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041-280-197
;oD tnX 041-280-197 01-2149 WILLIAMS, EMILY ID -71 POTTER RAVINE DR�PVt CONT: THURMAN CONST? i �-�J NEW SINGLE FAMILY PEP10 1 UTERMAHLEN & AG BUILDING EsUP4PPE �►✓� a s�iw� Aro L=1 " rt7jnCQ-_ 041-280-197 03-0797 WILLIAMS, EMILY PERMIT RENEWAL 1071 POTTER RAVINE DR, OROVILLE' DATE: 9-Z7-05' NSF -REPLACES BP#01-2149 BPH 03 —0 7 17 EXPIRES: 3-2I-vIc L' NOTES RESIDENTIAL 041-280-197 f S 03-0797 + PERMIT NO. _. WILLIA- MS, EMILY 1071 POTTER INE DR, OROVILLE' A ' NSF- CES BP#01-2149 { ! `r t E I SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY _ USE PERMIT CONDITIONS _ SUB -STANDARD HOUSING LETTER 0I y OFFICE COPY Address ' GAS Meter By Date I EL C � t M er y JOB FINALED (Date) ' Signature ! V J=OK 0 = Not OK . = Not Readyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/0 -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or/ /" L "ft./ P LPG Carports; Windows -Doors 7. Well Clearance & Disconnect Electric 8. Utility Clearance Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. 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 POOLS (Plans) OK except.#'s 4. Electricity; MH Test -Crossovers -Breakers -Clearances Setbacks -Easements 5. Drain; MH Test -Fall -Flex Connector - Soils; Compaction -Structure Stability 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C70 to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 7. 10. Exits; Insp.-Sketch 8. 11. Cert. of Occupancy 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Light Niche Card B-1 Date Card B-1 Date Enclosure; Fencing -Alarms Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) Date 1. Zoning Requirements -Setbacks -Easements Card B-1 Date Card B-1 2. Footings;. Size -Spacing -Marriage Line Card B-1 Date Card B-1 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 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date FRAMING (Continued) Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 49. 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 19. D.W.V.; Test Fittings & Anchor -Nail Protection 51. 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access Garage Fire Protection Framing -RC Channel 22. Gas Pipe; Sixe & Anchors 53. 23. Fire Sprinkler; Test 54. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 24. Fixture & Transformer Clearance -Ins. Protection 57. 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 27. Romex Installed Close to Edge of Studs & C.J. 59. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral O Yes 0 No Insulation -Walls -Ceilings 32. Service -Riser Conductors & Ground Main Disconnect 63. Infiltration -Walls -Windows 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light Date 35. Smoke Detector Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Smoke Detector 36. A.C. Ducts Insulation & Support 66. 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade Bedroom Exiting 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 68. 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 71. Fireplace or Stove, Clearance -Hearth 41. Sills Proper Materials & Anchors 72. 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 44. Draft Stop in Walls (rat proof) 74. Elec. Outlets & Receptacles at Kit. Counter 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 75. Garage Fire Door; Swing -Landing -Closure 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes _ 83. Following Instld./Drive 0 Yes O No/Walks O Yes 0 No/Planters O Yes O No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - B DING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone 30) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AN . D PERMIT ' 0 7 7 7 ASSESSOR PARCELNUMBER 041-280-197 ZONING BUILDING PERMIT OWNER T.T TT TAMC x`htTT V_ TELEPHONE SO. Fr, OCC. BUILDING VALUATION . OWNERS MAIUNG ADDRESS "-"a' "`-"''' W1 PrW 142RAM!-S91 ! c9r aSca,r�_� 1-100 R 70,,200. CONTRACTOR'S NAME �`"`�• ` t R TELEPHONE CONTRACTORS MAIUNG ADDRESS CONSTRUCTION LENDER LENDER'S MAIUNG ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Permit Fee $ ,ng nn Plan Checking Fee $ BUILDING ADDRESS 1071 P.rz AVT R TT :T �'. Energy Plan Checking Fee $ $ PERMIT FEE $ 529.00 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF)5, Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7-0042.00 Solar or heat pump water heater 23.00 Water piping 15.00 .00 TYPE OF WORK New PXAddition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: ?MJ CTNGT V j~ AMTT V—I?T+'DT A -t-Q Ri (11 ' �1 I,Q Each gas water heater or vent 15.00 15.0n Gas piping system 1 - 5 outlets 15.00 15 ()n Building sewer 15.00 11; ON Mobile Home S G W @20.00 PERMIT FEE $ 122-Q0 ELECTRICAL PERMIT Fling Fee 20.00 Main S8lVICe . ' OR LESS zoeA OR LESS 23.00 �� . LICENSED CONTRACTOR'S DECLARATION ,. I hereby affirm under penalty of perjury that I am licensed under provisions'of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, ' will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1ram exempt under Sec. Business and Professions Code for this WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service 200A TO I000A 46.00NEW CONST. DWELLING OCCUP. OR ADDNS. g ACC. gLpS, SO 3.50x: ' (t�4 �0 NEW ONST. NON-REBIDRANCHO CIRCUITS 97.50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET FIXTURES BA� @':50 00 Ex. Occup. pFlxuTLEETS R DOEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE _ $7.8.0 MECHANICAL PERMIT Filing Fee 20.00 Heating 15.rx Cooling 15.00 Hood 6.50 6.50) Ventilation 4.50 PERMIT FEE $ 61.00 Policy; Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. / X / //� G Date .� `� 110 atu Sigrise of Appliban't '[fOwner ❑ Contractor 13Agent / An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 OCC CONST. TYPE TOTAL FEE $ 845.80 :.:AZ. p, FEES IMP I FLOOD I CDF PAR7 I HD I ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicate above for which fees have been paid. �`Or By kw,/Date Da PERMIT EXPIRES ON 3�va� Ind IDate f Receipt No. %ami ,fir a �% • �1 I WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT Apr 28 05 11:06a LOERKE INSULATION CO.,INC 5308918560 p.2 `'ozzma imsulAmom Co., mc. ONGULA ON CES @F4CATE — I�fld:u�i . RIFTI N OF ERAS' MON I. ROOF ��a�iG1e s�5 TWria%nvus (bGh06) %. MUNG g'Y Th im,oa P4$ Type, Thi Rei (R Va) Ed Name John F-.qwovlUa Thonmal Rb cs, ( .-Ve• us.), Bmnd Name Jia MmAt Cutt s/8 Min. 4WgMed WatM�. R�.ab-nm °§h3 s: 3. ERI®R WALL U _ Fl&k 4. RMSED FSR I-flMm(ITBdf e4- _ 5. SLAS MDOR B PMR Pe^ �'�Pi Pr omater onsumon Depth Q 0. FOUNDo4`B ON WALL Maw id—nimess onchss DECLARATION Tk IV 7 t tory. aw ti"i?%.S 1 • L.. +"'_ FLIM -91 4-2-!9,0S . r 04-5.1 s a 4 Tft m (II Vaaus) Bramd Ham -Memid Res (RWr,5usl d Mmm ------------ .e a o or NOTES RESIDENTIAL 041-280-197 01-2149 WILLIAMS, EMILY `07/ POTTER RAVINE PR.,ORO CONT: THURMAN CON T: P' NEW SINGLE FAMILY /e 7N - rp l nJ S P r-1 61F 11 1 SPECIAL CONDITIONS 11 RA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) L4 d- o6 Signature 0 CHECKED BY i' .1 A RESIDENTIAL 041-280-197 01-2149 WILLIAMS, EMILY `07/ POTTER RAVINE PR.,ORO CONT: THURMAN CON T: P' NEW SINGLE FAMILY /e 7N - rp l nJ S P r-1 61F 11 1 SPECIAL CONDITIONS 11 RA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) L4 d- o6 Signature 0 CHECKED BY ./ = OK 0 = Not OK = Not Applicable = Not Ready U MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements Footings; Soils -Size -Depth -Spacing -Connectors -Steel 2. Soils; Special MH Support Sketch Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer; Location -Test -Fall -C/O -Concrete Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 4. Water; Location -Test -Easement Needed (Sketch) Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Carports; Windows -Doors 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ /'LPG Electric 7. Well Clearance & Disconnect Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 8. Utility Clearance Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 1. 4. Electricity; MH Test -Crossovers -Breakers -Clearances ' 2. 5. Drain; MH Test -Fall -Flex Connector 3. 6. Water; MH Test -Regulator -Connector 4. 7. Water and Sewer Connected -C/O to Grade -HD Approval 5. 8. Gas and Electricity Tagged 6. 9. Tie Downs -Type -Installation Cert. 7. 10. Exits; Insp.-Sketch 8. 11. Cert, of Occupancy 9. 12. Permanent Foundation Only; License Decal Date . Card B-1 Date Card B-1 Date Card B-1Date 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 FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip, w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 V= OK 0 = Not OK - = Not Applicable RESIDENTIAL = Not Ready Date_—Underfloor (Plans) OK except #'s Zo g -Setbacks- Ease ments- Flood -Slope Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth reel-Elec. Grnd.-/ P' Fig. Depth 4-'rt—g, Porches & Decks; Soils -Steel-/ P' Ftg. Depth 5.am, el-Blockouts-Wrapped 6. , ar ; Steel-Blockouts- Wrapped 1.6�old Downs and Special Anchors Steel -Wrapped uep g. -Steel V.; Fall -Fitting -Test -2 Way C/O -Sewer Test AY'UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 44—water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. ce-Material-Support-Ins. 14. rs- i s- s-Joists-Vents-Crippies (Single & Duplex) Date ELECTRICAL (Permit) OK except #'s Fixture & Transformer Clearance -Ins. Protection jj$;R. Receptacles Spacing -Lights & Switches at Doors (25-. eMrBoxes & No. of Conductors Stapled Amex Installed Close to Edge of Studs & C.J. Ground made up w/Mech Fasteners -Bond Gas & Water 2 Appliance Circuits in Kitchen & Conductor Size GFI 15. ess en i a 30. Range Circle/ / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral O Yes O No 16. Insulation 31. Secvice-Riser oncluctors & Ground Main Disconnect Date Card B-1 Date Card B-1 Date Card 8-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Date Card B-1 Date Card B-1 V,Y, ater Htr.; Vent -Access -Combustion Air Baffle Card B-1 Date Card B-1 Date ter Pipe; Test & Anchor -Nail Protection 72. 3 ucts In ulation & Support 4.B, ,W.V.; Test Fittings & Anchor -Nail Protection ('3 ' Vent Fan, Exhaust above insulation 1 g7losure 40:Shower Pan; Test, First Floor -Tub Access 38.ent Access -Comb. Air -Return Air Vent 115 outlet est Tub & Shower, Second Floor -Tub Access 39--kttt�ess & Platform it Furnace in Attic , Elec. & Mech. Equip. Listed for Location 32 --Gas Pipe; Sixe & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Fixture & Transformer Clearance -Ins. Protection jj$;R. Receptacles Spacing -Lights & Switches at Doors (25-. eMrBoxes & No. of Conductors Stapled Amex Installed Close to Edge of Studs & C.J. Ground made up w/Mech Fasteners -Bond Gas & Water 2 Appliance Circuits in Kitchen & Conductor Size GFI Date FRAMING (Permit) OK except #'s Lp-5511s Proper Materials & Anchors Walls Studs -Nailing Spacing & Braces -Plates -Sound Bearing Walls over Girders & Floor Nailing Draft Stop in Walls (rat proof) 4 , urred Ceilings -Stairs -Chasers -Tubs eaders & Beam - ize & Bearing Date FRAMING (Continued) ops -Anchors -Connectors ies-Purlin-Roft Brac.-Truss-Shting.-Ring. LAS—FiBplace Ties or Type A Flue -Fireplace Throat Clearance dg_ #ie* —Size & Romex Protection -Draft Stop -Ins. Baffles `,;$. rm. Windows or Exiting Doors -Sill Ht. & Dimensions tion Framing rewall & Openings Check Garage 3rd Story, 2 Exits oom-Rise-Run-Land ing-Fire Protection 55 PlywoGd op Roof Overhang -Attic Vents -Rafter Outriggers ding -Nailing veneer s7 Stucc neo h-Drio reed -Fd. Vents-Underflr. Access r . gazing Area -Glass Protection -Skylights -Plastic hear Walls; Nailing -Bolts (66--Biace Interior/Exterl r W2 Panels 61. Insulatio - all ngs 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 29. Subfeed Wire Size/ / ga. Cu or AI-A.C. Wire Size / / ga Cu or At 30. Range Circle/ / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral O Yes O No 31. Secvice-Riser oncluctors & Ground Main Disconnect uw�urnace Clearances Panels-Motors-Mech. Equip. 6 clothes Closet Light -Shower Light -Spa Light 6 Smoke Detector 6 ec. Trim a e s Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 72. 3 ucts In ulation & Support 713. Elec. Outlets & ReceollSles at Kit. Counter ('3 ' Vent Fan, Exhaust above insulation 1 g7losure 37. sae in & Overflow, Size & Grade 38.ent Access -Comb. Air -Return Air Vent 115 outlet tr. Htr.; Vents -Clearance -Comb. Air Connector - in Gar ; Above Floor-Mech. Protection V 39--kttt�ess & Platform it Furnace in Attic , Elec. & Mech. Equip. Listed for Location Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Lp-5511s Proper Materials & Anchors Walls Studs -Nailing Spacing & Braces -Plates -Sound Bearing Walls over Girders & Floor Nailing Draft Stop in Walls (rat proof) 4 , urred Ceilings -Stairs -Chasers -Tubs eaders & Beam - ize & Bearing Date FRAMING (Continued) ops -Anchors -Connectors ies-Purlin-Roft Brac.-Truss-Shting.-Ring. LAS—FiBplace Ties or Type A Flue -Fireplace Throat Clearance dg_ #ie* —Size & Romex Protection -Draft Stop -Ins. Baffles `,;$. rm. Windows or Exiting Doors -Sill Ht. & Dimensions tion Framing rewall & Openings Check Garage 3rd Story, 2 Exits oom-Rise-Run-Land ing-Fire Protection 55 PlywoGd op Roof Overhang -Attic Vents -Rafter Outriggers ding -Nailing veneer s7 Stucc neo h-Drio reed -Fd. Vents-Underflr. Access r . gazing Area -Glass Protection -Skylights -Plastic hear Walls; Nailing -Bolts (66--Biace Interior/Exterl r W2 Panels 61. Insulatio - all ngs 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s Ext. Steps -Door & Sidelight Protection -Landings mo Detector uw�urnace Vents -clearance -Comb. Air -Connector - In G rage; Above Floor-Ducts-Mech. Protection 6 edroom Exiting 6 F.I. & Bath Fixt s & Tub Accesa-Spr— 6 ec. Trim a e s Rq Cry' a o ueplace or Stov tear a -He 71. 72. Kit. Fixt. & Appliance; Grou a Gap-Cookin arance 713. Elec. Outlets & ReceollSles at Kit. Counter 7 . 1 g7losure 7 tr. Htr.; Vents -Clearance -Comb. Air Connector - in Gar ; Above Floor-Mech. Protection V 7 , Elec. & Mech. Equip. Listed for Location q),e'Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clete Looked under 5epr O Yes 8 ollowing Instld./Drive J No/Walks es J No/Planters J Yes No 83. Stucco Brown- 85!Vents bove Roof, Plbg-Appliance-Fireplace-Clearance to Openings P&aw Well, Disconnect, Electrical, Plumbing 8 x�Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 92. Water & Sewer Connected -C/O to Grade -HD Approval y ompliance Certificate -Other Certificates ddress Posted Date —Q Card B-1 U185 Date Card B-1 Date14— q,0d_ Card B-VDate Card B-1 Date Card B-1 Date Card B-1 Comments at Final: r'(Rev.12/96) t .,COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. APPLICATION AND PERMIT ni-mo P ASSESSORCEL LIMB90-197 `tU 2 ZONINFG R 20 _ BUILDING PERMIT OWNER EMILY WILLIAMS TE HON 1458 589 - SQ. FT. OCC. BUILDING VALUATION -DINERS,' IUNO ADDRESS �,,., _ WOODMAN DR, OROVILLE 95966 00 n� CONTRACTOR'S NAME TIRI MAN WISTR MON TELEPHONE 934-3498 CONTRACTORS MAILING ADDRESS . 6393 Mti RD, 48. WILLOWS 95988 CONSTRUCTION LENDER s LENDER'S MAIUNG ADDRESS Fireplace - Total Valuation $ 70. 00. M ARCHITECT OR ENGINEER LICENSE NO. Filen Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checkin Fee $ 330 BUILDING ADDRESS FOMIt RAVINE DR, OROVILLE Energy Plan Checking Fee $ 1,65 23.00 $ d S. PERMIT FEE $ LOT No. SUBDIVISIONS NAME * PARCEL MAP PLUMBING PERMIT Filing -Fee 20.00 USEOFSTRUCTURE t+ /SF IX Duplex ❑ ' Mobilehome ❑ Other SPECIFY Each Trap 7.00 49, Solar or heat pump water heater 23.00 Water piping . 15.00 i(X Each as water heater or vent 15.00 t fNl • - �.� TYPE OF WORK New C, 4ddition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW SF Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 `v PERMIT FEE $ 9 t ELECTRICAL PERMIT I Fi-lin--g-Fe-el 20.00 Main Service zo..OR 1 23.00 23 W r f t ; 4r i LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in fulrl,force and effect. r �� `y License Class Lic. No. -,-%.g. . 