of buildin desi ner-not truss desi ner. Bracin shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSII Building Component IVO �T@km Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, W 153719. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each TOP CHORDS other. /8 C2 C3 J 5 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane 0 0u 3 3 CK: at joint locations. 0 U= �3 U 4. Unless otherwise noted, locate chord splices CL 0 CL at 1A panel length (± 6" from adjacent joint.) For 4 x 2 orientation, locate F- C8 C7 C6 BOTTOM CHORDS 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates I /8" from outside edge 11 J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 x 4 to Second 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins ICBO 3907,4922 provided at spacing shown on design. LATERAL BRACING SBCCI 9667,9432A 11. Bottom chords require lateral bracing at 10 ft, spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stocks of construction materials. BEARING ® ME 14. Do not cut or alter truss member or plate without approval of a Indicates location of joints at prior professional which bearings (supports) occur. "fill engineer. IVI i 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: Mll-7473 @ 1993 M!Tek@ Holdings, Inc. t CERTIFICATE OF COMPLIANCE: RESIDENTIAL ge 1 CF -1R i Project Title.......... 4BR Res.- Marciniak D�t­(OS/27/05 13:57:02 Project Address........ AP 028-440-028 ******* Bangor *v6.01*Documentation Author... Marty Runnells *******lding Permit Energy Calculation Sery e 574 Manzanita Avenue, Ste., n Chec Date Chico, CA 95926 2 y� 530-894-8466a F Check/ Date Climate Zone........... 11 14 Compliance Method...... MICROPAS6 v6.01 for 2001 aard+by rcomp, Inc. MICROPAS6 v6.01 File -051625 Wth-CTZ11S92ogram-FORK,, �1R User4-MP1333 User -Energy Calculation Servic VM un -2476 SFe' deuce GENERAL INFORMATION tA Conditioned Floor Area..... 2476 sf Building Type.... ........ Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 135 deg (SE) Number of Dwelling Units... 1 Number of Stories. ........ 1 Floor Construction Type.... Slab On Grade Glazing Percentage......... 20.1 % of floor area Average Glazing U -factor... 0.42 Btu/hr-sf-F Average Glazing SHGC....... 0.45 Average Ceiling Height..... 9 ft BUILDING SHELL INSULATION JUN 2 3 2005' WILLDAN Component Frame Cavity Sheathing Total Assembly Type Type R-value R-value R -value U -factor Location/Comments Wall n/a R-19 R-n/a R-19 0.065 FRONT, LEFT, BACK Window Front (SE) 35.0 RIGHT SlabEdge n/a R-0 R-n/a F2=0.760 TO EXTERIOR Roof n/a R-30 R-n/a R-30 0.031 TO ATTIC Orientation None Area (sf) Window Front (SE) 6.0 Window Front (SE) 35.0 Door Front (SE) 37.5 Window Front (SE) 35.0 Window Front (SE) 17.5 Door Front (SE) 33.4 Window Left (SW) 15.0 Door Left (SW) 18.0 Window Left (SW) `: 6.0 Window Left (SW) 20.0 Window Back (NW) 20.0 Window Back (NW) 35.0 Window Back (NW) 12.0 Window Back (N) 16.0 Window Left (W) 40.0 Window Left (W) 12.0 AVINNIMM FENESTRATION U- Interior Factor SHGC Shading 0.350 0.350 Standard 0.350 0.350 Standard 0.550 0.650 Standard 0.350 0.350 Standard 0.350 0.350 Standard 0.550 0.650 Standard 0.350 0.350 Standard 0.550 0.650 Standard 0.350 0.350 Standard 0.350 0.350 Standard 0.350 0.350 Standard 0.350 0.350 Standard 0.350 0.350 Standard 0.350 0.350 Standard 0.400 0.410 Standard 0.350 0.350 Standard Over - Exterior hang/ Shading Fins Standard None Standard None Standard Yes Standard Yes Standard Yes Standard Yes Standard None Standard Yes Standard None Standard None Standard None Standard None Standard Yes Standard Yes Standard Yes Standard Yes R. PRU'V i CERTIFICPTE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Prn� f�ri- Ti t- l A n nn M- MICROPAS6 v6.01 File -05162S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -2476 SF Residence Orientation Area (sf) Window Back (NW) 35.0 Door Back (NW) 18.0 Window Back (NW) 16.0 Door Right (NE) 33.4 Window Right (NE) 8.0 Window Right (NE) 20.0 Skylight Horz Refrigerant Charge and Duct 8.0 FENESTRATION U- Interior Factor SHGC Shading 0.350 0.350 Standard 0.550 0.650 Standard 0.350 0.350 Standard 0.550 0.650 Standard 0.330 0.390 Standard 0.350 0.350 Standard 0.940 0.730 None SLAB SURFACES Exterior Shadinq Standard Standard Standard Standard Standard Standard None Over- hang/ Fins Yes Yes Yes Yes Yes None None Area Slab Type (sf) Standard Slab 2476 HVAC SYSTEMS Equipment Minimum Refrigerant Charge and Duct Duct Tested Duct ACCA Manual Thermostat Type Efficiency Airflow Location R -value Leakage D Type Gas ACSplit 0.800 AFUE 13.00 SEER n/a Attic No Attic R-4.2 No No Setback R-4.2 No No Setback WATER HEATING SYSTEMS Number Tank External Tank Type Heater Type Distribution Type in System Energy Factor Size (gal) Insulation R -value Storage Gas Standard 1 .60 50 R- n/a REMARKS CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... 4BR ReR_ MArriniak MICROPAS6 v6.01 File -05162S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -2476 SF Residence 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 i;s varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER DOCUMENTATION AUTHOR Name.... Bob Mariniak Name.... Company. Owner Company. Address. Address. Phone... 530.679."0878 Phone... License. Signed..` S -"' // �'Signed. . ate ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. date 12"111111 Marty Runnells Energy Calculation Services 574 Manzanita Avenue, Ste 9 Chico, CA 95926 530-894-8466 (date) MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R Project Title.......... 4BR Res.- Marciniak Date..05/27/05 13:57:02 Project Address........ AP 028-440-028 ******* Bangor *v6.01* Documentation Author... Marty Runnells ******* Energy Calculation Services 574 Manzanita Avenue, Ste 9 Chico, CA 95926 530-894-8466 Climate Zone 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -05162S Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -2476 SF Residence Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturer's labeled R -Value. *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -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(9): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. V Building Permit Plan Check Date Field Check/ Date Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -05162S Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -2476 SF Residence Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturer's labeled R -Value. *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -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(9): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. V [ANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R Iroject Title.......... 4BR Res.- Marciniak Date..05/27/05 13:57:02 MICROPAS6 v6.01 File -051625 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -2476 SF Residence SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- er ment .10-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. 150(i): 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 j other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. *150 (m) : Ducts and Fans 1. All ducts and plenums installed, sealed and in- sulated, to meet the requirements of the 1998 CMC sectons 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. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning MANDATNlY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -1R Drn ant- T;i-I __ 4RR RPR.- Marciniak Date..05/27/05 13:57:02 MICROPAS6 v6.01 File -051625 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -2476 SF Residence pilot light (Exception: Non -electrical cooking appliances / with pilot < 150 Btu/hr). ✓ LIGHTING MEASURES Design- Enforce- er ment 150(k)l: 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. AJ/� 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. -� COMPUTER METHOD SUMMARY Page 1 C -2R Project Title.......... 4BR Res.