2, �� OWNER -BUILDER DECLARATION ; I hereby affirm under penalty of perjury that.1 am exempt from the Contractors. License, Law for the following reason: t -� ❑ • I; as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed. contractors to construct the project. ❑ 1 am exempt under Sec: Business and Professions Code for this reason - ,-2 WORKERS' COMPENSATION DECLARATION I. hereby affirm under penalty of perjury one of the following declarations: ` 13. 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the Jperformance of the work for which this permit is issued. I have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier P Main Service pa+ TO 1000^ 1 46.00 NEW CONST. DWELLING occuP. so OR ADDNS. ( 3.5¢x.: 7A RA Cor . M NDN REsID. u @7.50 POWE. APP.RATUS 8 SINGLE OUTLET CIR. OR S R BAS @':50 ' Ex. 'OccuP: ' ouX11A PLNTLET Ex. Occu DFlxLIT> s Aa ) E 5.00 A Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE _ �7 $(} MECHANICAL PERMIT Filing Fee 1 20.00 Heating 1 115.00 115.00 Cooling 1 1 r flfl Hood 6.50 A. RA VentilationA S(1 PERMIT FEI: $ 61 M Policy Number, " ('11("'/.)1?_1 1 P7'-! (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall - forthwith comply with those provisions. /i X / ,,e r r' �d.�'^ +`" Date (`} _ Signature of Applicaht - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. fl - Mobile Home Installation Fee $ Energy Inspection Fee $ (i(�_ (}jj OCC CONST. TYPE TOTAL FEE $ 119`3.65 HAI. p, PE GIMP X PLOOD CDF p.RCEL pp X HD ISSUER V This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. /A,� ate ,• j} t Dr T By B �.,.- PERMIT EXPIRES ON % �. 3 as * rs .u al ReceiptNo. /1 3 3 73 J b, � Y4 • 4'a WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT Apr 15 03 09:45a RTC 15301 891-4243 p.2 APPUED TESTING CONSULTANTS MATERiALS P.NGINtii'RIN(i TESTING AND INSPE(XION CERTIFICATE OF B4)LTI N G INSPECTION Date: 03/27/03 Project: Emily Williams Residence 1071 Potter Ravine Drive Client: Emily Williams P.O. Box 1426 Paradise, CA 95967 Inspector: K. troy Bnft Size in dia Req'd Tension lbs Test Torcue1•urn ft -lbs' of the Nut impact Test turn past snug sec 5/8" 19,000 +5'A 175 i DESCRIPTION OF WORK Arrived at the jobsitc at 1100 hrs. to perform special ins)cction of high strength bolting at the Ridge & Haunch Connections. t Morc testing the bolts we verified that the materials us!d in this assembly were in conformance with the requirements of section 2 (Bolts, Nuts, Washers and Paint) and section 3 (Bolted Parts) of the RCSC Specifications. The holts used in this structure are 5/8" diameter A325 grade high strength bolts with hardened steel washers beneath hardened steel nuts. We were not present during the installation of the high srength bolts or the tensioning of joints. The Delayed Verification Inspcction procedure was performed per Se' :tion 9(c) of the RCSC; Specifications. We performed Arbitration Inspection per Section 9(b). A representative+.amplc of 5 bolts from each diameter, length, and gads used in this structure were tightened in the Skidmore Wilhelm tension -indicating device using a calibrated dial - indicator torque wrench.(5) foot pound readings on the %vrench were recorded for each holt sire in order to establish an average job test torque to provide a tension,Iiot less than five percent in excess of the minimum tension specified in Table 4 of the RCSC Specifications. The inspecting wrench was then applied to 10 percent of the bolts in the structure, but not less than 2 bolts select(,d randomly at each connection. If any holt fails at each eeu�ncction, then all bolts within that connection were tc;tcd. Each holt assembly was installed and tightened by the contractor prior to testing. There were a total of 72 bolts in the structure, 24 bolts were tested using the above mentioned procedure. i Based on the above mentioned procedure, it is our judgment that all A325 Iiigh,,sAMm40bQ2.oIts installed in the structure have been properly tensional in accordance with the RCSC Spcc ��, tural Joint,-. contained in the AISC Manual for Steel Construction. .k 7cc � C • r pC-tl- xo Staff E1pbi&.1 3060 Thorntree Drive, Suite 10 0 Chico, CA 95973 0 Telephone: (530) 891-6625 ° Facsimile: (530) 891-4243 APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION CERTIFICATE OF BOLTING INSPECTION Date: 03/27/03 Project: Emily Williams Residence 1071 Potter Ravine Drive Client: Emily Williams P.O. Box 1426 Inspector: K. Coy Paradise, CA 95967 Bolt Size —(in dia . - Req'd Tension - ibs -- — Test Torque Turn of the Nut --(ft-lbs) - - - - turnpast snug) — Impact Test -- sec — 5/8" 19,000+5% 175 DESCRIPTION OF WORK Arrived at the jobsite at 1100 hrs. to perform special inspection of high strength bolting at the Ridge & Haunch Connections. Before testing the bolts we verified that the materials used in this assembly were in conformance with the requirements of section 2 (Bolts, Nuts, Washers and Paint) and section 3 (Bolted Parts) of theRCSC Specifications. The bolts used in this structure are 5/8" diameter A325 grade high strength bolts with hardened. • steel washers beneath hardened steel nuts. We were not present during the installation of the high strength bolts or the tensioning of joints. The Delayed Verification Inspection procedure was performed per Section 9(c) of the RCSC Specifications. We performed Arbitration Inspection per Section 9(b). A representative sample of 5 bolts from each diameter, length, and grade used in this structure were tightened in the Skidmore Wilhelm tension -indicating device using a calibrated dial - indicator torque wrench.(5) foot pound readings on the wrench were recorded for each bolt size in order to establish an average job test torque to provide a tension not less than five percent in excess of the minimum tension specified in Table 4 of the RCSC Specifications. The inspecting wrench was. then applied to 10 percent of the bolts in the structure, but not less than 2 bolts selected randomly at each connection. If any bolt fails at each connection, then all bolts within that connection were tested. Each bolt assembly was installed and tightened by the contractor prior to testing. There were a total of 72 bolts in the structure, 24 bolts were tested using the above mentioned procedure. Based on the above mentioned procedure, it is our judgment that all A325 structure have been properly tensioned in accordance with the RCSC Spec contained in the AISC Manual for Steel Construction. evin Coy Inspector is installed in the Wural Joints 3060 Thorntree Drive, Suite 10 ° Chico, CA 95973 ° Telephone: (530) 891-6625 ° Facsimile: (530) 891-4243 BALANCE OF FEES SHEET DATE: PERMIT: ASSESSOR PARCEL #: OWNER'S NAME: FEES: (Amount and Purpose): BALANCE OF FEES: $ ADDITIONAL FEES: $ REVISED PLAN CHECK: $ SHERIFF,FEE, »� SRA. x• 'rig `, COPIES $ URBAN AREA FEES $ CSA 87 (North Chico Spec.) $ WATER TENDER FEE $ BATTALION # THERM DRAINAGE FEE $ OTHER $ / OTHER $ VALUATION - IF BALANCE OF FEES OR ADDITIONAL FEES: TOTAL VALUATION: $ ADDITIONAL VAL: $ (Check one) COUNTY CITY OF BIGGS , • (Check one) RESIDENTIAL COMMERCIAI�� COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541PERMIT NO. (Rev. 12/96) APPLICATION ANDPERMIT — 0 �� - o 7 9 % ASSESSOR PARCEL NUMBER 041-250-197 ZONING BUILDING PERMIT OWNER t TELEPHONE SO. FT, OCC. BUILDING VALUATION .OWNERS MAILING ADD ESS Pn Boy j 426 PARADISE CA 95967-1426 CONTRACTOR'S NAME ' QWNFR TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER [,Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Flirt Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 1071 POTTER D'R. Energy Plan Checking Fee $ ,RAVTNF, $ PERMIT FEE S92 -no LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF)& Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 00 Solar or heat pump water heater 23.00 Water piping 15.00 1 Each gas water heater or vent 15.00 15 oo TYPE OF WORK New N Addition ❑ Remodel ❑ Unities ❑ Installation ❑ Other ❑ Describe Work: 1\TEJJ .STpJM E FAM11 Y —REM ACES 12P#01-2149 Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W @20.00 PERMIT FEE S ELECTRICAL PERMIT I Fling Fee 20.00 Main Service 2o0A OR LESS 23.00 1 23 00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. _ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service 200A TO 1000A 46.00NEW CONST. DWELLING occuP. OR ADONS. 8 ACC. BIDS. 3.5QF°; 2 NOµH6SIIDD. MULTI.OUTLET @7.50 APPARATUS 6 SINGLE OUTLET CIR. Ex. OCCU ounFroR rroLTUREs BA� @':005050 Ex. Occup. o. ASID.°PE 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE $ 87.80 MECHANICAL PERMIT Fling Fee 20.00 Heating 15.00 Cooling 15.00 Hood 6.50 6.50 Ventilation PERMIT FEE $ 61,00 Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. r X __ . Date Si a re o App' nt -Owner ❑ Contractor ❑Agent An O A permit is required for excavations over 60" deep and molition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ A6. 00 occ COLT. TYPE TOTAL FEE $ `.Z,; , HAz. D PEES IMP FLOODCDF PARCEL Po HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees ha B PERMIT EXPIRES ON / I the applicable provisions Resolutions to do work a been paid. Date O�� D IS �( Q I(DJ,) ReceiptNo. 75 e�� WHITE-D.D.S.-B.D. CANARY -AS ESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUid T Y OF BUTTE - DEPARTMENT OF DEYELOP14ENT SERVICES - BUILDiNG DfV;SION 7 County Center Drive 1, Oroville, C911fornia 95965 a, Telephone (530) 536-1541 - PM- T No. APPL[CATION AND PERMIT d �3- 0 -?9 �m"P ZMHM BUILDING PERMIT .- sa Fr, occ svELDwCs vAuuanoN AA110tL wnrnlc� � 3 0 d v CJ � / tv<d1E r��es�ns camplarm main A20R= camel SCa; RZ MUM A=;= Firepis� Tota! Valuation S Rho Fee S 20.00 r=m= raaaM AM= Permit Fee 00 Pin chectimcs Fes MMZVMADZR=7 -ffery Phos Chug Fee S ?M- U erT U art= sl�amcwt ue PLUMBING•P=Rf�HIT Feng Fee 20.00 Trap 7.DD . Co LMEOFSTRUCWREEm* Solar or hest PLunp wrier heider 23.OD SF� Duplex D WbbDabwne O Ober Weir p'Iphg 15.00 r — -, -%:h =9 wmiar hem or vent MOD I S TYPE OF WORK Gs 7 - 5 =AV= 15.00 15---- hwkpAddinn 0 Rmodd 0 LW= 11 hoWsim 0 oihw 0 -%Mop waver 15.00 �-• _ --' waa Eioats S G 1M C-20.00 ^z.l Waw PsRbMT Fos /aa, 0 Ed_CTRIMAL PSGIT Filing Fm 2D.Do hk& =010 I am t, to � �� ���'�� �' M90 Sarvi� smm► 'tn uamt 4SOD I�� c� S - DRAMM c �. _(ss 7=E1.:.o=mm=L fW1, f MMES COLF� 1 �° sRA $ sf=F $ 0 TO Val PUT XWO COQ PERRU Fir s 6-7d'O mea i�DCAL P.'1 MIT Fffng Fee 2 D. DO HesSng I �' _ . 0 C I c� Is, 6 J rH=d I $.50 ("Sol tdbbb Hoene lmst-snafinn Fee = =wv Inspeaion Fee s 0 =` TOTAL FEE $ MAZILPESI W I FL=D I CDP I PAR= PO I1� This Pm7a is hereby b =uvd under She appirsble provss mns of The Butte County Code andf6r Resohi5ans b do work imckohd above for w1fr-h fees have been pari 3y • Date � '+e PnNUT EXPIRES ON NRIRC.D.e.e _e.n r_�.uc¢s.t�S�SSOA p�NK.IR'SPAGTOR v0�_GJ�IRD0.ItPPL1'�'ANT ,�,_, COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: C/LJ �C ASSESSOR PARCEL NUMBER `-'(1 Proposed Building Use: I V r Counter Technician: Date: a 3 Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. ". Plot plans, 3 or 4 sets, signed,ty the preparer of the plans. 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. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ T. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. ._ (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The.permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ .10. Letter of intent for non-residential buildings......................................................:.. ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form........:...................................................................... ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 14. Fees as shown on the attached Schedule of Fees Due Sheet..: .................................... ❑ 15. Statement of Intent for Non -heated and A/C Buildings ............................................. 6. Sanitation and plot plan approval from the Environmental Health Department in 7. City of Chico Plumbing permit......................................................................... c X18. California Department of Forestry plan approval ❑ paid. Sent. by: ❑�19. Planning approval for (A) Use: (B)Parkin g: (C) Parcel Check: ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). 1j'22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification)......... I ........... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. O 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization.................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... I].. 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephone and hold for pickup. ve been informed of the above items and requirements for obtaining a building permit. Apicant: � t/ Da > 2 / G7 3 1. Index permit application for the above items numbered: 2. Additional items required Contractor, designer, owner, was advised cf the above data by ❑ phone, ❑ mail, ❑ counter, by _ Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by_ Plans reviewed by: Date: Plans approved by: Siructural reviewed by: Date: Structural approved by: Note transfer by: Date: Plan Check Letter _Date: _Date: Date: Date_ O.B.- I OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 0I personally plan to provide the major labor and materials for construction of thero osed P P property improvement : YES^ NO 11 4� I HAVEHAVE 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 osed construction: TAME: PHO CONTRAZhave LICENSE NO. 4. I plan to provi ortions of this work, ired the following person to coordinate, supervise, and provi a major wo NAME: ADDRESS: CITY: PHONE: CO OR'S LICENSE NO., 5. I will provide so a of the work but I have contracte ed) the following persons to provide the work in ' ated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTYOWNER: 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. O.B.- I OWNER BUILDER INFORMATION I Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For 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 you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors; then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ' ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. rely, kC,.B.O. Mic el C. ViM ger, Building Ispection NOTE. This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. OVER NorthStar ENGINEERING Civil Engineers • Surveyors November 21, 2002 Emily Williams P.O. Box 1426 Paradise, CA 95967 To Whom It May Concern: It is our understanding from a discussion with Emily Williams, that she contracted with Thurman Construction to build a new home in the city of. Oroville. This included plans from. Classic Steel Frame Homes and a foundation plan and foundation details from NorthStar Engineering. It is also our understanding that Thurman Construction is no longer the contractor on this job and that the plans from both Classic Steel Frame Homes and NorthStar Engineering will be used to construct the house under a different contractor. This is acceptable to NorthStar Engineering provided that there are no changes to the plans and/or calculations from Classic Steel Frame Homes after the time of submittal. Our foundation design is based upon the plans and calculations from Classic Steel Frame Homes and would need to be reviewed and/or modified if the walls, column locations, column reactions, etc. were changed. 4zk�e-A� Michael Main, PE NorthStar Engineering 20 DECLARATION DRIVE _ CHICO, CALIFORNIA 95973 _ 530-893-1600 FAX -893-2113 101 Sent- b'y:' Jet Fax M910 101 ; 03/03/03 14:45; jai& #781;Page 1/1 division of NO Building systems. L.P. March 3,2003 To: Emily Williams This letter is to inform the Butte County Building Department that Mrs. Williams has the permission of Classic Steel Frame biomes to use whatever plans or drawings that are on file at your office. If you have any questions please contact me at 800 624-4663. Thank you, Phil Birdwell Toll Free: 1 -800 -NCI -HOME (624-4663) 7301 Fairview • Houston. Texas 77041 •713/896-7425 0 Fax: 7131896-8909 • www.metalhomes.com iliums THE COMFORT PRODUCTS PEOPLE Monterey Home Furnaces .416 Is I'' T l tt1 c t'' .}• -A TOO zi 't •.�,�:, ..I ^...r:. .