- Marciniak Date..05/27/05 13:57:02 Project Address AP 028-440-028 ******* Bangor *v6.01* Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 574 Manzanita Avenue, Ste 9 Plan Check Date Chico, CA 95926 530-894-8466 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -051625 Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -2476 SF Residence MICROPAS6 ENERGY USE SUMMARY Energy Use (kBtu/sf -yr) Space Heating.......... Space Cooling.......... Water Heating.......... Total Standard Proposed Compliance Design Design Margin 18.49 17.75 0.74 8.97 10.91 -1.94 11.46 10.09 1.37 38.92 38.75 0.17 *** Building complies with Computer Performance *** GENERAL INFORMATION Conditioned Floor Area..... 2476 sf Building Type.. .......... Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 135 deg (SE) Number of Dwelling Units... 1 Number of Building Stories. 1 Weather Data Type.......... ReducedYear Floor Construction Type.... Slab On Grade Number of Building Zones... 1 Conditioned Volume......... 22284 cf Slab -On -Grade Area......... 2476 sf Glazing Percentage......... 20.1 % of floor area Average Glazing U -factor... 0.42 Btu/hr-sf-F Average Glazing SHGC....... 0.45 Average Ceiling Height..... 9 ft Zone Type HOUSE Residence BUILDING ZONE INFORMATION Floor ## of Area Volume Dwell Cond- Thermostat (sf) (cf) Units itioned Type 2476 22284 1.00 Yes Setback Vent Vent Air Height Area Leakage (ft) (sf) Credit 2.0 Standard No COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... 4BR Res.- Marciniak Date..05/27/05 13:57:02 MICROPAS6 v6.01 File -051625 Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -2476 SF Residence OPAQUE SURFACES Area U- Insul Act Solar Form 3 Location/ Surface (sf) factor R-val Azm Tilt Gains Reference Comments HOUSE 1 Wall 538 0.065 19 135 90 Yes None FRONT 2 Wall 391 0.065 19 225 90 Yes None LEFT 3 Wall 458 0.065 19 315 90 Yes None BACK 4 Wall 52 0.065 19 270 90 Yes None BACK 5 Wall 34 0.065 19 0 90 Yes None BACK 6 Wall 425 0.065 19 45 90 Yes None RIGHT 8 Roof 2468 0.031 30 n/a 0 Yes None TO ATTIC PERIMETER LOSSES Length F2 Insul Solar Surface (ft) Factor R-val Gains Location/Comments HOUSE 7 SlabEdge 266 0.760 R-0 No TO EXTERIOR FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade Orientation (sf) factor SHGC Azm Tilt Type/SHGC Type/SHGC HOUSE 1 Window Front (SE) 6.0 0.350 0.350 135 90 Standard/0.76 Standard/0.68 2 Window Front (SE) 35.0 0.350 0.350 135 90 Standard/0.76 Standard/0.68 3 Door Front (SE) 37.5 0.550 0.650 135 90 Standard/0.76 Standard/0.68 4 Window Front (SE) 35.0 0.350 0.350 135 90 Standard/0.76 Standard/0.68 5 Window Front (SE) 17.5 0.350 0.350 135 90 Standard/0.76 Standard/0.68 6 Door Front (SE) 33.4 0.550 0.650 135 90 Standard/0.76 Standard/0.68 7 Window Left (SW) 15.0 0.350 0.350 225 90 Standard/0.76 Standard/0.68 8 Door Left (SW) 18.0 0.550 0.650 225 90 Standard/0.76 Standard/0.68 9 Window Left (SW) 6.0 0.350 0.350 225 90 Standard/0.76 Standard/0.68 10 Window Left (SW) 20.0 0.350 0.350 225 90 Standard/0.76 Standard/0.68 11 Window Back (NW) 20.0.0.350 0.350 315 90 Standard/0.76 Standard/0.68 12 Window Back (NW) 35.0 0.350 0.350 315 90 Standard/0.76 Standard/0.68 13 Window Back (NW) 12.0 0.350 0.350 315 90 Standard/0.76 Standard/0.68 14 Window Back (N) 16.0 0.350 0.350 0 90 Standard/0.76 Standard/0.68 15 Window Left (W) 40.0 0.400 0.410 270 90 Standard/0.76 Standard/0.68 16 Window Left (W) 12.0 0.350 0.350 270 90 Standard/0.76 Standard/0.68 17 Window Back (NW) 35.0 0.350 0.350 315 90 Standard/0.76 Standard/0.68 18 Door Back (NW) 18.0 0.550 0.650 315 90 Standard/0.76 Standard/0.68 19 Window Back (NW) 16.0 0.350 0.350 315 90 Standard/0.76 Standard/0.68 20 Door Right (NE) 33.4 0.550 0.650 45 90 Standard/0.76 Standard/0.68 21 Window Right (NE) 8.0 0.330 0.390 45 90 Standard/0.76 Standard/0.68 22 Window Right (NE) 20.0 0.350 0.350 45 90 Standard/0.76 Standard/0.68 23 Skylight Horz 8.0 0.940 0.730 135 0 None/1 None/1 =7177177-71 11 Al COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... 4BR Res.- Marciniak Date..05/27/05 13:57:02 MICROPAS6 v6.01 File -051625 Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -2476 SF Residence 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 3 Door 37.5 n/a 7.5 8.5 .25 n/a n/a n/a n/a n/a n/a n/a n/a 4 Window 35.0 n/a 5 6.5 .33 n/a n/a n/a n/a n/a n/a n/a n/a 5 Window 17.5 n/a 5 6.5 .33 n/a n/a n/a n/a n/a n/a n/a n/a 6 Door 33.4 n/a 6.67 6.5 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 8 Door 18.0 n/a 6.67 6.5 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 13 Window 12.0 n/a 4 5.5 .33 n/a n/a n/a n/a n/a n/a n/a n/a 14 Window 16.0 n/a 4 8 .33 n/a n/a n/a n/a n/a n/a n/a n/a 15 Window 40.0 n/a 6.67 8 .67 n/a n/a n/a n/a n/a n/a n/a n/a 16 Window 12.0 n/a 4 4 .67 n/a n/a n/a n/a n/a n/a n/a n/a 17 Window 35.0 n/a 5 1.5 .5 n/a n/a n/a n/a n/a n/a n/a n/a 18 Door 18.0 n/a 6.67 1 .5 n/a n/a n/a n/a n/a n/a n/a n/a 19 Window 16.0 n/a 4 1 .5 n/a n/a n/a n/a n/a n/a n/a n/a 20 Door 33.4 n/a 6.67 5.5 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 21 Window 8.0 n/a 4 1 1.5 n/a n/a n/a n/a n/a n/a n/a n/a SLAB SURFACES Area Slab Type (sf) HOUSE Standard Slab 2476 HVAC SYSTEMS Refrigerant Tested ACCA System Minimum Charge and Duct Duct Duct Manual Duct Type Efficiency Airflow Location R -value Leakage D Eff HOUSE Gas 0.800 AFUE n/a Attic R-4.2 No No 0.737 ACSplit 13.00 SEER No Attic R-4.2 No No 0.645 WATER HEATING SYSTEMS Number Tank External Tank Type Heater Type Distribution Type System in Energy Factor Size (gal) Insulation R -value 1 Storage Gas Standard 1 .60 50 R- n/a REMARKS 0 HVAC SIZING Page 1 HVAC Project Title.......... 4BR Res.- Marciniak Date..05/27/05 13:57:02 Project Address........ AP 028-440-028 ******* Bangor *v6.01* Documentation Author... Marty Runnells ******* Energy Calculation Services 574 Manzanita Avenue, Ste 9 Chico, CA 95926 530-894-8466 Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -05162S Wth-CTZ11S92 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Servic Run -2476 SF Residence GENERAL INFORMATION Floor Area ................. Volume..... ............ Front Orientation.......... Sizing Location............ Latitude... ................ Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range ............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... 2476 sf 22284 cf Front Facing 135 OROVILLE RS 39.5 degrees 30 F 70 F 104 F 78 F 37 F Yes Yes Yes 0.20 HEATING AND COOLING LOAD SUMMARY deg (SE) Heating Building Permit Plan Check Date Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -05162S Wth-CTZ11S92 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Servic Run -2476 SF Residence GENERAL INFORMATION Floor Area ................. Volume..... ............ Front Orientation.......... Sizing Location............ Latitude... ................ Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range ............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... 2476 sf 22284 cf Front Facing 135 OROVILLE RS 39.5 degrees 30 F 70 F 104 F 78 F 37 F Yes Yes Yes 0.20 HEATING AND COOLING LOAD SUMMARY deg (SE) 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. Heating Cooling Description (Btuh) (Btuh) Opaque Conduction and Solar...... 16077 6475 ' Glazing Conduction ............... 8340 5421 Glazing Solar .................... n/a 9108 Infiltration ..................... 12675 5204 Internal Gain... ...............n/a 2325 Ducts........... ............... 3709 2853 Sensible Load... ............... 40801 31387 Latent Load..... ............... n/a 6277 Minimum Total Load 40801 37664 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. Symbols PLATE LOCATION AND ORIENTATION �1 3j" *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. *For 4 x 2 orientation, locate Plates 1/8" from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates. PLATE SIZE 4 X 4 The first dimension is the width perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur 0 O U IL O Numbering System General Safety Notes J2 A JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT IGHT 8. Plate type, size and location dimensions - shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and CONNECTOR PLATE COpOVALS ` in all respects, equal to or better than the 1 C grade specified. BOCA 96-34; AZ.4.47 + 10. Top chords must be sheathed or purlins ICBO 3 1 1 provided at spacing shown on design. SBCCI , 432A ti1 l . Bottom chords require lateral bracing at 10 Q ft. spacing, or less, if no ceiling is installed, WISC/DILHR 60022-W, 946-N unless otherwise noted. NER %' 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with „ stacks of construction materials. wa ® 14. Do not cut or alter truss member or plate without prior approval of a professional r+ engineer. 