��1�1'h�•j�`D��!'I! �•�a•t:��iilY;{ .h��j • i` .�;- 1 f ti tiit.•/it� 'l'' rr. �,Yt'r � !l 1 �; ! 'i'� .i.����11�:�j�: ( r• �Il= r: (- • • • r11..1 1(I j 11 y. ',1!fs7_f"��:'li���"J�`�.if+ c�`�t-'tom• i•'i/ Iv•�ell�•' :1+`. :r:`l.•J�i •brtrt: ,. `A �'d i�f//• �f 4��r/'.lr, :.,::��":'��'�i�� r�;,,�•. 'F•!•.•!,•.�.. �.'.�•lT�4L�'j.lj�y:�l•!1"i �}I,i:��•It /e.+:lel - k'.Jt. l�\ A..V.AFhtrl!?..1 i1:.:'Y •._ 1 r+• Ir !/>.{..�%il,�.•i},�, J. '+'=Ei�E�r�,,�i'[ rr ;i :•t (.: ?/1t t( .,. .i .. i``'., t+r� l�,'ar/='Y�I�f1t?trjlit':if �Ir.; ..i.,�lR.ttt:i•��� - 1 •. '�1�1:•t!•f\�ii �:T•• .. 1, �t.•;•t:. - • 7; t':'' ! •Y1.LLl����:tt(GI:1•: tri. .:�:t:•-� 4ijijl'lii', ir'i�,•i(�I:t�tt: 't .J. ti\•:.\',i.t31Ff�lI1:• ve JESSEE HEAT & AIR TEL :916-891-3452 M a y 0 5 1 Mf'jrlf.:l NUIllbef 131tit.111. Es,L,,,::[ y 'n �r I r l Ut.It:) ucn(*.y AlAt :.IF Drriero;-nn-� (I,) N0IW*1-*d I Prvpanc n . Rahm I - W x MONTEREY SRO HOME FURNACES 5009(112 1 9000611 :,,;o 77 Fir) x 1 ti Y. 6IL ' 500! G22 j !,009b21 50,01)(1 1 -3b 77 G9 65'. i�: y f, ELECTRIC COUNTERFLOW Mortell Nu. KW RRVI'll' ' OLII',)-[! 10I)LI1 At 710V I A,. 21O8V VoltafiP Voll.49r, I X E! =00, * Y.'e-, 31,400 2J.6 -)O ?07 72'.' 1., No[ avail; blo w Inckoc-ti Im- Ifep. 1 2.5.000 77 ACCESSORIES 2509621? 2:,.000x ...... _W7.19- 71 I 35U961t? 2 31 9 G. 11 3 5 . 74 warm air and rodticc.,:, 5.93;C �Furnac": 14 -01-lcc;:; ill Ill: ron;rl' Add onoAA —FiiL p mq, Two (3lowcri fnw" h,:. on 5!.00 L MqNTETV--SR61-10ME FURNACES DUAL SIDED 5009(112 1 9000611 :,,;o 77 Fir) x 1 ti Y. 6IL ' 500! G22 j !,009b21 50,01)(1 1 -3b 77 G9 65'. i�: y f, ELECTRIC COUNTERFLOW Mortell Nu. KW RRVI'll' ' OLII',)-[! 10I)LI1 At 710V I A,. 21O8V VoltafiP Voll.49r, I X E! =00, * Y.'e-, 31,400 2J.6 -)O ?07 72'.' 1., No[ avail; blo w Inckoc-ti Im- Ifep. .".A!. !—I ACCESSORIES Rear Outlet Register Slower ...... _W7.19- C-iair r.p i,il.•:,Ar— Colllpl'!IF! With n(1. -'(!!l "v; -Itch tallf warm air and rodticc.,:, Model 690 1 ; t::* -01-lcc;:; ill Ill: ron;rl' Model 6919 Modol 2901. :Jul)pwg v:vight 9 tbs. Two (3lowcri fnw" h,:. on 5!.00 Utullif 1nodol:1. M 14 1-7 n I BI l W . - e uxe ower Enhancer) tor aldluw 121, ; CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R ---------------------- Project Title.......... Thurman Construction Date..05/12/03 13:42:45 Project Address........ 6983 Woodman Dr. ******* --------------------- Orville, Ca. *v6.01* Documentation Author... Jim Peterson ******* Building Permit # Northstar Engineering 20 Declaration Drive Plan Check / Date Chico, CA 95973 530-893-1600 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS6 v6:01 for 2001 Standards by Enercomp, Inc. --------------------------------------------------------------- MICROPAS6 v6.01 File-7465REV Wth-CTZ11S92 Program -FORM CF -1R User#-MP2089 User-Northstar Engineering Run -Thurman Contruction ------------------------------------------------------------------------------- GENERAL INFORMATION ------------------- Conditioned Floor Area..... Building Type .............. Construction Type Building Front Orientation. Number of Dwelling Units... Number of Stories..... ... Floor Construction Type.... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height...... 1265 sf Single Family Detached New Front Facing 90 deg (E) 1 1 Slab On Grade 30.7 % of floor area 0.36 Btu/hr-sf-F 0.33 14.5 ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type Type R -value *R -value R -value U -factor Location/Comments ------------ Wall ------- Metal -------- R-25 -------- R-0 -------------- ------------------------ R-25 0.139 Roof Metal R-11 R-27 R-38 0.028 FENESTRATION ------------ Over- Area U- Interior Exterior hang/ Orientation -------------------- (sf) Factor SHGC Shading Shading Fins Window Front (E) ----- 18.0 ------ 0.300 ------ 0.290 --------------- Standard -------------- Standard ----- None Window . Front (E) 18.0 0.300 0.290 Standard Standard None Door Right (NE) 40.0 0.490 0.290 Standard Standard None Door Front (SE) 40.0 0.490 0.290 Standard Standard None Window Back (W) 18.0 0.300 0.290 Standard Standard None Window Back (W) 18.0 0.300 0.290 Standard Standard None Window Back (W) 20.0 0.300 0.290 Standard Standard None Window Back (W) 18.0 0.300 0.290 Standard Standard None Window .Left (S) 42.0 0.300 0.290 Standard Standard None Window Left (S) 21.0 0.450 0.650 Standard Standard None Window Left (S) 30.0 0.300 0.290 Standard Standard None Window Left (S) 15.0 0.300 0.290 Standard Standard None CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R ------------------------------ Project Title.......... Thurman Construction Date..05/12/03 13:42:45 ------------------------------------------------------------------------------- MICROPAS6 v6.01 File-7465REV Wth-CTZ11S92 Program -FORM CF -1R User#-MP2089 User-Northstar Engineering Run -Thurman Contruction ------------------------------------------------------------------------------- Orientation Window Left (S) Window Left (S) Window Right (N) Window Right (N) Window Right (N) Equipment Type ------------ Furnace NoCooling Tank Type ------------ Storage FENESTRATION Over - Area U- Size Interior Exterior hang/ (sf) ----- Factor ------ SHGC Shading Shading Fins 33.0 0.300 ------ 0.290 --------------- Standard -------------- Standard ----- None 25.0 0.450 0.650 Standard Standard None 12.0 0.300 0.290 Standard Standard None 12.0 0.300 0.290 Standard Standard None 8.0 0.300 0.290 Standard Standard None Minimum Efficiency. ------------ 0.690 AFUE 10.00 SEER Heater Type Gas SLAB SURFACES ------------- Slab Type ---------------- Standard Slab HVAC SYSTEMS ------------ Refrigerant Charge and Duct Airflow Location n/a None No None Area (sf) 1265 Tested Duct Duct R -value Leakage -------------- R-n/a_ n/a R-n/a n/a WATER HEATING SYSTEMS Number in Energy Distribution Type System Factor Standard 1 0.62 ACCA Manual Thermostat D Type ---------------- n/a Setback n/a Setback Tank External Size Insulation (gal) R -value 40 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS ----------------------------------------- *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** ***,verified during plan check and field inspection. *** This building incorporates Metal Framing. This building does not have a cooling system installed. CERTIFICATE OF COMPLIANCE: RESIDENTIAL 'Page 3 CF -1R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... Thurman'Construction Date..05/12/03 13:42:45 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS6 v6.01 File-7465REV Wth-CTZ11S92 Program -FORM CF -1R User#-MP2089 User-Northstar Engineering Run -Thurman Contruction ------------------------------------------------------------------------------- M.i�iui��;i:�`� COMPLIANCE STATEMENT -------------------- This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER Name.... Thurman Construction Company. Address. Willows, California Phone... (530)934-3498 License. Signed.. ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... (date) Signed.. (date) DOCUMENTATION AUTHOR Name.... Jim Peterson Company. Northstar Engineering Address. 20.Declaration Drive Chico, CA 95973 Phone... 530-893-1600 Signed. c S "(,Z•��, (date) MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R ------------------- Project Title.......... Thurman Construction Date..05/12/03 13:42:45 Project Address........ 6983 Woodman Dr. ******* --------------------- Orville, Ca. *v6.01* Documentation Author... Jim Peterson ******* Building Permit # Northstar Engineering 20 Declaration Drive Plan Check / Date Chico, CA 95973 530-893-1600 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. ------------- --------------________________ MICROPAS6 v6.01 File-7465REV Wth-CTZ11S92 Program -FORM MF -1R User#-MP2089 User-Northstar Engineering Run -Thurman Contruction ------------------------------------------------------------------------------- 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 0.301, water vapor transmission rate no greater than 2.0 perm/inch. .� 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(g): Vapor barriers mandatory in Climate Zones 14 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 MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R Project Title Title.......... Thurman Construction Date..05/12/03 13:42:45 MICROPAS6 v6.01 File-7465REV Wth-CTZ11S92 Program -FORM MF -1R User#-MP2089 User-Northstar Engineering Run -Thurman Contruction 7 ------------------------------------------------------------------------- b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES -------------------------------------------------------------- Design- Enforce- er ment 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. ✓ 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. .150(1): Setback thermostat on all applicable heating and/or cooling systems. 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and in- sulated, to meet the requirements of the 1998 CMC sections 601, 603, and 604, and standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of UL181, UL181A, or UL181B. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth backed rubber adhesive 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 MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -1R --------------------- Project Title.......... Thurman Construction Date..05/12/03 13:42:45 ------------------------------------------------- ---- ------------------------------ MICROPAS6 v6.01 File-7465REV Wth-CTZ11S92 Program -FORM MF -1R User#-MP2089 User-Northstar Engineering Run -Thurman Contruction ---------.---------------------------------------------------------------------- resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr). •� LIGHTING MEASURES Design- Enforce- er ment 150(k)1: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. 150(k)2: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 lumens /watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. COMPUTER METHOD SUMMARY Page 1 C -2R ------------- Project Title.......... Thurman Construction Date..05/12/03 13:42:45 Project Address........ 6983 Woodman Dr. ******* --------------------- Orville, Ca. *v6.01* Documentation Author... Jim Peterson ******* Building Permit # Northstar Engineering 20 Declaration Drive Plan Check / Date Chico, CA 95973 530-893-1600 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. --------------------------------------------------------------- MICROPAS6 v6.01 File-7465REV Wth-CTZ11S92 Program -FORM C -2R User#-MP2089 User-Northstar Engineering Run -Thurman Contruction ------------------------------------------------------------------------------- = MICROPAS6 ENERGY USE SUMMARY = _---------------------------- = Energy Use Standard Proposed - Compliance = _ (kBtu/sf-yr) _----------------------- Design ---------- Design Margin = = Space Heating.......... 11.42 ---------- 9.94 ---------- - 1.48 = = Space Cooling.......... 9.68 13.89 -4.21 = - Water Heating.......... 17.79 14.78 3.01 = = Total 38.89 38.61 0.28 = _ *** Building complies with Computer Performance GENERAL INFORMATION ------------------- Conditioned Floor Area..... 1265 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 90 deg (E) Number of Dwelling Units... 1 Number of Building Stories. 1 Weather Data Type.......... FullYear Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage...:..... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... Slab On Grade 1 18342 cf 1265 sf 30.7 % of floor area 0.36 Btu/hr-sf-F 0.33 14.5 'ft COMPUTER METHOD SUMMARY Page 2 C -2R -------------------- Project Title.......... Thurman Construction Date..05/12/03 13:42:45 ---------------- MICROPAS6 v6.01 File-7465REV Wth-CTZ11S92 Program -FORM C -2R User#-MP2089 User-Northstar Engineering Run -Thurman Contruction ------------------------------------------------------------------------------- Zone Type -------------- HOUSE Residence Surface HOUSE 1 Wall 2 Wall 3 Wall 4 Wall 5 Wall 6 Wall 7 Roof Orientation BUILDING ZONE INFORMATION ------------------------- Floor # of Vent Vent Air Area Volume Dwell Cond- Thermostat Height Area Leakage (sf) (cf) Units itioned Type (ft) (sf) Credit ------------ ----------------------- ----- -------- --------- 1265 18342 1.00 Yes Setback 2.0 Standard No (E) 2 OPAQUE SURFACES (E) 3 Area U- Insul Act Door Solar Form 3 Location/ (sf) ------ factor ----- R-val ----- Azm --- Tilt ---- Gains ----- Reference ------------ Comments ---------------- 196 0.139 25 90 90 Yes W.25 9 24 0.139 25 45 90 Yes W.25 11 24 0.139 25 135 90 Yes W.25 13 246 0.139 25 270 90 Yes W.25 15 122 0.139 25 180 90 Yes W.25 17 256 0.139 25 0 90 Yes W.25 1116 0.028 38 n/a 0 Yes R.38 HOUSE 90 Standard/0.76 1 Window Front (E) 2 Window Front (E) 3 Door Right (NE) 4 Door Front (SE) 5 Window Back (W) 6 Window Back (W) 7 Window Back (W) 8 Window Back (W) 9 Window Left (S) 10 Window Left (S) 11 Window Left (S) 12 Window Left (S) 13 Window Left (S) 14 Window Left (S) 15 Window Right (N) 16 Window Right (N) 17 Window Right (N) FENESTRATION SURFACES --------------------- Area U- Act Exterior Shade Interior Shade (sf) factor SHGC Azm Tilt Type/SHGC Type/SHGC ----- ----- ----- --- ---- -------------- -------------- 18.0 0.300 0.290 90 90 Standard/0.76 Standard/0.68 18.0 0.300 0.290 90 90 Standard/0.76 Standard/0.68 40.0 0.490 0:290 45 90 Standard/0.76 Standard/0.68 40.0 0.490 0.290 135 90 Standard/0.76 Standard/0.68 18.0 0.300 0.290 270 90 Standard/0.76 Standard/0.68 18.0 0.300 0.290 270 90 Standard/0.76 Standard/0.68 20.0 0.300 0.290 270 90 Standard/0.76 Standard/0.68 18.0 0.300 0.290 270 90 Standard/0.76 Standard/0.68 42.00.300 0.290 180 90 Standard/0.76 Standard/0.68 21.0 0.450 0.650 180 90 Standard/0.76 Standard/0.68 30.0 0.300 0.290 180 '90 Standard/0.76 Standard/0.68 15.0 0.300 0.290 180 90 Standard/0.76 Standard/0.68 33.0 0.300 0.290 180 90 Standard/0.76 Standard/0.68 25.0 0.450 0.650 180 90 Standard/0.76 Standard/0.68 12.0 0.300 0.290 0 90 Standard/0.76 Standard/0.68 12.0 0.300 0.290 0 90 Standard/0.76 Standard/0.68 8.0 0.300 0.290 0 90 Standard/0.76 Standard/0.68 COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... Thurman Construction Date..05/12/03 13:42:45 ------------------------------------------- MICROPAS6 v6.01 File-7465REV Wth-CTZ11S92 Program -FORM C -2R User#-MP2089 User-Northstar Engineering Run -Thurman Contruction ------------------------------------------------------------------------------- System Type ------------- HOUSE Furnace NoCooling Tank Type ------------ 1 Storage SLABSURFACES - Area Slab Type (sf) ---------------- ------ HOUSE Standard Slab 1265 HVAC SYSTEMS ------------ Refrigerant Tested ACCA Minimum Charge and Duct Duct Duct Manual Duct Efficiency Airflow Location R -value Leakage D Eff ------------------------------------------------------- ---- 0.690 AFUE 10.00 SEER Heater Type Gas n/a None No None R-n/a n/a R-n/a n/a WATER HEATING SYSTEMS --------------------- Number in Distribution Type System ------------------- ------ Standard 1 Tank Energy Size Factor (gal) 0.62 40 n/a 1.000 n/a 1.000 External Insulation R -value R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS ----------------------------------------- *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates Metal Framing. This building does not have a cooling system installed. REMARKS C� TO A� Ij 4)uG dAOIV �a7s i � cis G�I P5 6 'OLT 0,,j T7jr s PCS t U 1IV1133/l�85� c, �� �U�2SuIAJ6 Mc�r�lTio�t%� --- 23•�- �� { A,�piTK'o�?raAJ rj�2®ucr�f - ���• g� � _,fie.._ _ C scaS @ �1-f-r s T�� �-!� �� ,8 — AV- COUNTY OF BUTTE - DEPARTMENT OFp0EVEl%OPMIENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT 01-2149 ASSESSOR P "r n0_197 ZONFR 20 . BUILDING PERMIT OWNER EMILY WILLIAMS TELEPHONE Sq FTOCC. BUILDING VALUATION ow 5 IUNG ADDRESS H9'8'S WOODMAN DR, OROVILLE 95966 5 1300 70,200 CONTRACTOR'S NAME THURMAN CONSTRUCTION TELEPHONE 934-3498 coNTRAcS MAILING ADDRESS roR6393 COUNIYRD, 48, WILLOWS 95988' 23?� CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 509.00 ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ BUILDING ADDRESS J011 POTTER RAVINE DR OROVILLE Energy Plan Checking Fee $ PERMIT FEE $ TT Qpe) p5 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT F ing ee 2.0.00 USEOFSTRUCTURE SF CK Duplex ❑ Mobilehome ❑ Other spEclPv Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping . 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New IX Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW SF Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W 920.00 PERMIT FEE S ELECTRICAL PERMIT I Fling Fee 20.00 Main Service zo*A OR LESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in fUJl.i rce and effect. ���� License Class Lic. NO. G n OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ lram exempt under Sec. Business and Professions Code for this WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' m ensafWn insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is f r work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith pomply with a provisions. X Date Signature of App (cant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height./By Main Service 200A TO 1000A 46.00 NEW CONST. OwEwNo OCCUP. sD ( 3.5¢FT: NRA cors . MLI�co� =ICONS 97.50 POWER APPARATUS 8 SINGLE OUTLET CIR. EX. Occup. OUTLET OR FIKURES 20 0 1'00 BAL p .50 Ex. Occup.. DuTLEEDrs(RR� D.) E.- 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 87.80 MECHANICAL PERMIT Fling Fee 1 20.00 Heating 1 15.00 115.00 Cooling 15 QQ 15.00 Hood 6.50 6.50 Ventilation , 4.50 PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ AG oo occ CONST. TYPE TOTAL FEE $ 1199. 171\7 5 6 6 HA D PE IMP — FLOOD CDP PARCEL ND U This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Da /� •, -Q efe ReceiptNo. 3 3 731 -7e9. c WHITE-D.D.S.-B.D. CANARY -ASSESSOR PIX -INSPECTOR GOLDENROD -APPLICANT �,,..,,,.:...,�t`✓rrF%.ry ^",+�s::.t "-^•��.-,. ,�c+ycw�+r�ctyn�<.:�:t'r ate; COUNTY OP BUTTE - DEPARTMENT Olj' I�EV�LOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICA TION DA TA SHEET OWNER:�, ( jA�'1'��SI �'—CY� I �� ASSESSOR PARCEL NUMBER:'�., ��� " r] Proposed Building Use:l�� �` Building Inspector: Date: _Z2_ A -,-I At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: ft/- 2 3'Lq Date Received By El1. All items have been s6bmitted.-------------------------------- ------ --- -------------------------------------------- -V�Z. Plot plans, 3/4 sets, signed by the prepares of plans. ------------------------------------------------------------ . J93. Complete plans, 3/4 sets, signed by the preparer of plans. --------------/-------------------------------------- All engineerin -J. Engineered plans, 3/4 sets, with wet signature on plans. Ag must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ �. Energy Design Compliance and supporting documentation. -------------- -------------------------------------- ❑7. Statement of Intent for Non -Heated and A/C Buildings.--------------------------------------------------------- ❑ 8. Hazardous Material Form. --------------------------- -------------------------------------------------------------- ❑9,Manufactured Home data and installation instructions including Tie Down Specifications.------------------ P_ 10. Fees of $ I d ------------------------------------------------------------------------------------- W41. Impact fees as shown on the attached schedule. ------ ---------- --- -------- ------------------- ❑ 12. California Department of Forestry plan approvaUfe"' =---- _ ________________ ❑ J. Flood elevation certificate.-----------�-,--,-��-�-�-(--�--------���-----"""------------------------------------------------------- VPSanitation and plot plan approvals,, Health Department. ------------------------------------------- 15. City of Chico plumbing permit.----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------- ❑ 17. Planning approval for (A) Use: C) (B) Parking: ___________________ El 18'. Contact Land Development about ❑ Improvements, ❑ Drainage' V4gaI Parcel. ----------------- 1119. ---------------- ❑19. Encroachment Permit for driveway (construction ction approval prior to occupancy). --------------------- 020. Pre =inspection for eq ed.. Request to Building Inspector on ❑21. Contractor's license information. (Number, Name,Style1 /, Classification). �` ----------------------------- 1 t�El 22. Workers' Compensation carver and policy numer.,------- E123. Owner -Builder Verifi fat}on (Gruen to owner❑, Mai o Letter of signature autholraion.---------------- - - - �---- -- -- - rded copy of Aic'ii Mural Acknowledgment Statement . 4246 Letter of intent on building use. -------------------------------. owner ❑). ❑27. Manufactured Home utility clearance. ---------------------------------.---------------------______________------ ❑ 28. Existing violations and/or expired permits.--------------------------------------------------------------------- (Date) R❑2 433A,❑Gr t Deed, ElM.H. Title, ❑ Check to H.C.D $ .--------------- 0.Other: ------- When you issue the permit, process as follows ❑Mail too er, ❑ ail to 'contractor. g�W N 1 3+3- 371E 63)P elephone � • 3 q ��and hold IO- pickup at (t7V I f e, office. ❑ DeliveDowilh inspector. S"IYt v i i. m"CV i C W' C,�)v I P hk Applicant: Date: �9 e Copy of Haz-Mat form sent ❑ HealthiDeartment, ❑ Fire DepartmenkO Air Po lution Date: ! Copy of plans sent ❑ Health Departmept; ❑ Fire Department; ❑ O er: Date: f 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above req ' data by ❑ phone, ❑ mail, ❑ Buildin Divisi counter, by Date: _ Plans reviewed by:-_, 14 -Date: / Plans approved by: pa �� Date // : 0 - Sets of plans` on hold in 11 Plan Cabinet, 0 A.P. folder. Note transfer by: Date: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT'SERVICES - BUILDING DIVISION Rev. t2/912/96)7,County, Center Drive • Oroville, California 95§65 • Telephone (530) 538-7541�q APPLICATION AND PERMIT V PE 1 useswRrARcnNUMea �e BUILDING PERMIT , Ne SO. FT. S _ 5 OCC. BUILDING VALUATION CONSTRUCnON umat / - - `v Fire lace u<NOERs W"4 AWABS — Total Valua ARCHMT OR EHMNEER UCEMI! No. Filing Fee Permit Fee AACWMCT OR DOMEM WAJNO ADDRESS 8ULONOAO0REsa Plan Checkii , Energy Plan SOT NO. d` EUEWVMIONt NAME ��. �� i ® C. ►ARClL MAP PLUMBI 4 ?'ate RAI ►Ng SNS'' EOWT�OCTURE '2-0.0 t -A C_ap Each Tr SF Or'/Duplex ❑ Mobllehome O Other Solar or heatWater pipin OPEcs r TYPE OF WORK Each gas wats New a Addition ❑ Remodel ❑ Utild" O Installation Other ❑ Gas piping sys Buildin sewer Describe Work: u f7 /Y! i Mobile Home "PERMIT FEE PAID SRA SHERIFF OTHER AMOUNT RECEIVED GU *RECEIPT NVM86t * IILI-15-- TO k PVT INTO COMPVTER S ng Fee E i PERMIT FEE t imp water heater heater or vent Im 1 - 5 outlets PERMIT FEE I S ELECTRICAL PERMIT Main Service 00O70R Lass 200A oR LEss Main Service 20r TO '—A NEW CONST. OWELLNO OCCUP. OR ADONS. ANEW ACC.aiDs. NON•RESIO. MULTEOUTLET POWER APPARATUY i SINGLE O OR Ex. OCCU OURET OR RMAE9 Ex. OCCU FnOEo APPl16. oR 1 OVTIET9 ESO. EA 1 Tem orar Service 1 Mobile Home Facilities NO. 20.00 r �o ding Fee 20.00 7.00 Z 23.00 15.00 CU 15.00 .s, c c) 15.00 % ,f_0 15.00 IS,0 jT20.00 Feel 20.00 1.00 ""7 --, Cv 3.5aR 07.50 5.00 23.00 - 20.00 23.00 PERMIT FEE _ , SON MECHANICAL PERMIT Filing Fee 2 0. 00 Heatings 0, S -CIO Cooling /$ cv /S 1 Hood 6.50 / SO Mobile Home Installation Fee t Energy Inspection Fee i 1,1,070T AL FE,E�$ rEEs This permit is hereby Issued under the applicable provisions Of the Butte County Code and/or Resolutions to do work i Indicated above for which fees have been paid. 1 By Date PERMIT EXPIRES ON Z;OUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 OWNER �` y'tIY29 v PROPOSED BUILDING USE e� v SCHEDULE OF FEES DUE A.P. It DATE q Q i RECEIPT # DATE REC. 1. BUILDING PERMIT FEES --Balance Due ........................................................ $ 4,9C7 --Additional Fees Due ............................................ $ --Additional Fees Due ............................................ $ --Revised Plan Checking Fee ................................. $ / 4)�/2: SCHOOL DISTRICT FEES 010VAZU01'00 7 (paid at District Office) 660 z3. SHERIFF FEES (paid at Building Division) 33� Residential .................................... x $360.00 = $ Units . Commercial (sq. ft.) ...................... 4. URBAN AREA FEES Residential ............................ Sq. ft. # Units Commercial (Sq. ft.) ............. Sq. ft. 5. RECREATION DISTRICT FEES — x $0.03 = $ x =$ Amt. x _$ Amt. 6. THERMALITO DRAINAGE DISTRICT FEES i�$510.00 (paid at Building Division) 7. S RINSPECTION INSPE ON AND PLAN CHECK 89A0 aid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER 33-M. S -6-- ,) 2 -Cif I1�. At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking prqcess. APPLICANT DATE Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Building Div. 2nd Copy - Applicant 3rd Copy - Owner _ (Rev. 6/00) f 9J ,. BUTTE. COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District oV f— JAN'( Q A.) ,( Building Department No. A.P. Number 1 180 — Jurisdiction: K^^"""_City County Property Owner e /yYJ i A. 14)s* / r GY�1,,,r •G Property Location/Address Subdivision Lot No. .1 .............................................................................................................. '' Residential Development Sq. Footage 6J 30o No 7fLiv]ing Mobile Home Addition/ *Supplemental to (Group R) Units Installation Conversion Permit # '(No foundation inspection): Commercial/Industrial a Building Department Represen District Identification No. (Street Address) New Addition oor Plans reviewed by School District District certifies that (Cit'y) F has complied with the requirements of Resolution No. a �y/� f representing 1 t, 0 9 square feet. f5 • � r School District Representative i Paid by Check # Remarks: s2h Sq. Footage (Including Exterior Roofed Areas) Date i t (Applicant) (PhoneNumber) (Zip Code) by payment of $20 Ia S Date cz�c��rr� C3S Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, incompliance with Government Code Section 66020(x), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (10/98)dmm E.H. USE ONLY Not Plan Attached Floor Plan Attach �— �' Sent to B.D. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance - Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for er 1 L9pQJ�AOyy� Hold final for: Final clearance O.K. for: NOTE: En L -11M, mend Health Specialist Date 70, UI 2fl J" v01 AOW"6w dd:) awe twwo ..r) pkb T. Z407 /7 ave 49/ .lC,t!'� NVI • dwpo pro AP # 041- 2W- 197 [OT /G malAcriti 235 ° �SCPTC ' •�3�",=140' w - %jLq E Ne w, l -:84 m 1-buse. ' iRy a 40 op gop 00 do 00 4*0 dp op op 1 e - aw CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R - ------------ -------- Project Title.......... Thurman Construction Date..11/27/01 10:03:44 Project Address........ 6983 Woodman Dr. *******--------- _ ----- Orville,. Ca. *v6.00* Documentation Author... Jim Peterson ******* Bu ding MW Northstar Engineering . 20 Declaration Drive Plan Check / Date Chico, CA 95973 530-893-1600 Field Check/ Date -- Climate Zone........... 11 ------- Compliance Method...... MICROPAS6 v6.00 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.00 File -7465 Wth-CTZ11S92 Program -FORM CF -1R User#-MP2089 User-Northstar Engineering Run -Thurman Contruction -------------------,------------------------------------------------------------- GENERAL INFORMATION FENESTRATION Over - Conditioned Floor Area..... 1265 sf Area Building Type .............. Single Family Detached Interior Construction Type ......... New Orientation -------------------- Building Front Orientation. Front Facing 90 deg (E) 'Value Number of Dwelling Units.:. 1 Shading Number of Stories.......... 1 Front Floor Construction Type.... Slab On Grade ------ 0.300 Glazing Percentage......... 30.7 0 of floor area -------------- Standard Average Glazing U -value.... 0.36 Btu/hr-sf-F Front Average Glazing SHGC....... 0.33 0.300 Average Ceiling Height..... 14.5 ft Standard BUILDING SHELL INSULATION Component ------------------------- Frame Cavity Sheathing Total Assembly Type ------------ Type R -value R -value ------- R -value U -value Location/Comments Wall ---------------- Metal R-0 R-25 -------------- ------------------------ R-25 0.037 Roof Metal R-11 R-27 R-38 0.029 FENESTRATION Over - Area U- Interior Exterior hang/ Orientation -------------------- (sf) ----- 'Value SHGC Shading Shading Fins Window Front (E) 18.0 ------ 0.300 ------ 0.290 --------------- Standard -------------- Standard ----- None Window Front (E) 18.0 0.300 0.290 Standard Standard None Door Right (NE) 40.0 0.490 0.290 Standard Standard None Door Front (SE) 40.0 0.490 0.290 Standard Standard None Window Back (W) 18.0. 0.300 0.290 Standard Standard None Window Back (W) 18.0 0.300 0.290 Standard Standard None Window Back. (W) 20.0 0.300 0.290 Standard. Standard None Window Back (W) 18.0 0.300 0.290 Standard 'done Window Left (S) 42.0 0.300 0.290 Standard .None Window Left (S) 21.0 0.450 0.650 Standa,;. Window Window Left Left (S) (S) 30.0 0.300 0.290 Standar �S d ,..,; �<;: a ,None ��a 15.0 0.300 0.290 Standar S a dar•,d,. h,. None o� � —� � o �-- � � �' �-�- cam. COUNTY OF BUTTE DEPARtMENT OF DEVELOPMENT SERVICES BUILDING DIVISION NOTICE Post this job card in a safe, conspicuous place. Do not remove until all required inspections are made and building is approved for occupancy. Plans must be available on the job site. 041-280-197 01-2149 WILLIAMS, EMILY /07/POTTER RAVINE DR.,ORO CONT: THURMAN CONST. F NEW SINGLE FAMILY PERMITTEE MUST CALL FOR INSPECTIONS Footi Piers Stucco Lath Scratch and Brown DO NOT OCCUPY UNTIL ALL THE ABOVE IS SIGNED AND THE BUILDING OR MOBILE HOME IS APPROVED FOR OCCUPANCY A4-Hr«9n Oroville - 7 Count .Center Drive 538 7541 538-7636 Chico - 411 Main Street 891-2751 891-2834 Revised 7/94 I CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R ---------- Project Title.......... Thurman Construction Date..11 27 01 10:03:44 ------------------------------------------ I MICROPAS6 v6.00 File -7465 Wth-CTZ11S92 Program -FORM CF -1R I User#-MP2089 User-Northstar Engineering Run -Thurman Contruction ------------------------------------------------------------------------------- Orientation Window Left (S) Window Left (S) Window Right, (N) Window Right (N) Window Right (N)- Equipment Type ---------------- Furnace ACSplit FENESTRATION Over - Area U- Energy Size Interior Exterior hang/ (sf) ----- Value ------ SHGC ------ Shading Shading Fins 33.0 0.300 0.290 --------------- Standard -------------- Standard ----- None 25.0 0.450 0.650 Standard Standard None 12.0 0.300 0.290 Standard Standard None 12.0 0.300 0.290 Standard Standard None 8_0 0.300 0.290 Standard Standard None Minimum Efficiency, ------------ 0.850 AFUE 12.00 SEER SLAB SURFACES ------------- Area (sf) 1265 Slab Type ---------------- Standard Slab HVAC SYSTEMS External Energy Size ------------ Duct Duct Tested Duct ACCA Thermostat Location R -value Leakage Manual D Type Attic R-4.2 No No Setback Attic R-4.2 No No Setback WATER HEATING SYSTEMS --------------------- Number in Tank Type Heater Type Distribution Type System ------------ ----------- ------------------- ------ Storage Gas Standard - Tank External Energy Size Insulation Factor (gal) R -value -------- ------ 0.62 40 ---------- R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS ------------------------------=---------- *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates Metal Framing. REMARKS CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... Thurman Construction Date..11/27/01 10:03:44 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS6 v6.00 File -7465 Wth-CTZ11S92 Program -FORM CF -1R User#-MP2089 User-Northstar Engineering Run -Thurman Contruction ------------------------------------------------------------------------------- REMARKS COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER Name.... Thurman Construction Company. Address. Willows, California Phone... (530)934-3498 License. Signed.. (date) ENFORCEMENT AGENCY Name..:. Title... Agency.. Phone... Signed.. i (date) DOCUMENTATION AUTHOR Name.... Jim Peterson Company. Northstar Engineering Address. 