77.7-,, 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 M!Tek® Holdings, Inc. Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. J3 J4 TOP CHORDS C3 2. Cut members to bear tightly against each other. �� c, J5 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane Q at joint locations. O U 4. Unless otherwise noted, locate chord splices at V, panel length (± 6 from adjacent joint.) 8 C7 C6 0 BOTTOM CHORDS 5. Unless otherwise noted, moisture content of J8J7 J6 lumber shall not exceed 19% at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT IGHT 8. Plate type, size and location dimensions - shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and CONNECTOR PLATE COpOVALS ` in all respects, equal to or better than the 1 C grade specified. BOCA 96-34; AZ.4.47 + 10. Top chords must be sheathed or purlins ICBO 3 1 1 provided at spacing shown on design. SBCCI , 432A ti1 l . Bottom chords require lateral bracing at 10 Q ft. spacing, or less, if no ceiling is installed, WISC/DILHR 60022-W, 946-N unless otherwise noted. NER %' 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with „ stacks of construction materials. wa ® 14. Do not cut or alter truss member or plate without prior approval of a professional r+ engineer. 77.7-,, 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 M!Tek® Holdings, Inc. Job Truss Truss TypeQty Ply 0 0 816660694 MARCINIAK T2GE PORCH 1 1 Job Reference (optional) Endeavor Homes, Oroville, CA 95965 6.100 s Sep 17 2004 MiTek Industries, Inc. Thu May 26 07:57:23 2005 Page 2 NOTES 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 4)•AII plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 Co. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard t �^y Jill I WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE A171-74"BEFORE USE. 7777 Greenback Lane � ® Suite 109 Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Citrus Heights, CA, 95610 Applicability of design paramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding MiTek°° fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TP11 Quality Criteria, DSB-89 and BCSII Building Component Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. nimi111m Symbols y Numbering System , General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury 3 " *Center plate on joint unless �q dimensions indicate otherwise. 1. Provide copies of this truss design to the Dimensions are in inches. Apply building designer, erection supervisor, property plates to both sides of truss and owner and all other interested parties. securely seat. J2 J3 J4 2. Cut members to bear tightly against each TOP CHORDS other. ��8 _♦ �_ � C2 C3 c, J5 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane _..i_ 3 at joint locations. O �� O O �h = 4. Unless otherwise noted, locate chord splices a /, at panel length i± 6" from adjacent joint.) O ~ ce C7 C6 A 5. Unless otherwise noted, moisture content of * For 4 x 2 orientation, locate BOTTOM CHORDS lumber shall not exceed 19% at time of fabrication. plates 1 /8" from outside edge of truss and vertical web. J 1 J8 J7 J6 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General y ® connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions shown indicate minimum plating requirements. PLATE SIZE The first dimension is the width 4 X 4 to slots. Second 9. Lumber shall be of the species and size, and in all respects, equal to or better than the perpendicular dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins provided at spacing shown on design. ICBO 3907, 4922 LATERAL BRACING SBCCI 9667, 9432A 11. Bottom chords require lateral bracing at 10 ft, spacing, or less, if no ceiling is installed, unless otherwise noted. Indicates location of required WISC/DILHR 960022-W, 970036-N 12. Anchorage and / or load transferring continuous lateral bracing. NER 561 connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING _®® o 14. Do not cut or alter truss member or plate Indicates location of joints at which bearings (supports) occur.. °- -- � without prior approval of a professional engineer. "� ® 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: Mil -7473 © 1993 MiTek® Holdings, Inc. Job Truss Truss Type Qty Ply 00 PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.16 R1666069 �MARCINIAK T2GE PORCH 1 1 BC 0.08 Vert(TL) -0.03 27 n/r 90 BCLL 0.0 Rep Stress Incr Job Reference (optional) 2-0-0 11-6-9 11-6-9 6.100 s Sep 17 2004 MiTek Industries, Inc. Thu May 26 07:57:23 2005 Page 1 6-11-8 13-5-15 4x5 3x4 = 4x5 i 16 7.00 12 2-0-0 3x4 = i 32-0-0 32-0-0 Scale = 1:68.9 7I$ LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.16 Vert(LL) -0.02 27 n/r 120 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.08 Vert(TL) -0.03 27 n/r 90 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 26 n/a n/a BCDL 10.0 Code UBC97/ANS195 (Matrix) Weight: 221 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btr TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 DF Std JOINTS 1 Brace at Jt(s): 50, 51 OTHERS 2 X 4 DF Std G REACTIONS (Ib/size) 2=258/32-0-0, 26=238/32-0-0, 38=67/32-0-0, 36=75/32-0-0, 49=241/32-0-0, 48=27/32-0-0, 47=111/32-0-0, 46=93/32-0-0, 45=96/32-0-0, 44=96/32-0-0, 43=97/32-0-0, 42=96/32-0-0, 41=96/32-0-0, 40=97/32-0-0, 39=62/32-0-0 35=74/32-0-0, 34=98/32-0-0, 33=96/32-0-0, 32=96/32-0-0, 31=96/32-0-0, 30=95/32-0-0, 29=96/32-0-0, 28=109/32-0-0 Max Horz2=79(load case 4) Max Uplift2=-69(load case 3), 26=-63(load case 5), 48=-27(load case 3), 46=-3(load case 3), 44=-8(load case 3), 43=-10(load case 5), 42=-4(load case 4), 41=-5(load case 5), 40=-6(load case 5), 34=-7(load case 5), 33=-5(load case 5), 32=-3(load case 3), 31=-5(load case 5), 29=-29(load case 3) Max Grav2=258(load case 1), 26=238(load case 1), 38=67(load case 1), 36=75(load case 1), 49=241 (load case 6), 48=27(load case 6), 47=111(load case 1), 46=93(load case 1), 45=96(load case 6), 44=96(load case 1), 43=97(load case 1), 42=96(load case 1), 41=96(load case 1), 40=98(load case 6), 39=62(load case 1), 35=75(load case 7), 34=99(load case 7), 33=96(load case 1), 32=96(load case 1), 31=96(load case 7), 30=95(load case 1), 29=96(load case 7), 28=130(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/32, 2-3=-79/28,3-4=-58128, 4-5=-48/38,5-6=-39/49, 6-7=-29/60, 7-8=-20/70,8-9=-17/81, 9-10=-8/83, 10-11=-24/99, 11-12=-24/107, 12-13=-24/115, 13-14=-24/126, 14-15=-14/122, 15-16=-40/5, 16-17=-39/5, 17-18=-18/125, 18-19=-24/120, 19-20=-24/101, 20-21=-24/82, 21-22=-24/64, 22-23=-24/46, 23-24=-23/35, 24-25=-26/23, 25-26=-51/23, 26-27=0/51 BOT CHORD 2-49=0/84, 48-49=0/84, 47-48=0/84, 46-47=0/84, 45-46=0/84, 44-45=0/84, 43-44=0/84, 42-43=0/84, 41-42=0/84, 40-41=0/84 , 39-40=0/84, 38-39=0/84, 37-38=0/84, 36-37=0/84, 35-36=0/84, 34-35=0/84, 33-34=0/84, 32-33=0/84, 31-32=0/84, 30-31=0/84, 29-30=0/84, 28-29=0/84, 26-28=0/84 WEBS 38-50=-44/0,15-50=-44/0, 36-51=-51/0,17-51=-51/0,3-49=-172/24, 4-48=-22/17,5-47=-78/18,6-46=-68/17,7-45=-69/17, A 8-44=-70/24, 10-43=-70/26, 11-42=-69/20, 12-41=-70/21, 13-40=-70/23, 14-39=-48/0, 18-35=-56/1, 19-34=-71/24, 20-33=-70/20, 21-32=-69/20, 22-31=-69/20, 23-30=-70/19, 24-29=-64/26, 25-28=-90/9, 15-17=0/118, 50-51=0/0 � t$ U Z * EXP. 06/30/07 )yr< ; ,< O�FESSSI&A / t'. AAInN NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 6.0 psf top chord dead loa and 6.