20 Declaration Drive Chico, CA 95973 Phone... 530-893-1600 Signed.. (date) MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R Project Title.......... Thurman Construction Date..11/27/01 10:03.44 Project Address........ 6983 Woodman Dr. ******* --------------------- Documentation Author... Climate Zone........... Compliance Method...... Orville, Ca. *v6.00* Jim Peterson ******* Northstar Engineering 20 Declaration Drive Chico, CA 95973 530-893-1600 11 Building Permit'# Plan Check / Date Field Check/ Date MICROPAS6 v6.00 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.00 File -7465 Wth-CTZ11S92 Program -FORM MF -1R User#-MP2089 User-Northstar Engineering Run -Thurman Contruction ------------------------------------------------------------------------------- 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 manufacturers labeled R -Value. *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -factor in metal frame walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors. 150(1): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have -label with certified U -factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier -installed to comply with Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R ------------------------------------------------------------------------------- Project Title.......... Thurman Construction Date..11/27/01 10:03:44 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS6 v6.00 File -7465 Wth-CTZ11S92 Program -FORM MF -1R I User#-MP2089 User-Northstar Engineering Run -Thurman Contruction ------------------------------------------------------------------------------- a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES -------------------------------------------------------------- Design- Enforce- er ment 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACOA. 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 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 isused 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 MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -1R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... Thurman Construction Date..11/27/01 10:03:44 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS6 v6.00 File -7465 Wth-CTZ11S92 Program -FORM MF -1R User#-MP2089 User-Northstar Engineering Run -Thurman Contruction I ------------------------------------------------------------------------------- switch, weatherproof operating instructions, no electric resistance heating and'no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light -(Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr). LIGHTING MEASURES ----------------- Design- Enforce- er ment 150(k)1: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting 'shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. 150(k)2: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. COMPUTER METHOD SUMMARY Page 1 C -2R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... Thurman Construction Date..11/27/01 10:03:44 Project Address........ 6983 Woodman Dr. ******* --------------------- Orville, Ca. *v6.00* Documentation Author... Jim Peterson ******* Building Permit # Northstar Engineering 20 Declaration Drive Plan Check / Date Chico, CA 95973 530-893-1600 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS6 v6.00 for 2001 Standards by Enercomp, Inc. ------------------------------------------------------------------------------- MICROPAS6 v6.00 File -7465 Wth-CTZ11S92 Program -FORM C -2R User#-MP2089 User-Northstar Engineering Run -Thurman Contruction ------------------------------------------------------------------------------- ----------------------------------------------------------------- '_ MICROPAS6 ENERGY USE SUMMARY = ------------------------ = Energy Use Standard Proposed Compliance = _ (kBtu/sf-yr) Design Design -------------------------------------------- Margin = - = Space Heating.......... 11.42 7.25 ---------- 4.17 = = Space Cooling.......... 9.68 14.56 -4.88 = = Water Heating.......... 17.79 14.78 - 3.01 = ---------------- = Total 38.89 36.59 -------- - 2.30 = _ *** Building complies with Computer Performance __________________________________________________________ GENERAL INFORMATION ------------------- Conditioned Floor Area..... 1265 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 90 deg (E) Number of Dwelling Units... 1 Number of Building Stories. 1 Weather Data Type.......... FullYear Floor Construction Type.... Number of Building Zones... Conditioned Volume......... " Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -value.... Average Glazing SHGC....... Average Ceiling Height..... Slab On Grade 1 18342 cf 1265 sf 30.7 0 of floor area 0.36 Btu/hr-sf-F 0.33 14.5 ft COMPUTER METHOD SUMMARY Page 2 C -2R --------------------------------------- Project Title.......... Thurman Construction Date..11/27/01 10:03:44 MICROPAS6 v6.00 File -7465 Wth-CTZ11S92 Program -FORM C -2R User#-MP2089 User-Northstar Engineering Run -Thurman Contruction ------------------------------------------------------------------------------- Floor Area Zone Type (sf) HOUSE Residence 1265 Surface HOUSE 1 Wall 2 Wall 3 Wall 4 Wall 5 Wall 6 Wall 7 Roof Orientation BUILDING ZONE INFORMATION ---------------- --------- # of Vent Vent Air Volume Dwell Cond- Thermostat Height Area Leakage (cf) Units itioned Type (ft) (sf) Credit 18342 1.00 Yes Setback 2.0 Standard No HOUSE 0.300 OPAQUE SURFACES Window Area U- --------------- Insul Act Front Solar Form 3 Location/ (sf) ------ value ----- R-val ----- Azm --- Tilt ---- Gains ----- Reference Comments ------------ ---------------- 196 0.037 25 90 90 Yes W.25.STEEL 24 .0.037 25 45 90 Yes W.25.STEEL 24 0.037 25 135 90 Yes W.25.STEEL 246 0.037 25 270 90 Yes W.25.STEEL 122 0.037 25 180 90 Yes W.25.STEEL 256 0.037 25 0 90 Yes W.25.STEEL 1116 0.029 38 n/a 0 Yes R.38.2X4.ST. HOUSE 0.300 0.290 1 Window Front (E) - 2 Window Front (E) 3 Door Right (NE) 4 Door Front (SE) 5 Window Back (W) 6 Window Back (W) 7 Window Back (W) 8 Window Back (W) 9 Window Left (S) 10 Window Left (S) 11 Window Left (S) 12 Window Left (S) 13 Window Left (S) 14 Window Left (S) 15 Window Right (N) 16 Window Right (N) 17 Window Right.(N) 30.0 FENESTRATION SURFACES --------------------- Area U- Act Exterior Shade Interior Shade (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC ----- ----- ----- --- ---- -------------- -------------- 18.0 0.300 0.290 90 90 Standard/0.76 Standard/0.68 18.0 0.300 0.290 90 90 Standard/0.76 Standard/0.68 40.0 0.490 0.290 45 90 Standard/0.76 Standard/0.68 40.0 0.490 0.290 135 90 Standard/0.76 Standard/0.68 18.0 0.300 0.290 270 90 Standard/0.76 Standard/0.68 18.0 0.300 0.290 270 90 Standard/0.76 Standard/0.68 20.0 0.300 0.290 270 90 Standard/0.76 Standard/0.68 18.0 0.300 0.290 270 90 Standard/0.76 Standard/0.68 42.0 0.300 0.290 180 90 Standard/0:76 Standard/0.68 21.0 0.450 0.650 180 90 Standard/0.76 Standard/0.68 30.0 0.300 0.290 180 90 Standard/0.76 Standard/0.68 15.0 0.300 0.290 18.0 90 Standard/0.76 Standard/0.68 33.0'0.300 0.290 180 90 Standard/0.76 Standard/0.68 25.0 0.450 0.650 180 90 Standard/0.76 Standard/0.68 12.0 0.300 0.290 0 90 Standard/0.76 Standard/0.68 12.0 0.300 0.290 0 90 Standard/0.76 Standard/0.68 8.0 0.300 0.290 0 90 Standard/0.76 Standard/0.68 COMPUTER METHOD SUMMARY Page 3 C -2R ------------------------------------ Project Title.......... Thurman Construction Date..11/27/01 10:03.44 - ----------------------------------------- I MICROPAS6 v6.00 File -7465 Wth-CTZ11S92 Program -FORM C -2R User#-MP2089 User-Northstar. Engineering Run -Thurman Contruction ------------------------------------------------------------------------------- U. System Type ---------------- HOUSE Furnace ACSplit Tank Type ------------ 1 Storage SLAB SURFACES ------------- Slab Type ---------------- HOUSE Standard Slab Area (sf) 1265 Heater Type Gas WATER HEATING SYSTEMS --------------------- Number in Energy Distribution Type System Factor Standard 1 0.62 Tank HVAC SYSTEMS Size Insulation (gal) Minimum ------------ Duct Duct Tested Duct ACOA Duct Efficiency ------------ Location ------------- R -value ------- Leakage --------- Manual D --------- Eff -------- 0.850 AFUE Attic R-4.2 No No 0.737 12.00 SEER Attic R-4.2 No No 0.645 Heater Type Gas WATER HEATING SYSTEMS --------------------- Number in Energy Distribution Type System Factor Standard 1 0.62 Tank External Size Insulation (gal) R -value 40 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS ----------------------------------------- *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates Metal Framing. REMARKS APPLICANT: OWNER: •. PERMIT #: A. P. #: WORK DESCRIPTION: 15 � PATE DESCRIPTION OF STEP zel (o A�L PROJECT PROCESSING RECORD WAFAMITIM Oct 31 01.11:01a LOERKE INSULATION CO.,INC 5308918560 10131/2001 10:06 303-95073742 DENVER CLOT SVC CTR P. PAGE 01/01 771 71/ 9d' via!.fa ilk Pww— Q• What is the fmal R -valve of trvo pieces of iusnlatlo�t that are stacked one other? on top of the A. The overall R -value of the insulation can be determined by addin the R -values together. For example, if two 3 1/2" R -I 1 batts are stacked one on tap of the other, the total R -value would be R-22 and the ins�ilation would have a final thickness of 7" (remember, if the insulation - compressed then the R -value will be reduced), R S, S d16N Q�Sfi� 30, L06-Yekg !/tlSVveorlC)a wlU. C►e,TtF� l� t/�4w�� ja� ri PLAN REVIEW RESPONSE FORM In order to expedite the review of your plans, please complete the following information and return this form with your re -submittal this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a va response to every item requested in our plan correction letter. "By others" is not considered a valid response. Please indicate y, response to each item and the location where the information can be found on the pWis/calcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORIGINAL PLANS, OWNERS N , E DATE: �-�7; Uj/1/ ASSESSORS PARCEL NUMBER PERMIT NUMBER aql- 20L-.-� l9 off- 2/(19 RESPONSE OR LANF NECK LETTER DATED: ��.t�e1-26,2001 PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COV ENTS: Wall e / ti VAC UA4 PLAN CHECK ITEM # RE PONSE LOCATION ON PLANS/CALCS: PLAN CHECK ITEM # N SECOf� LOCATION ON P ��S CAL S /-C T v V - v ro - COMMENTS:s - _ � 3 - e^,00 o M., I,- IL Ct'-3/' P, -q/1 t Ina -1 �C TION ON PLANS/CALCS: RESPONSE - - ljb6t:� LOCATION ON - I - A, Ax X 71 9% W, -071, TION ON PLANS/CALCS: October 26, 2001 Thurman Construction 6393 County Road 48 Willow, CA 95988 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 041-280-197 Building Permit Number: 01-2149 This office reviewed building plans for the permit application referenced above. The plan examiner's comments are listed in PART - I below. Please respond in writing to each comment in PART - I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification, or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the re -check and approval of this project. PART — I Provide additional information and/or make revisions to plans, specifications and calculations as follows: NON-STRUCTURAL COMMENTS: TOnly "direct vent" wall furnaces are allowed in bedrooms. Please provide a listing for this type of wall furnace. 2. Your energy calculations are incorrect. a. The glazing areas on the left side do not agree with the plans. Please coordinate. b. The energy calculations show a furnace with ducts in the attic, NOT a wall furnace. This needs to be changed. The correct efficiency rating must be used also. c. If your energy consultant models "no cooling", you may use a window or through -the — wall evaporative cooler with no restrictions. But if he is using it for compliance, it must be a permanent installation and meet the requirements of the energy code. d. Typically, R-30 does not fit in 2x8 framing. Please provide a listing that shows an R-30 which goes in 2x8 framing. STRUCTURAL COMMENTS: 1. Provide engineer's "wet stamp" containing his signature, registration number and expiration date on plan sheets 3 and 4. All plan sheets that contain or effect engineering requirements p' 0� must be signed and stamped by the design professional. 1 of 2 PART - U The items identified below must be submitted prior to permit issuance. These items were noted at time of permit application on the PERMIT APPLICATION DATA SHEET. 1. Pay Balance of Building Permit fees in the amount of $10.00 2. Impact fees: 2.1. Complete and return the Butte County School Impact fee certification form. 2.2. Sheriff fees = $360.00. If you wish to discuss any non-structural requirements in PART - I, you may contact me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Structural questions should be directed to the Plan Check Engineer. The attached PLAN REVIEW RESPONSE FORM must accompany corrected items. Sincerely, Linda Simpson Plans Examiner I 2 of 2 Philo Hunt, P.E. Plan Check Engineer LAN REVIS10T1 Please complete the following information in order to our rocess P y submittal. If this form is not complete, correct and legible, it may cause a delay in processing.. ' . 1 Owner's Name: i 1 Received By: 'Date: � �) A. P. #: 'X63 Oo 0)) Permit #: J � Time: 3' 5 (3 ContactPhoneN T rurpose or submittal: Application Data Item 0 Engineering n 0 Requested by Building Inspector or Correction Notice - Inspector's Name: Requested By Plan's Examiner - Examiner's Name: 0 Other: If you are revising a plan which has already been issued, submit two(2) drawings reflecting the revisions for plan review. If engineering is involved in this revision, the engineer must put his requirements on these drawings and stamp and sign the drawings. Include two (2) sets of wet signed engineering. Revised drawings m„sr rtParl . moi, changes nronosed and locations involved. .�.. � ,.ow j When. Approved, Process as Follows: 0 Mail to Owner at this address: 0 Mail to Contractor at this address: CallL� and hold foris p kup at the 0 Chico Office Oroville Office 0 Deliver with next inspection. Oji %-Z) Revised Plan Check Fee: 0$46A $46. Receipt #• Additional fees may be due sed upon complexity a d t' Additional Fees Not Required n Mme involved to process this submittal. Additional Fees: Rece t #: In order to exp4tej ew of your pIM Please Complete the following information and return this form with y� gcma this form hs not comp as to all Conation item we Will not be able to accept your ce.� 'Ittal for review, Thee MW 1, response to every item requested in our plan Conation lWa. "By others' Is not condWa valid response, ply Indk response to each iteQi and the kmdon where the Information can be found on the plaat/calcs. ATTACH THIS F XtM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND DJUGUML It OMMERS NAME GATE: ASSESSORS PARCEL NUMBER PERMIT NUMBER e5) q1 — 2W -- /cl -7 D/— z�y� PLAN CHECK !PEM N RESPONSE BY: LOCATION ON PLANWCALCS: ,, Gert /, stir-r-��� COMMENTS: 7' eAq'I'Alftffadl�IS . cc s PLAN CHECK ITEM N -Papf - l' 2 Y: ON PLANN I� L : ,fi Poo-�h% A cz PLAN CHECK ITEM N RESPONSE Y: -Pall- RESPONSE BY: /h W110 LOCATION $gN PLANLCS: ev to U� ew COMMENTS: GGA �PJYJ JtdCiC� /V 7 T t/ PLAN CHECK ITEM N RESPONSE BY: /h W110 LOCATION ON PLANSICALCS: Gni/% COMMENTS:OF GGA �PJYJ JtdCiC� /V 7 T PLAN CHECK ITEM N l ww�I��cuTQ• �Tiw Y1 c eA S In order to expedite tb{ review of your plana, please complete the following information and return this form with yow 2 this form is not compas ' to all correction items. we will not be able to accept your fe.Wtittal for review. These response to every i requested in our plea oon+edion lettef. "By othed' is not ooad a valid respoase. Please judic response to each item and the location where the informadon can be found on the pians/calcs. RS PARCEL NUMBER PERMIT NUMBER l97 dl- 2Y? iE FOR P N C CK LETTER DATED: PLAN CHECK ITEM N RESPONSE BY: /� LOCATION N PLAT W PLAN CHECK ITEM N Part k� RE8PON E BY: LOTION 9N � LANS/gALC tv 00C Fu ffatG COMMENTS: COMMENTS: GA V/ J PLAN CHECK ITEM 0 Part l #-0 RESPON E BY: aAA LOCATION N PLAN�CS: SOVAA 609 O COMMENTS: PLAN CHECK REM K RESPONSE BY: A LO,,,TION0 PLANS/CALCS: COMMENTS: I CHECK ITEM M 'Part I `0 reska In. order to expedite thJ�evie-W of your plans. please Complete the fblkwW ldonnation and mora UU3 conn with you rm is talds fosot Comp, as to all Coerocdon itemIk we Will not be able to wCept your rc ttal for review. 