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 It by 24 ft with exposure B ASCE 7-93 per UBC97/ANS195 If end verticals or cantilevers exist, they are exposed to wind. If CoriiRig�8so %fty are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MZY-7473 BEFORE USE. Design valid for use only vdth M7ek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI7 Quality Criteda, DSB-89 and BCSI7 Building Component Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. rS��TF��' IL ��P CAUFO� May 26,2005 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 lavwn Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury 3j4' *Center plate on joint unless dimensions indicate otherwise. 1. Provide copies of this truss design to the Dimensions are in inches. Apply building designer, erection supervisor, property plates to both sides of truss and owner and all other interested parties. securely seat. J2 J3 J4 2. Cut members to bear tightly against each TOP CHORDS other. �$ C2 C3 J5 3. Place plates on each face of truss at each — c, joint and embed fully. Avoid knots and wane i 3 o O 5 at joint locations. �� O _ 4. Unless otherwise noted, locate chord splices �, CL at Y, panel length (± 6" from adjacent joint.) O O Ce BOTTOM CHORDS ca 5. Unless otherwise noted, moisture content of For 4 x 2 orientation, locate lumber shall not exceed 19% at time of fabrication. plates 1 /8" from outside edge J 1 J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is anon -structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate mirimum plating requirements. The first dimension is the width 4 X 4 9. Lumber shall be of the species and size, and in to or better than the perpendicular to slots. Second all respects, equal dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins provided at spacing shown on design. ICBO 3907, 4922 LATERAL BRACING SBCCI 9667,9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required continuous lateral bracing. WISC/DILHR 960022-W, 970036-N NER 561 unless otherwise noted. 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING Indicates location of joints at 0 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. i 0 " engineer. ® 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: Ml -7473 © 1993 MiTek® Holdings, Inc. Job Truss Truss Type Q7TJO.b MARCINIAK T2 PORCH R16660693 1 eference (option, Endeavor Homes, Oroville, CA 95965 6.100 s Sep 17 2004 MiTek Industries, Inc. Thu May 26 07:57:21 2005 Page 1 -2-0-0 6 2 4 11-6-9 18-6-1 25-0-4 32-0-0 34-0-0 _ 2-0-0 6 2 4 5-4-5 6-11-8 6-6-3 6-11-12 2-0-0 Scale = 1:60.3 4x4 = 7.00 F12 5 1.5x4 11 3x4 = 5x8 = 1.5x4 11 6-2-4 11-6-9 18-6-1 25-0-4 32-0-0 6-2-4 5-4-5 6-11-8 6-6-3 6-11-12 s LOADING (psf) SPACING 2-0-0 CSI TCLL 16.0 Plates Increase 1.25 TC 0.25 TCDL 10.0 Lumber Increase 1.25 BC 0.45 BCLL 0.0 Rep Stress Incr YES WB 0.54 BCDL 10.0 Code UBC97/ANSI95 1 Row at midpt 4-10 (Matrix) LUMBER TOP CHORD 2 X 4 DF No.1&Btr BOT CHORD `2 X 4 OF No.1&Btr WEBS 2 X 4 OF Std REACTIONS (Ib/size) 2=1251/0-5-8, 7=1251/0-5-8 N I$ DEFL in (loc) I/deft L/d PLATES GRIP Vert(LL) -0.11 11 >999 360 MT20 220/195 Vert(TL) -0.28 10-11 >999 180 Horz(TL) 0.08 7 n/a n/a Weight: 149 Ib BRACING TOP CHORD Sheathed or 3-9-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-10 Max Horz2=79(load case 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/32, 2-3=-2831/0, 3-4=-2321/0, 4-5=-1389/0, 5-6=-1383/0, 6-7=-1839/0, 7-8=0/52 �d BOT CHORD 2-12=0/2622,11-12=0/2622,10-11=0/2153,9-10=0/1496,7-9=0/1496 h WEBS 3-12=0/216, 3-11=-496/9, 4-11=0/410, 4-10=-1177/0, 5-10=0/960, 6-10=-466/18, 6-9=0/278 NOTES -, 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 6.0 psf top chord dead load and 6.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of i dimensions 45 ft by 24 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to win,1 , porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 ! 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. LOAD CASE(S) Standard ® WARNING - VerUij design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MH -7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. ir Applicability of design paromenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. 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