7*0 � bb . , 4 capoo:e w every item requested in our plan Conextion letter. "By esthe;c>t' is not ooasi a valid response. Pka�e iodic resnonse to each item and the bmdm where the informsdon calm found on the --- I :KS r4mc SSORS PARCEL NUMBER `77 DA 6/7/01 !0-22-0/ PLAN CHECK ITEM / �r RESPONSE BY: LOCATION ON P}ANS/C//%%✓/J�SQ: �%�/ F�va�t f�os��i COMMENTS: COMMENTS: PLAN CHECK ITEM N 12- RESPONSE BY: -Fhw,,,mam 44x� LOCATION ON PLANS/CALCS: / COMMENTS: COMMENTS: PLAN CHECK ITEM N pa�f RESPONSE BY: i LOCATION ON PLANS/CALCS: COMMENTS: CHECK ITEM N RESPONSE BY: rtl a 74- s� \TION ON PLANS/CALCS oEA9t^AA" ip( PLAN CHECK REM S pa4j RESP ONS BY: LOCATION ON PLANS/CALCS: COMMENTS: ,PJ1/Ytiw.a Department of Development Servic' es September 27, 2001 Emily Williams 6983 Woodman Dr. Oroville, CA 95966 Assessor Parcel Number: 041-280-197 Building Permit Number: 01-2149 Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Th;s oiiic e : a 1 ii' iii;a P! -n -,s 1,6i' the j ,emit application refeienced above. Tete plan examiner's comments are listed in PART - I below. Please respond in writing to each comment in PART - I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification, or calculation shows the requested information. Additional response. information is included on the response form. Your complete and clear response will expedite the re -check and approval of this project. PART – I Provide additional information and/or make revisions to plans, specifications and calculations as follows: our plans are incomplete. Please provide a roof -framing plan. Your floor plan calls for a diagonal ridge -through the house; your calculations and metal building plans do not show this condition. ; �pecify the roofing material, composition or metal. If comp, provide engineered calculations *and details for the connection of the roof sheathing to the roof framing members. ase provide elevation views of all four sides.//ase provide a ceiling- framing plan, detail the dropped ceiling. no le -q �'1d_W4CUX WON5 ase show us how your slab will be built to 36" above grade. (Per the note on your floor flan) ,V i �.i]�j i GfnQ.Q.1.P— i -S ase put ALL in ow sizes on the floor plan.• Some were left off.ase provide the location of the furnace on the floor plan.he 6080 in the bedroom a sliding glass door or a window? ase provide a complete section through the house and key it to the floor plan. This section 0hould show complete construction details from the roofing material to the footing. 10. our floor plan does not agree with the foundation plan in the area of the entry porch. A foundation must be provided around the perimeter of the building. Please revise the foundation plan. Is the front entry porch covered? If so, provide plans. 1 of 2 [1,Z./Please show all perimeter and interior column locations on the floor plan and make sure they agree with the column locations on the foundation plan and that they do not interfere with our window and door openings. I3. our energy calculations are incorrect. Please provide new calculations. Please check the orientation of the building. Does the front of the house face the rear of the property? The calculations call for wood roof framing, however the framing members are metal. In order to get credit for a SEER of 13.00 on the evaporative cooler, the cooler must be PERMANENTLY installed and meet the requirements of the energy code. I will need listings for the furnace and evaporative cooler that show the efficiency ratings. In order to use the Housewrap credit, we will need manufacturer's specifications that it complies with ASTM E1677-95 and can be used with metal framing members. There are several windows 0-�alout on the calculations that I do not find on the floor plan. led he engineer must stamp and sign all plan sheets that contain his requirements. 15. PLAN T.7�. -:O'r' BEEN C01WI L TED PENDING THE ABOVE ITEMS. PART - H The items. identified below must be submitted prior to permit issuance. These items were noted at time of permit application on the PERMIT APPLICATION DATA SHEET. 1. Provide 3 sets of complete plans, signed by the person that prepared the plans. 2. Provide energy design compliance and supporting documentation. 3. Complete and return the Butte County School Impact fee certification form. 4. Sheriff fees = $360.00. 5. Sanitation and plot plan approval is required from the Butte County Environmental Health Department. '6. Submit a Recorded copy of your Agricultural Acknowledgement Statement. If you wish to discuss any requirements in PART - I, you may me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Structural questions should be directed to the Plan Check Engineer. The attached PLAN REVIEW RESPONSE FORM must accompany corrected items. Sincerely, Linda Simpson Plans Examiner Philo Hunt, P E Plan Check Engineer. 2 of 2 rcll_�zEJ—�2�to �--�-�- ZIT Gf,�%�d- <dll�v def iLurr�.eJ —�}cSJMy_,iA;�.�O.r1i_f�o�9sL U t _ � — �. � ,' ' � _.�; � , ,a._;� �. .� _ *� � ,� ��'a ���1. ,.i,�� �.1 �F��R: .. ��'1a ' \'` `\l � � ti.ti +�:4 �''�i � �� i `S.�:t � A ��' _ \� \ v ., �� `. .. � �1 r . L t �� '.,. + � �.'Lf � ` AND�WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 LJ 200 1 —101046290 Recorded I REC FEE 16.00 Official Records I CONFORM ,00 County Of I BUTTE CANDACE J. GRUBBS I ROSEMARYrder DICKSON I OAssistant I Alyce 11:11AM 05 -Oct -2001 I Page 1 of 4 . AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT 11 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 s State of California County of � G +J-1 PROPERTY OWNERS: On 0 1 _ before LORINDA M. SPENCER; Q COMM. # 1256094 NOTARY PUBLIC -CALIFORNIA BUTTE COUNTY 0 COMM, EXP. MARCH personally appeared P yo u1„{-, [I..' (,A Jt(,(AA*I ( personally Imawe4a.me (or'proved to me on the basis of satisfactory evidence) to be the person(*) whose name(s) is/ere subscribed to the within instrument and acknowledged to me that he/she/they executed the,same in4Ws/her/their authorized capacity(ies), and that by iris/her/their signature(k) on the instrument, the person( or the entity upon behalf of which the person(g) acted, executed the instrument. WITNESS my hand and official seal. Si natu U c 9C�'i fiR. SPEN 94g Seal: 01 M IFORNIA0 A.P. # 0777 BUTTi' :,OU A COMM. EXP. MARC.H 10, '' EXHIBIT "ONE" PARCEL I: - Order No. 402156 LOT 16, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "POTTER RAVINE SHORES SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON APRIL 24, 1989, IN BOOK 112 OF MAPS, AT PAGE(S) 100 THRU 104. A CERTIFICATE OF CORRECTION RECORDED APRIL 7, 1993, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 93-13693. PARCEL II: RIGHT OF WAYS AND PUBLIC UTILITY EASEMENTS OVER POTTER RAVINE DRIVE, HIGH MEADOWS ROAD AND SHORES LANE, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "POTTER RAVINE SHORES SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON APRIL 24, 1989, IN BOOK 112 OF MAPS, AT PAGE(S) 100 THRU 104. A CERTIFICATE OF CORRECTION RECORDED APRIL 7, 1993, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 93-13693. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I, DESCRIBED HEREIN. PARCEL III: ALL THAT REAL PROPERTY SITUATED IN SECTION 22 AND 23, TOWNSHIP 20 NORTH, RANGE 4 EAST, M.D.B. & M., BEING A 60 FOOT NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITIES LYING 30 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: BEGINNING AT A POINT ON THE NORTH LINE OF SAID SECTION 23 FROM WHICH THE NORTHEAST CORNER OF SAID SECTION 23 BEARS NORTH 88 DEG. 45' 25" EAST, 2451.82 FEET; THENCE FROM THE POINT OF BEGINNING ALONG THE FOLLOWING COURSES: 1. SOUTH 39 DEG. 03' 16" WEST, 41.08 FEET, 2. SOUTH 44 DEG. 33' 15" WEST, 111.72 FEET, 3. SOUTH 13 DEG. 06'39" WEST, 174.05 FEET, 4. SOUTH 49 DEG. 52'31 " WEST, 280.23 FEET, 5. SOUTH 79 DEG. 26'38" WEST, 341.92 FEET, 6. SOUTH 71 DEG. 05' 53" WEST, 269.31 FEET, 7. NORTH 88 DEG. 14' 19" WEST, 186.97 FEET, 8. NORTH 73 DEG. 52' 21 " WEST, 195.34 FEET, 9. NORTH 58 DEG. 07'33" WEST, 202.31 FEET, 10. SOUTH 36 DEG. 59' 53" WEST, 183.11 FEET, 11. SOUTH 22 DEG. 12'04" WEST, 238.39 FEET, 12. SOUTH 37 DEG. 30' 57" WEST, 185.04 FEET, 13. SOUTH 53 DEG. 46'35" WEST, 198.28 FEET, 14. SOUTH 77 DEG. 56' 55" WEST, 337.90 FEET, 15. SOUTH 39 DEG. 46' 21 " WEST, 395.04 FEET, 16. NORTH 58 DEG. 23'43" WEST, 120.07 FEET, 17. NORTH 38 DEG. 00' 29" WEST, 375.51 FEET, 2 TO A 1/2" REBAR L.S. 3625, r 18. NORTH 56 DEG. 49'07" WEST, 202.19 FEET, 19. SOUTH 88 DEG. 12'21 " WEST, 205.55 FEET, 20. SOUTH 81 DEG. 08'08" WEST, 224.41 FEET, 21. SOUTH 51 DEG. 26' 55" WEST, 372.85 FEET, 22. SOUTH 56 DEG. 49' 14" WEST, 151.79 FEET, 23. SOUTH 73 DEG. 58' 39" WEST, 269.84 FEET, 24. NORTH 89 DEG. 40'06" WEST, 301.79 FEET, 25. SOUTH 64 DEG. 14'34" WEST, 145.88 FEET, 26. SOUTH 42 DEG. 24'44" WEST, 502.14 FEET, 27. SOUTH 24 DEG. 00' 29" WEST, 578.12 FEET, 28. SOUTH 07 DEG. 16'24" WEST, 493.24 FEET, 29. NORTH 75 DEG. 35'04" WEST, 105.94 FEET, 30. NORTH 41 DEG. 47'02" WEST, 204.18 FEET, 31. NORTH 88 DEG. 50' 31 " WEST, 165.95 FEET, 32. NORTH 61 DEG. 50'04" WEST, 126.83 FEET, 33. NORTH 18 DEG. 29'47" WEST, 148.57 FEET, 34. NORTH 03 DEG. 28'09" WEST, 198.60 FEET, 35. NORTH 31 DEG. 10' 52" WEST, 159.38 FEET, 36. NORTH 20 DEG. 43' 24" WEST, 415.88 FEET, 37. NORTH 02 DEG. 26'30" WEST, 273.39 FEET, 38. NORTH 31 DEG. 39'32" WEST, 221.92 FEET, 39. NORTH 17 DEG. 25' 34" WEST, 257.74 FEET, 40. NORTH 52 DEG. 00' 58" WEST, 335.69 FEET, 41. SOUTH 04 DEG. 53' 54" WEST, 228.32 FEET, 42. SOUTH 05 DEG. 19'06" EAST, 296.70 FEET, 43. SOUTH 01 DEG. 40'06" EAST, 553.00 FEET, 44. SOUTH 14 DEG. 47' 16" WEST, 948.60 FEET, 45. SOUTH 23 DEG. 42'08" WEST, 180.86 FEET, 46. SOUTH 15 DEG. 08' 31 " WEST, 247.00 FEET, 47. SOUTH 34 DEG. 02' 51 " WEST, 617.37 FEET, Order No. 402156 TO A 1/2" REBAR L.S. 3625, TO A 1/2" REBAR L.S. 3625, TO A 1/2" REBAR L.S. 3626, TO A 1/2" REBAR, L.S. 3625, IN THE CENTERLINE OF OREGON GULCH ROAD, AND THE END OF THE EASEMENT; FROM WHICH THE SOUTHEAST CORNER OF SAID SECTION 22 BEARS SOUTH 70 DEG. 36'49" EAST, 4674.50 FEET. THE BASIS OF BEARING IS THE CALIFORNIA COORDINATE SYSTEM ZONE II, AS ESTABLISHED BETWEEN D.W.R. STATION ZEBRA AND STATION SAWMILL L.O. TOWER. ALL DISTANCES ARE GRID AND MUST BE MULTIPLIED BY 1.0000902TO OBTAIN GROUND. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I, DESCRIBED HEREIN. PARCEL V: ALL THAT REAL PROPERTY SITUATED IN SECTION 22, TOWNSHIP 20 NORTH, RANGE 4 EAST, M.D.B. & M., AND BEING A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES, 60 FEET IN WIDTH LYING 30 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: BEGINNING AT A POINT ON THE EAST LINE OF SAID SECTION 22 FROM WHICH THE NORTHEAST CORNER OF SAID SECTION 22 BEARS NORTH 00 DEG. 16'52" WEST, 1118.38 FEET; THENCE NORTH 48 DEG. 42' 23" WEST, 214.28 FEET; THENCE NORTH 58 DEG. 23' 57" WEST, 90.51 FEET; THENCE NORTH 33 DEG. 36' 11 " WEST, 193.69 FEET; THENCE ALONG A TANGENT CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 100.00 FEET, A CENTRAL ANGLE OF 92 DEG. 50'30" THE ARC LENGTH OF WHICH IS 162.04 FEET; THENCE SOUTH 53 DEG. 33' 19" WEST, 807.79 FEET; THENCE ALONG A TANGENT CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 400.00 FEET, A CENTRAL ANGLE OF 49 DEG. 40'40" THE ARC LENGTH OF WHICH IS 346.82 FEET; 3 L Order No. 402156 THENCE NORTH 76 DEG. 46'01 " WEST, 31.92 FEET; THENCE ALONG A TANGENT CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 100.00 FEET, A CENTRAL ANGLE OF 22 DEG. 54'04" THE ARC LENGTH OF WHICH IS 39.97 FEET; THENCE SOUTH 80 DEG. 19' 55" WEST, 256.62 FEET; THENCE SOUTH 63 DEG. 40' 51 " WEST, 274.03 FEET; THENCE SOUTH 33 DEG. 29' 18" WEST, 389.34 FEET; THENCE SOUTH 23 DEG. 59'02" WEST, 237.48 FEET; THENCE SOUTH 10 DEG. 35'34" WEST, 181.52 FEET; THENCE SOUTH 04 DEG. 27' 28" WEST, 354.78 FEET; THENCE SOUTH 08 DEG. 01'48" WEST, 136.15 FEET; THENCE SOUTH 00 DEG. 48' 15" WEST, 109.10 FEET; THENCE ALONG A TANGENT CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 55.0 FEET, A CENTRAL ANGLE OF 134 DEG. 49'40" THE ARC LENGTH OF WHICH IS 129.43 FEET; THENCE NORTH 44 DEG. 22'05" WEST, 191.17 FEET; THENCE ALONG A TANGENT CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 150.00 FEET, A CENTRAL ANGLE OF 49 DEG. 22' 53" THE ARC LENGTH OF WHICH IS 129.28 FEET; THENCE SOUTH 86 DEG. 15'02" WEST, 18.01 FEET; THENCE ALONG A TANGENT CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 200.00 FEET, A CENTRAL ANGLE OF 95 DEG. 12' 51 " THE ARC LENGTH OF WHICH IS 332.36 FEET; THENCE NORTH 01 DEG. 27'53" EAST, 182.63 FEET; THENCE ALONG A TANGENT CURVE CONCAVE WESTERLY HAVING A RADIUS OF 100.00 FEET, A CENTRAL ANGLE OF 39 DEG. 24' 55" THE ARC LENGTH OF WHICH IS 68.79 FEET; THENCE NORTH 37 DEG. 57' 02" WEST, 111.27 FEET; THENCE NORTH 11 DEG. 16'20" WEST, 133.65 FEET; THENCE NORTH 31 DEG. 11'35" WEST, 121.79 FEET; THENCE NORTH 17 DEG. 30'41 " WEST, 206.11 FEET; THENCE NORTH 09 DEG. 44' 29" EAST, 142.55 FEET; THENCE NORTH 12 DEG. 56'55" WEST, 133.08 FEET; THENCE NORTH 37 DEG. 11'46" WEST, 174.30 FEET; THENCE NORTH 14 DEG. 21' 54" WEST, 263.03 FEET; THENCE NORTH 51 DEG. 30'39" WEST, 199.25 FEET; THENCE ALONG A TANGENT CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 75.00 FEET, A CENTRAL ANGLE OF 15 DEG. 00'09" THE ARC LENGTH OF WHICH IS 150.54 FEET; THENCE SOUTH 13 DEG. 29' 12" WEST, 93.89 FEET; THENCE SOUTH 05 DEG. 56'36" EAST, 493.52 FEET; THENCE SOUTH 07 DEG. 30'37" WEST, 144.72 FEET; THENCE SOUTH 11 DEG. 20'30" EAST, 199.01 FEET; THENCE SOUTH 16 DEG. 24'25" WEST, 507.13 FEET; THENCE SOUTH 13 DEG. 59'25" WEST, 502.86 FEET; THENCE SOUTH 29 DEG. 47'40" WEST, 121.19 FEET; THENCE SOUTH 13 DEG. 39'43" WEST, 286.57 FEET; THENCE SOUTH 42 DEG. 24' 23" WEST, 119.49 FEET; THENCE SOUTH 33 DEG. 52'00" WEST, 250.37 FEET; THENCE SOUTH 24 DEG. 47'38" WEST, 222.90 FEET; THENCE SOUTH 60 DEG. 16' 26" WEST, 39.70 FEET TO THE CENTERLINE OF THE OREGON GULCH ROAD, FROM WHICH THE NORTHEAST CORNER OF SAID SECTION 22 BEARS NORTH 49 DEG. 47'42" EAST, 5733.75 FEET. Assessor's Parcel No: 041-280-197 4 �:� Date: Q- S - O i SITE PLAN REVIEW APPLICATION AP# O�j I - 280 - i q 7 Permit Number (if applicable) APPLICANT INFORMATION Parcel Size: Z0 - O i a Owners Name: Owners Address: ' b9 63 W op bt`r• ►y -0Q, 4TH VI S9 C� Telephone No.: 5 8 C —) 47 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 ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel Other ❑ Septic ❑ Well ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) ❑ Approved , IM Conditionally Approved ❑ Resolve Problems Prior to Approval ® Site Plan Stamped Approved By ��9�- Date Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See , c,,ed) • Flood Zone: • Flood Panel No.: G8`L5C_ Index Date: 6-8-96 ❑ 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) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ----------------------------------------------------------------------------------------------------------------- ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: JIF-P — 20 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 SO4— 04'Side Side 2 C�- 3O Side Street Rear 3� Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Applicable Development Fees: Standard Fees ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ -NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other Amount Formula ------------------------------------------------------------------------------------------------------------------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit.' Parcel Created By n T Deeds: Date of Creation: Deed of Reference: Parcel Frontage on Publicly Maintained Road: Complies with County Standards for Deed Creation: Comments: Legal Access Provided: ❑ No Legal Access Required ❑ No ❑ No ❑ Yes, Road Name: ❑ No ❑ Yes . ❑ Yes ❑ Yes ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 151 Subdivision Map/Parcel Map: �y-;-�- �Av�N S�_Ac SU9 Map Date of Recording: H -`La- 81 Lot: ) LP ❑ Use Permit/Minor Use Permit Permit Number: Book: I 1'2 -- Date of Approval: 11 Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 Page: 01-] ❑ 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 on slopes steeper than 30%. 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. ❑ A plan prepared by a certified arborist, botanist or landscape architect that shows the existing on-site mature trees, located in any area proposed for buildings and vehicular access, and provides for methods to protect the trees identified to be preserved, shall be provided to and approved by the Planning Division prior to the issuance of building permits and/or prior to grading or vegetation removal. The removal of mature trees shall be minimized, where possible. A mature tree shall be defined as a tree with a trunk measuring 4 inches in diameter, 4 feet from ground level. Mature trees removed shall be replaced on a 3 -to -1 ratio, utilizing existing oak tree stock. Each tree to be preserved shall be surrounded by a circular zone (minimum 40 -foot radius) identified by an orange fence during construction activities. No vegetation removal, soil disturbance, or other development activities shall occur within the fenced area. ❑ 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. Page 4of5 ® MAO 2 ins iSs U taV)C,G O4� (CU I U -141 Y'4 &&l ernr— a --I o c k 2EvI _ "D D� t GAJ 1 N Al cLp �2i"�N LE LJ 11- t -a S'� 1 LS 51' V� ,) si�A var y a ACfZc VSCAr3t_C SCWI)�&C, b,SQoSA-L_ i�2G A S D3 O W A� W [,LLS AdL.r-- ' ti Op �D�' ►1-i�. S1-�lraD�p UgC,Ar3 SCW A -�� t�tSP05�1. �2,�`S , Summary of Specific Requirements: This information provided in'this summary is based on the application information and on the best available data at the time of review. CAMy Documents�Building Permit Site Plan Reviewl.doc Page 5 of 5 r E.H..HUSE Plot Plan Attached Floor Plan Attach Sant to S.D. �^�/to . TO: Building Department r� FROM: Environmental Health SUBJECT: Sanitation Clearance" 7p OVI he - a Owner c Location AP#�— Plan Approved for: Sewage Disposal Water Supply: Public Private Well -� Clearance for _ShoceUig:--O{�ierchao-vim Hold final for: Final clearance O.K. for: NOTE: Jk r,) 3 In I EnvironA Health Specialist Date 8/96 r. a . J111 2 0 �4 7 Courrcy UenjerurlVr • ,4po) Awe In - W f r rti VeR14 ofto 0/ id CAOS Vdow 41%b /'M000' • NN) df • 235 -% • APO O�ill-180-197 •y zor /G PAO/ 'v Env �� '7► ifl.. �;,i 31'' New 1-8 1-buse. py tUrs h-rn l 8 =100 s /'00 J dop 000� OW �� 610! ♦ COUNTY OF BUTTE Or6ilie, -California GENERAL CLAIM CLAIMANT: HELEN DOW ADDRESS: PO BOX 6314 CITY & STATE: OROVILLE, CA 95966-6314 DATE OF CLAIM: 1/22/98 SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERVICES IMPORTANT.• SEE INSTRUCTIONS ON REVERSE SIDE DATE DESCRIPTION OF CLAIM (DESCRIBE FULLY TO AVOID DELAY) AMOUNT OWNER DECIDED TO BUILD A GARAGE. (A.P. #041-280-197, B.P. #98-01AG, RECEIPT #231487, DATED 1/5/98. 014NER: HELEN DOW.) TOTAL AMOUNT PAID..............................$60.00 RETAIN REFUND PROCESSING FEE..................$25.00 TOTAL AMOUNT TO BE RETAINED ..................$25.00 TOTAL AMOUNT TO BE REFUNDED ....................$35.00 TOTAL $35. 00 I, the undersigned, declare under penalty of perjury that the services or articles claimed have been performed or delivered, and that this claim is true and correct as stated. / �`�;; ` Dated this ��� C /Jp day ofyn�19 ��at U/liG��C�~ ��� ,Y Signature of Claimant I, the undersigned, hereby certify that, to the best of my knowledge, the services or rticl specified abov h e bee performed or delivered and that there is a Budget Appropriation [ I or Specific Board Approval [ I (Check one) or th e. Dated this 22ND day of JAN. 19 98, at OROVILLE Calif. D partment Head or Authorized Deputy Dept. Code 440-002 Exp. Code 4210500 PAYABLE ADM CONSTRUCTION PERMITS FUND Dept. Code Exp. Code PAYABLE FROM FUND Dept Code Exp. Code PAYABLE FROM FUND DO NOT WRITE BELOW THIS LINE - AUDITOR'S USE ONLY DEPT. & SUB. PROJ. SUB. OBJ. CLAIM NO. INV. NO. INV. DATE ENCUMB. GROSS AMT. FOR BUILDING DIVISION USE: Receipt Information: Number: V I Date: Issued To. 'f-E-�I�Vl –Dc) (.c–D Amount: —(,2 (n% Fees Retained: "� Processing Fee Bldg Filing Fee: Plbg Filing Fee: Elec Filing Fee Mech Filing Fee: Energy P/C Fee: Plan Check Fee: Inspection Fee SRA Fee: ITotal Amount Retained TOTAL REFUND DUE $ $ 6-D v CLAIMANT'S NAME MAILING ADDRESS REFUND CLAIM APPLICATION ASSESSOR PARCEL #: RECEIPT NUMBER(S) Request a refund of fees paid on the above receipt number(s) for the following reasons: , Please refund any applicable fees in the following categories: (Check those categories which you wish to have refunded.) ( ) Building Permit Fees ( ) Sheriff Fees ( ) SRA Fees (CDF Fire Planning) ( ) Urban Area Fees Disposition of Plans: ( ) Plans returned to me at counter ( ) Please mail plans to me at above address. ( ) Please dispose of plans. SIGNATURE DATE 141-4Z24E PLEASE DATE AND SIGN THE ATTACHED COUNTY OF BUTTE GENERAL CLAIM FORM. DO NOT COMPLETE ANY OTHER INFORMATION ON THAT FORM. { N BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE — OROVILLE, CALIFORNIA 95965 — TELEPHONE: (916) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT le Agricultural building is defined as follows: Agricultural building is a structure designed anealtnot nstructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure . be a place of human habitation or a place of employment where agricultural products are processed, tre d, or packaged, nor shall it be a place used by the public. ASSESSOR PIC NO. ZONING OWNER l t / i ff�;-.,1 Y /f�� �c,�.l �_c/1Ovc/ PHONE NO. -2 OWN R'S ESS �� _, op -o ✓ LOCATION OF BUILDING i tAll P- CESS 10o 1 y 'ap ✓ IL Lc- USE OF BUILDING 18m 4G%4,,4L / Ae--Ta2 6% —,,o r— ! c.Lcie SIZE OF STRUCTURE 3 0 'X SO. FT. TYPE OF CONSTRUCTION: WOOD FRAME STEEL CONCRETE _� OTHER (Specdy) TYPE OF ING RMCOVERING FL�R TYPE L r..10an c ESTIMATED 60ST OF CONSTRUCTION $ Z', Coo. o AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows:C t , , 5 S '-' 2 s as- FRONT SIDES �, REAR 4%4,k - AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. AG Buildings must comply with Flood Zone requirements. Finish floor elevation must be at or above elevation USGS Datum. I declare under penalty of perjury that the building will be used as stated above and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the buildin is made, I will ntact the Building Division and obtain any necessary permits, inspections, and approvals to compl w. te require s in effect at that time and before occupant Date A..9 .c -tel �I Signature of Owner 42k) Permit Fee - $60.00 The above described AG dins is exempt from a hi inn nPrmit Receipt No. Manager Building Division By Date White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant V LAND DEVELOPMENT BUILDING / ENVIRONMENTAL HEALTH - PERMIT CLEARANCE Building Permit No. S" X uC✓C�©OWNERS NAME: t� NUMBER: QV PRINT LAST NAME RBST COUNTY ZONING DESIGNATION: Ef 2 d FLOOD ZONE: FLOOD MAP. APPROVED: CONDITIONALLY APPROVED: f/ RESOLVE PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS OR MAP ✓ 2C'• O/ �G DEED INFORMATION: DATE OF CREATION: DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO COMMENTS/CONDITIONS: MAP INFORMATION: DATE OF RECORDING. Z 8 .LOT w BOOK 112- PAGE /00 COMPLIANCE WITH OLD SUBDIV,4SION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES I/ NO. IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BU/LD/NG DIVISION UNLESS OTHERW/SENOTED. 1. Maintain a 50 ft. building setback from centerline of road. 2. Maintain a ft.building setback from right-of-way/centerline of _ 3. Comply with Zoning code for building setback from road. X 4. Maintain a 100 ft. leachfield setback from all existing wells. 5. Maintain a,50 ft. leachfield setback from 0 f2A/1v1j'6'iE C Es _ 6. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. X 7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. 8. Connect to a public water supply. _ 9. Connect to a public sewer system. _ 10. Automatic fire suppression'sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. _ 11. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ - f _ 12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) _ 13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. _ 14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Past to be made to the Flaming Dhdskn. _ 15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. _ 16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 17. Pay school impact mitigation fees. X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. _ 19. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. _ 20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. >61 21. ro c/ 1v o9A-p o/' -/s /4L,,,sr a,,— Vt9/Gl0:r-0 r, p 4 Phi Er G i tiE div c �I�vc C w ( r# So �L .s .S TL)d Y 22 23 24 25. 26 'Ala iN31Nd013A30 4NVl 311(18 30 UNf100 8661 8 0 N b f (13AI3338 LD 7/96 C:\WP51 VORMS.K\BLDGPERM.CLR Don Thurman r Thurman Construction 63393 County Rd. 48 Willows, CA 95988 Steel Fr�tm,� �©m,es a division of NCI Building Systems, L.P. Reference: Classic Job # 0107 —195291 Job Site: Oroville , California. . To Whom It May Concern: July 16 , 2001 This is to certify that the above referenced project have been designed and fabricated by Classic Steel Frame Home. The structure has been designed in accordance with AISI "Cold Formed Steel Design Manual' and research report CF 92-2, June 1992 of AISI with good engineering practice for the following engineering information provided in the purchase order. Governing Code for application of design loads: LUBC 97 and California Building Code 98 ` DEAD LOADS: ROOF DEAD LOAD: 9 PSF CEILING /ATTIC DEAD LOAD: 4 PSF FLOOR DEAD LOAD: N/A ROOF LIVE LOAD: 16 PSF r i CEILING /ATTIC LIVE LOAD: 10 PSF FLOOR LIVE LOAD: N/A ROOF SNOW LOAD: 20 PSF e WIND LOAD: 80 MPH e SEISMIC DATA: Zone 3 - This Letter of Certification applies solely to the steel framing of the project as furnished by Classic Steel Frame Homes, and it specifically excludes any foundation, masonry, or any general contract work. Sincerely, Shiva K. Sahai Professional Engineer 9 No. G 02873/ 01-0149 tsu Ff E COON ( I ►ILDING ®EPARTMENV Al, DQROVF November 4, 2001 Department of Development Services Building Division 7, County Center Drive Oroville, California 95965 c li oct,, @03MI MM -01 MMIM a division of NCI Building Systems, L.P. Reference: Classic Job #: 0107-195291 Job Site: Oroville, CA. Attention: Philo Hunt, P.E. / Plan Check Engineer Your Building Permit # 01-2149 This letter is in regards to the application of OSB Board and Hardy -Plank Siding to the steel frame home of above listed job. The structure can have OSB Board and Hardi-Plank Siding applied to the exterior. Sincerely, Shiva K. Sahai Professional Engineer Classic Steel Frame Homes 49QROFES,gj� No. C 028737 EXP I/z-- 2 { C►VIl� OF CAU�O�� Toll Free: 1 -800 -NCI -HOME (624-4663) 7301 Fairview Houston, Texas 77041 Phone: (713) 896-7425 Fax: (713) 896-8909 e-mail: classic@ncilp.com �Hr :3...8g:: -r•:: :��\:,.v>jw'. ,S��;ai� a,��7:- ��•y:r:L-1,. �I!•:zl�?t'j<a;;l:, r,g;! C•j; .'•� .,\• ._ - ��l�s �;y .a :1_,: .,Jrlf.ai�?vr: y ci •r: '' fir: �::'ii•' _ 1'r. .A<;�,{� i=», �) �::!L::;::!:f'!-��.,: ,,a.y:• �? 04ist1 'r(o�. P.t6f :.yi <��--1`t_.:r�:� :?.'i` '� `1 L!�`c N•'-J�'It,!^ ,e� :,!E,'l °?:It._ryl.•...1:!,r-:::r,. •��_Pr!.�Sil 4's, ;;i�- <�lE�'�._:�c�^`i:`;:.,: 'r• •....•r,Z•,• ,.r� .:r. .,:•%�< •�1 '�>i: - 1,•, .1, :+eT'-�-�-. .v:• �, .,�edi•:: TINE UP•CN,�:� ••.-.li`;IF.:y:Er,ii,,` I,-• ;r:,/,.,?�':+`i'?,, '] ;� '!:,. .:r.-�;;'.jr. .., ..��p•G. 8,1tiroY,.. .,.;:?:C ,.ii='•';r. a . 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I•: .'V s„ - Yui. �• `::f, `;; a , t: let% 0 7 4. r. l.. •Tf0 0. �ST �1'�x .•, . r: ... • ••GATb'.d0. .c'�: �. - ,..:I .,, ..�...,. :-., ::,'• i��`.i�: ter•.,, F.' - .... .(. h. .f '.I'• .r:'-i7•:y X00 �+:,.: � t �. '�94t•01 � T � i - .::.. •.., :...:.,., ...- ..........-.:c<!�:., ,;•;y....., -�•gl .::N ,G,..,= oiiic're z,. .r:. �._ ,�.�, ✓��a�c v.1 �.:;1.`r'•. t e eei��++gwOf`g0�, •�_� .�: .� �,SI `'tr Yrs- 'Q..e ..'riF..�T•..:•:) ..r_i: :•1'nj0'''Jv�•e• .1' ��`��:. `�.i:.•�• _ .......... ?�. �/ _ •,.ti is :r:c � .,_ ';,.. •- •• � .. .. NorthStar� ENGINEERING Civil Engineers • Planners • Surveyors STRUCTURAL CALCULATIC'""` PROJECT: Residence for Thurman Construction LOCATION: Oroville, California JOB NUMBER: 7446 DATE: August 13, 2001 CODES: California Building Code, 1998 Edition LOADS: Seismic Zone: 3 Wind Speed: 80 mph Exposure: C (Method 2 used, u.n.o.) Soil Bearing: 1500 psf (per CBC TABLE 18 -I -A) NOTES: Are Special Inspections required for Engineering Elements Designed by NorthStar Engineering? No NorthStar Engineering is not responsible for these calculations unless this sheet is stamped by a registered professional engineer and wet signed With RED or BLUE ink. GENERAL: Any structural or non-structural items that are not specifically addressed in the following calculations and or details are designed by others and are not the responsibility of NorthStar Engineering. Page 1 of BUTTE COUN TT SWILDING DEPARTMENV ADPD V� ` f t � By: MEM Date: 8/13/01 Job No: 7446 Page ;Z of NorthStar ENGINEERING 20 DECLARATION DRIVE CHICO, CA 95973 530-893-1600 FAX 530-893-2113 General Notes: 1. The engineer is responsible for the structural items as noted in the following calculations. Should any changes be made to the design as detailed in these calculations without written approval from the engineer then the engineer assumes no responsibility for the entire structure or portions thereof. 2. All water proofing and flashing (roofs, foundations, retaining walls, decks, garage floors, etc.) is the responsibility of the contractor or owner. 3. These calculations are based on a completed structure. Should an unfinished structure be subject to loads then the engineer shall be contacted for an interim design or if not, will assume no responsibility. 4. Building sites are assumed to be drained and free of clay or expansive soil. Any other conditions must be brought to the attention of the engineer. 5. These calculations assume stable, undisturbed soils, and level stepped footings. Any other conditions encountered must be brought to the attention of the engineer. 6. All footings shall bear on undisturbed soil with a footing depth below frost line (per local requirements). ASSUMED ALLOWABLE SOIL BEARING PRESSURE (Q) = 1.5 KSF t By: MEM NorthStar Date: 8/13/01 ENGINEERING Job No: 7446 Page 3 of FOOTING AT METAL BUILDING EXTERIOR COLUMN COLUMN FORCES: Vmax 6.3 KIPS Vup 0.4 KIPS Hout 1.2 KIPS TRY:, 1.5 FT. WIDE BY WITH A PEDESTAL 3 FT. LONG BY 1.5 FT. WIDE 3 FT. LONG 20 DECLARATION DRIVE CHICO, CA 95973 530-893-1600 FAX 530-893-2113 1 FT. THICK 0 FT. THICK CHECK UPLIFT: INCLUDE 3.90 FT. OF 0.33 FT. SLAB IN ALL DIRECTIONS & 3 FT. OF CONTINUOUS FOOTINC 1 FT. WIDE BY 1 FT. THICK (NOTE: IF PEDESTAL THICKNESS IS EQUAL TO ZERO, THEN A CONCRETE PEDESTAL IS NOT REQUIRED) WHERE: L = 3 FT (LENGTH OF THE FOOTING) W = 1.5 FT (WIDTH OF THE FOOTING) T 1 FT (THICKNESS OF THE FOOTING) Lslab = 3.90 FT (LENGTH OF THE SLAB) Tslab = 0.33 FT (THICKNESS OF THE SLAB) Lped = 3 FT (LENGTH OF THE PEDESTAL) Wped = 1.5 FT (WIDTH OF THE PEDESTAL) Tped = 0 FT (THICKNESS OF THE PEDESTAL) Lcont = 3 FT (LENGTH OF THE CONTINUOUS FOOTING) Wcont = 1 FT (WIDTH OF THE CONTINUOUS FOOTING) Tcont = 1 FT (THICKNESS OF THE CONTINUOUS FOOTING) Wdl = 2.61 KIPS DEAD WEIGHT OF CONCRETE RESISTING UPLIFT) Wdl = 2.61 KIPS > 0.43 KIPS OK Wdl = [(L * W * T) + (Lped * Wped * (Tped - Tslab)) + (Lped + Lslab) * (Wped +. Lslab) * Tslab + (Lcont * Wcont * (Tcont - Tslab)] * 0.15kcf CHECK FOR SOIL BEARING: q = (Vmax) / (W * L) q = 1.40 KSF < 1.5 KSF OK By: MEM NorthStar 20 DECLARATION DRIVE Date: 8/13/01 ENGINEERING CHICO, CA 95973 Job No: 7446 530-893-1600 Page <% of FAX 530-893-2113 FOOTING REINFORCEMENT REQUIRED: b= 18 IN M=q*(L/2)^2*W/2 M= 2.37 FT - K d= 8 I Mu=1.4*DL+1.7*LL ASSUME: Mu=1.6*M Mu = 3.79 FT - K TRY: row = 0.0034 WHERE: row = 0.0034 Fy = 60 KSI y b = 18 IN fc = 2.5 KSI d = 8 IN Mu(allow)=0.9* row* b*d*Fy*[d-0.5*(row*d*Fy)/(0.85*fc)]/12 Mu(allow) : 16.78 FT - K > 3.79 FT - K OK INCREASE BY 1/3 IF row < row(min) 1.000 row = 0.0034 As(reqd) = row * b * d As(reqd) = 0.49 IN^2 #5 REBAR REQUIRED = As(reqd) / 0.31 in^2 = 1.6 (NUMBER OF LONGITUDINAL BARS REQ'D.) USE: 00 1.5sFT WIDE 3 FT LONG 1 FT THICK 2 - #5 EACH WAY (3" CLEAR FROM BOTTOM) s By: MEM Date: 8/13/01 Job No: 7446 Page 5 of NorthStar ENGINEERING FOOTING AT METAL BUILDING INTERIOR COLUMNS COLUMN FORCES: Vmax 6.3 KIPS Vup 0.4 KIPS Hout 1.2 KIPS TRY: 2.25 FT. WIDE BY 2.25 FT. LONG BY WITH A PEDESTAL 2.25 FT. WIDE 2.25 FT. LONG 20 DECLARATION DRIVE CHICO, CA 95973 530-893-1600 FAX 530-893-2113 1 FT. THICK 0 FT. THICK CHECK UPLIFT: INCLUDE 3.90 FT. OF , 0.33 FT. SLAB IN ALL DIRECTIONS & 3 FT. OF CONTINUOUS FOOTINC 1 FT. WIDE BY 1 FT. THICK (NOTE: IF PEDESTAL THICKNESS IS EQUAL TO ZERO, THEN A CONCRETE PEDESTAL IS NOT REQUIRED) WHERE: L = 2.25 FT (LENGTH OF THE FOOTING) W = 2.25 FT (WIDTH OF THE FOOTING) T = 1 FT (THICKNESS OF THE FOOTING) Lslab = 3.90 FT (LENGTH OF THE SLAB) Tslab = 0.33 FT (THICKNESS OF THE SLAB) Lped = 2.25 FT (LENGTH OF THE PEDESTAL) Wped = 2.25 FT (WIDTH OF THE PEDESTAL) Tped = 0 FT (THICKNESS OF THE PEDESTAL) Lcont = 3 FT (LENGTH OF THE CONTINUOUS FOOTING) Wcont = 1 FT (WIDTH OF THE CONTINUOUS FOOTING) Tcont = 1 FT (THICKNESS OF THE CONTINUOUS FOOTING) Wdl = 2.70 KIPS DEAD WEIGHT OF CONCRETE RESISTING UPLIFT) Wdl = 2.70 KIPS > 0.43 KIPS OK Wdl = [(L * W * T) + (Lped * Wped * (Tped - Tslab)) + (Lped + Lslab) * (Wped + Lslab) * Tslab + (Lcont * Wcont * (Tcont - Tslab)] * 0.15kcf CHECK FOR SOIL BEARING: q = (Vmax) / (W * L) tq = 1.25 KSF < 1.5 KSF OK 0 By: MEM NOrthStar 20 DECLARATION DRIVE Date: 8/13/01 ENGINEERING CHICO, CA 95973 Job No: 7446 530-893-1600 Page (o of FAX 530-893-2113 FOOTING REINFORCEMENT REQUIRED: b= 27 IN M=q*(L/2)^2*W/2 M= 1.78 FT - K d= 8 I Mu=1.4*DL+1.7*LL ASSUME: Mu=1.6*M Mu = 2.84 FT -K TRY: row = 0.002 WHERE: row = 0.002 Fy = 60 KSI b = 27 IN fc = 2.5 KSI d = 8 IN Mu(allow)=0.9* row *b*d*Fy*[d-0.5*(row *d*Fy)/(0.85*fc)]/,12 Mu(allow) : 15.11 FT - K > 2.84 FT - K OK INCREASE BY 1/3 IF row < row(min) 1.333 row = 0.002666 As(reqd) = row * b * d As(reqd) = 0.58 IN^2 #5 REBAR REQUIRED= As(reqd) / 0.31 in^2 = 1.9 (NUMBER OF LONGITUDINAL BARS REQ'D.) USE: 2.25 FT WIDE 2.25 FT LONG 1 FT THICK 2 - #5 EACH WAY (3" CLEAR FROM BOTTOM) 0 By: MEM Date: 8/13/01 Job No: 7446 Page 7 of NorthStar ENGINEERING FOOTING AT METAL BUILDING CORNER COLUMN COLUMN FORCES: Vmax 3.8 KIPS Vup 0.4 KIPS Hout - 1.2 KIPS TRY: 1.5 FT. WIDE BY WITH A PEDESTAL 1.75 FT. LONG BY 1.5 FT. WIDE 1.75 FT. LONG 20 DECLARATION DRIVE CHICO, CA 95973 530-893-1600 FAX 530-893-2113 1 FT. THICK 0 FT. THICK CHECK UPLIFT: INCLUDE 3.90 FT. OF 0.33 FT. SLAB IN ALL DIRECTIONS & 3 FT. OF CONTINUOUS FOOTING 1 FT. WIDE BY 1 FT. THICK (NOTE: IF PEDESTAL THICKNESS IS EQUAL TO ZERO, THEN A CONCRETE PEDESTAL IS NOT REQUIRED) WHERE: L = 1.75 FT (LENGTH OF THE FOOTING) W = 1.5 FT (WIDTH OF THE FOOTING) T 1 FT (THICKNESS OF THE FOOTING) Lslab = 3.90 FT (LENGTH OF THE SLAB) Tslab = 0.33 FT (THICKNESS OF THE SLAB) Lped = 1.75 FT (LENGTH OF THE PEDESTAL) Wped = 1.5 FT (WIDTH OF THE PEDESTAL) Tped = 0 FT (THICKNESS OF THE PEDESTAL) Lcont = 3 FT (LENGTH OF THE CONTINUOUS FOOTING) Wcont = 1 FT (WIDTH OF THE CONTINUOUS FOOTING) Tcont = 1 FT (THICKNESS OF THE CONTINUOUS FOOTING) Wdl = 2.09 KIPS DEAD WEIGHT OF CONCRETE RESISTING UPLIFT) Wdl = 2.09 KIPS > 0.43 KIPS OK Wdl = [(L * W * T) + (Lped * Wped * (Tped - Tslab)) + (Lped + Lslab) * (Wped + Lslab) * Tslab + (Lcont * Wcont * (Tcont - Tslab)] * 0.15kcf CHECK FOR SOIL BEARING: q = (Vmax) / (W * L) • q = 1.46 KSF < 1.5 KSF OK 0 By: MEM NOrthStar 20 DECLARATION DRIVE Date: 8/13/01 ENGINEERING CH I CO, CA 95973 Job No: 7446 530-893-1600 Page & of FAX 530-893-2113 FOOTING REINFORCEMENT REQUIRED: b= 18 IN M=q*(L/2)^2*W/2 M= 0.84 FT - K d = 8 IN Mu = 1.4 * DL + 1.7 * LL ASSUME: Mu = 1.6 * M Mu = 1.34 FT - K TRY: row = 0.002 WHERE: row = 0.002 Fy = 60 KSI b= 18 IN f c = 2.5 KSI d= 8 IN Mu(allow)=0'9*row*b*d*Fy*[d-0.5*(row*d*Fy)/(0.85*fc)]/12 Mu(allow) : 10.08 FT - K > 1.34 FT - K OK INCREASE BY 1/3 IF row < row(min) 1.333 row = 0.002666 As(reqd) = row * b * d As(reqd) = 0.38 IN^2 #5 REBAR REQUIRED = As(reqd) / 0.31 in^2 = 1.2 (NUMBER OF LONGITUDINAL BARS REQ'D.) USE: 1.5 FT WIDE 1.75 FT LONG 1 FT THICK 2 - #5 EACH WAY (3" CLEAR FROM BOTTOM) r ° ° ° a a � sr ° ° P ° CA- cuLA���i a $ ° °• v e ami Don Thurman Thurman Construction 63393 County Rd. 48 Willows, CA 95988 a division of NO Building Systems, L.P. July I � , 2001 Reference: Classic Job # 0107 —195291 -M 8% -742c2 -7Z � Job Site: Oroville , California.. 4ILL L014 To Whom It May Concern: y tA60�Ll O1JWY �77©%i This is to certify that the above referenced project have been designed and fabricated by Classic Steel Frame Home. The structure has been designed in accordance with AISI "Cold Formed Steel Design Manual" and research report CF 92-2, June 1992 of AISI with good engineering practice for the following engineering information provided in the purchase order. Governing Code for application of design loads: UBC 97 and California Building Code 98 DEAD LOADS: ROOF DEAD LOAD: 9 PSF CEILING /ATTIC DEAD LOAD: 4 PSF FLOOR DEAD LOAD: N/A ROOF LIVE LOAD: 16 PSF CEILING /ATTIC LIVE LOAD: 10 PSF FLOOR LIVE LOAD: N/A ROOF SNOW LOAD: 20 PSF WIND LOAD: 80 MPH a.f SEISMIC DATA: Zone 3 r - This Letter of Certification applies solely to the steel framing of the project as furnished by Classic Steel Frame Homes, and it specifically excludes any foundation, masonry, or any general contract work. Sincerely, �r Shiva K. Sakai Professional Engineer 7 8UTTE Cour, r i BUILDING DEPARTMEN° APPR VED q/z '71 o/ /P. h� t CLASSIC JOB # JOB SITE:. F L L u I? G C, S1iEnimr%A-nnK1 Ceiling;Height: Ceillngistyle Porch ' Basement Roof: Wall: DESIGN CODE:-'--.'O".-Lr I F' SLoP E �2�5: 12) NO NU Material: M E TA L Decking Uo. t) Exterior 'O 5 B PL`( WOO D Bracing Load Specification Wind: 8 E7 MPH Snow 2 o LB/SF Seismic WNE 3 U, SF– 4 DEAD LOAD R°af:. ; 1�1 ETAL 'PSF f!Lwood 1 PSF Purlins a Fu -PSF --mn� 1/, PSF - ceiling. ' PSF TOTAL ..�:�_PSF Attic: Drywall ceiling 2 .. PSF Insulation I PSF I _ PSF TOTAL* 4* PSF Floor.: Plywood Deck Nva PSF _Drywall. Ceiling ' �� -PSF Flooroist_�! ' PSF Insulation ►� PSF -- PSF TOTAL 0 PSF- LIVE LOADS Roof: bC�_ PSF Snow, 20 PSF At— c: . PSF Ffoo �� PSF �_ . O PSF @ .0 E E�.I;N 4 CALCULATION WORKSHEET Order Na. i9iis(o,4,) PAGE �• OF I CLIENT -- JOB NUMBER ;. � ; : • ``i' SUBJECT BASED ON DRAWING NUMBER Lt.DG. Cot). BY BY APPROVED BY DATE CHECKED P Rod 1 -T' P E = _g Ca = b�.GCo Cv: _ 0-64- No: •64•No: _ o•4 9 2, :SEI SVni'C A-t4b W (L -L. NOT ACTS 72.. 12... -Te) 6 E -T H t -e- N 0 ....... THE- DESIGN ow. E vv D I S -r W -r I wt R. C4 2, :SEI SVni'C A-t4b W (L -L. NOT ACTS 72.. 12... -Te) 6 E -T H t -e- N 0 ....... THE- DESIGN C -L A 5.cS W 1 wt> MAY, 0 H T .'STILU C-cu-M� 26 (-1-). Is go* tn. P. H PS,F, LA ec- 7c PL00E-'-: L.w (t.. 13 PsF .WLU -L.uJ PsF PpLoOF F ww 0 OF _. (1,13 .� x Cl b, �}) x ,7, I <�`: Psi' L - Lu wO uj- PSF -'GIG v-s5C-- L oAi F^C,:-r 0.pl. M S PAC i N'(�' S,). Ac-ru AL- 71 x =k/FT Z 7:5 W3 (:74 s-:%= g >( -C Z ci b,.s - E3 LOCI 0 0 00 I -1-V 14 scrvb Lq 0- ( -17 Q Vd S;, Asn dl o VN I I t7 IZNI )41 )<c3 -?d -1; z 04 be s • CALCULATION SHEET PAGE OF PROJECT NO. I cf S Z 9 l CLIENT Tµ U R01 A N SUBJECT S -r F E Lr R h,w` Prepared By 5 ks Date PROJECT d c.t =T o N -r-4 Reviewed By Date 20 J` Approved By Date ���.t�:v o���T�` �Y �, �- Ax x x _ ZZ -5 x 12 _rg _ i %= K' Pn = = 8� -7 M n gI �o -_ O G 2 � ;,�� �,k LOAD �G.?-�pil• 11 38 N. G Rev. 11/94 —scat2"4'sq: tncm—'—` F051/General Zj1ylQr�r�� ?iv-3. L9 • ( - _ - • i�o►SS3��o� �� Z�' ' l = -� ( LO) 'I . x,U VpA .28 C (LG� SH 17 N7" �-S N O l i- 7 -DS —�-V N+1 /'S l� ._.. ---------- zZ �o9o�z�zj1• _ Ni -{� =.xW y►3�-�! NO11��S >I- oou • o00 � T T b�'.,�.. _X<✓�l 90'01 _ �� `�'17� -�Z • N N N rrr W W W W W W NN N C, aaa AAA nen 0 L c�NNE c�orl DEStC,N IBOETs 32'. s I nl G LE 5HEA{Z G�P�GIT`(= 522 `C{ � G Ll V &>0 LTG _ 2 C 4) 8 1.87 4-, 5 4 C 4, 54; + -7 - 6 d75 1-.10.5225 .ALL-OWAQ0 M 2 4' S4 kc .S•67 7,33 - - - � - �! < M At -Lo w /6L.E 2L S 2,2 (, 5 67 .) {- I. 537 ,(1.67) + 2 C 5,22)(,7- 33) Iq kit ... - �� �-� L ._fit,. �k . :� •. k. ,(,S CI-As's is • 8"X2",16( ATTACH TO SPO) SP07 • S TU 9 )9-�Z9) 4E RAFTER REF. RED IRON COLUMN d "C" 8" X 3 1/21' X 12 Ga. u FLAT STRAP 16 Ga. G )UTSIDE OF WALL AS SHOWN #8 X 1/2" PER FLAT STRAP Z STUD TYP. If #12 X 3/4" PER FLAT STRAP TO RED IRON COL. WALL BRACING SIDEWALL Ll OL45fle-'- BRACING SUPPORT COLUMN STUD REI x x 1 1S1-91 CEILING BEAM --\RACING SUPPORT COL. "C" 8"X2 -1/2"X16 Ga. ATTACHED TO C.B. WITH WN6 USING #12X3/4" SCREWS -6" FLAT STRAP 16 Ga. OUTSIDE OF WALL 2— #8 X 1/2" PER FLAT STRAP 'ER STUD TYP. 8— #12 X 3/4" PER FLAT STRAP TO RED IRON COLUMN ENDWALL BRACING TYP. DETAIL NOTE: ADJUST WALL BRACING AS PER WINDOW LOCATION .3 -6" FLAT STRAP 16 Ga. OUTSIDE OF WALL 2— #8 X 1/2" PER FLAT STRAP 'ER STUD TYP. 8— #12 X 3/4" PER FLAT STRAP TO RED IRON COLUMN ENDWALL BRACING TYP. DETAIL NOTE: ADJUST WALL BRACING AS PER WINDOW LOCATION CLASSIC COLUMN BASE (DOUBLE C) 4" SPACER PLATE JOB NO.— Q S 2 C ��32X12� z- s/a"o A325 THRU BOLT 4-- -(�— -(�-- �-- CHANNEL i CLIP ANGLE SPACER PLATE L 3" x 3" x 1/4", 2- 5/8"o A325 ANCHOR BOLTS 4" SPACER PLATE 1 7/8" 1 7/8" COLUMN REF. 'UBP" of I i I L3x3x1/4x0'-6' COLUMN REF. i i i i 5/8"0 x 7 5/8" HILTI HVA i 4.. I 5/8"0 x 2" A325 BOLT HHN, W/ 2— F436 WASHERS 1 3/4" ' I I 1 5/8 ' TYP. I I ' If I I � °• v . VFOUNDAnON REF.3 5/8" FOUNDATION REF. COLUMN—TO—FOUNDATION DETAIL UBP • FIGURE NO. 23-2—SEISMIC ZONE MAP OF THE UNITED STATES For areas outside of the United States, see Appendix Chapter 23. O J co C Z 0 v c _v Z D 0 0 v m 0 ( L 2A !A 0 FIGURE NO. 23-2—SEISMIC ZONE MAP OF THE UNITED STATES For areas outside of the United States, see Appendix Chapter 23. O J co C Z 0 v c _v Z D 0 0 v m • -w. i. unear interpolation between wind speed contours is accepiade. ^� 2 Caution in use of wind speed contours In mountainous regions of Alaska is advised. iio 3. Wind speed for Hewell is 90, Puerto Rico Is 95 and the Virgin Islands Is 110. 4. Wind speed may be assumed to be constant between the coastline and the nearest Inland contour. FIGURE NO. 23-1—MINIMUM BASIC WIND SPEEDS IN MILES PER HOUR Yahoo! Maps and Driving Directions ' CLASSIC. 19S291 Maps,- Yahoo! -Yellow Pages - Hetell; , • Powered by Mapquest.com (tm Yahoo! 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Small Business http://maps.yahoo.com/py/maps.py?Pyt=Tmap&addr—&city=Oroville&state=CA&slt=39.513... 7/13/01 MN/ELEM 8 2 STRUCTURE DATA 2 TYPE = PLANE NJ = 9 NM = 8 3 3 NE = 0 NS = 0 4 4 6 XMAX= 43.0 5 7 9 YMAX= 19.5 ZMAX= .0 1 5 1 8 6 UNIT F S T A A D P R E- P L O T(VERSION 23.OW ) DATE: JUL 13, 2001 TITLE: FRAME 1952918 User ID: S and S Engineers PAGE NO. 1 ************************************************** * S T A A D - III * Revision 23.0 * Proprietary Program of * Research Engineers, Inc. * Date= JUL 13, 2001 * Time= 19:22.50 * Build No. 1010.07.06 * USER ID: S and S Engineers ************************************************** 1. STAAD PLANE FRAME 195291B 2. *JOB: CLASSIC STEEL CALIFORNIA OROVILLE PROJECT 3. *FILE 195291B.STD 4. INPUT WIDTH 72 5. UNIT FEET KIP 6. JOINT COORDINATES 7. 1 0.000 0.000 8. 2 0.000 18.83 9. '3 18.00 15.08 10. 4 29.00 12.79 11. 5 40.00 10.50 12. 6 40.00 0.00 13. 8 18.00 0.00 14. 10 -3.00 19.455 15, 9 43.00 9.875 17, MEMBER INCIDENCES 18. 1 1 2 19. 2 2 3 20. • 3 3 4 21. 4 4 5 22. 5 5 6 23. 6 3 8 24. 7 5 9 25. 8 2 10 27. UNIT INCHES KIP 28. MEMBER PROPERTY AMERICAN 29. 7 8 PRI AX 1.69 IY 2.917 IZ 17.48 30. 1 6 5 PRI AX 3.38 IY 12.91 IZ 34.96 31. 2 3 4 PRI AX 1.93 IY 3.13 IZ 28.15 32. UNIT FEET KIP 33. SUPPORT - 34. 1 8 6 PINNED 35. CONSTANT 36. E STEEL ALL 37. DENSITY STEEL ALL 38. LOAD 1 DEAD 39. SELFWEIGHT Y -1. 40. MEMBER LOAD 41. * ROOF 42. 2 3 4 7 8 UNI GY -0.070 43. * ATTIC A if t s A, -A 0 0 FRAME 195291B *JOB: CLASSIC STEEL CALIFORNIA OROVILLE PROJ 44. 2 3 4 7 8 UNI GY -0.049 45. LOAD 2 LIVE ROOF • 46. MEMBER LOAD - 47. 2 3 4 7 8 UNI GY -0.150 48. *ATTIC 49. MEMBER LOAD 50. LOAD 3 WIND 51. MEMBER LOAD 52. 1 UNI GX 0.105 53. 5 UNI GX 0.07 54. 2 3 4 7 UNI GY 0.050 55. LOAD COMB 10 D + L 56. 1 1. 2 1. 57. LOAD COMB 11 D + W 58. 1 .75 3 .75 59. LOAD COMB 12 D L W 60. 1 0.75 2 .75 3 0.75 61. PERFORM ANALYSIS P R O B I, E M S T A T I S T I C S User ID: S and S Engineers -- PAGE NO. 2 NUMBER OF JOIN`S/MEMBER+ELEMENTS/SUPPORTS 9/ 8/ 3 ORIGINAL/FINAL BAND -WIDTH = 6/ 2 TOTAL PRIMARY LOAD CASES = 3, TOTAL DEGREES OF FREEDOM = 21 SIZE OF STIFFNESS MATRIX = 147 DOUBLE PREC. WORDS REQRD/AVAIL. DISK SPACE = 12.01/ 2047.7 MB, EXMEM = 1957.6 MB ++ Processing Element Stiffness Matrix. ++ Processing Global Stiffness Matrix. ++ Processing Triangular Factorization. ++ Calculating Joint Displacements. ++ Calculating Member Forces. f 62. PRINT REACTION 0 19:22:50 19:22:51 19:22:51 19:22:51 19:22:51 I j ., ZA c Z -TAT 9 • • El User ID: S and S Engineers FRAME 195291B -- PAGE NO. 3 *JOB: CLASSIC STEEL CALIFORNIA OROVILLE PROJ ************** END OF LATEST ANALYSIS RESULT ************** 63. PRINT MEMBER FORCES I 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0,00 0.00 . 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 SUPPORT ----------------- REACTIONS -UNIT KIP FEET STRUCTURE TYPE = PLANE JOINT LOAD FORCE -X FORCE -Y FORCE -Z MOM -X MOM -Y 1 1 0.09 1.62 0.00 0.00 0.00 2 0.11 1.68 0.00 0.00 0.00 3 01:08 c07743n 0.00 0.00 0.00 10 -0.20 oe�3:31mv 0.00 0.00 0.00 11 -0.74 0.89 0.00 0.00 0,00 12 -0.66 2.16 0.00 0.00 0.00 8 1 0.12 2.97 0.00 0.00 0.00 2 0.14 3.35 0.00 0.00 0.00 3 v0�53 X0:24 0.00 0.00 0.00 10 0y26 K6.32 0.00 0.00 0.00 11 -0.31 2.05 0.00 0.00 0.00 12 -0.20 4.56 0.00 0.00 0.00 6 1 -0.21 1.81 0.00 0.00 0.00 2 -0.25 2.02 0.00 0.00 0.00 3 -1.10 0.67 0.00 0,00 0.00 10 -0.47 1�3�83'_"N 0.00 0.00 0.00 11 -0.99 1.86 0.00 0.00 0.00 12 =1_:18 3.37 0.00 0.00 0.00 ************** END OF LATEST ANALYSIS RESULT ************** 63. PRINT MEMBER FORCES I 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0,00 0.00 . 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 User ID: S and S Engineers FRAME 195291B -- PAGE NO. 4 *JOB: CLASSIC STEEL CALIFORNIA OROVILLE PROJ • MEMBER ----------------- ENDFORCES STRUCTURE TYPE = PLANE ALL UNITS ARE -- KIP FEET MEMBER LOAD JT AXIAL SHEAR -Y SHEAR -Z TORSION MOM -Y MOM -Z 1 1 1 1.62 -0.09 0.00 0.00 0.00 0.00 2 -1.41 0.09 0.00 0.00 0.00 -1.75 2 1 1.68 -0.11 0.00 0.00 0.00 0.00 2 -1.68 0.11 0.00 0.00 0.00 -2.09 3 1 -0.43 1.08 0.00 0.00 0.00 0.00 2 0.43 0.90 0.00 0.00 0.00 1.74 10 1 3.31 -0.20 0.00 0.00 0.00 0.00 2 -3.09 0.20 0.00 0.00 0.00 -3.84 11 1 0.89 0.74 0.00 0.00 0.00 0.00 2 -0.73 0.74 0.00 0.00 0.00 -0.01 12 1 2.16 0.66 0.00 0.00 0.00 0.00 2 -1.99 0.82 0.00 0.00 0.00 -1.57 2 1 2 -0.12 1.02 0.00 0.00 0.00 2.32 3 -0.35 1.24 0.00 0.00 0.00 -4.31 2 2 -0.14 1.22 0.00 0.00 0.00 2.78 3 -0.42 1.48 0.00 0.00 0.00 -5.15 3 2 0.97 -0.24 0.00 0.00 0.00 -1.74 - 3 -0.97 0.24 0.00 0.00. 0.00 -2.67 10 2 -0.26 2.24 0.00 0.00 0.00 5.10 3 -0.77 2.72 0.00 0.00 0.00 -9.46 11 2 0.64 0.59 0.00 0.00 0.00 0.44 3 -0.99 1.11 0.00 0.00 0.00 -5.24 12 2 0.53 1.50 0.00 0.00 0.00 2.52 3 -1.30 2.22 0.00 0.00 0.00 -9.10 3 1 3 -0.10 1.53 0.00 0.00 0.00 6.11 4 -0.19 -0.15 0.00 0.00 0.00 3.30 2 3 -0.12 1.83 0.00 0.00 0.00 7.30 4 -0.22 -0.18 0.00 0.00 0.00 3.94 3 3 0.49 -0.58 0.00 0.00 0.00 -5.32 �4 -0.49 0.58 0.00 0.00 0.00 -1.19 10 3 -0.22 3.35 0.00 0.00 0.00 13.42 4 -0.41 -0.32 0.00 0.00 0.00 7.24 11 3 0.30 0.71 0.00 0.00 0.00 0.59 4 -0.51 0.32 0.00 0.00 0.00 1.58 12 3 0.20 2.08 0.00 0.00 0.00 6.07 4 -0.68 0.19 0.00 0.00 0.00 4.54 4 1 4 0.19 0.15 0.00 0.00 0.00 -3.30 5 -0.47 1.23 0.00 0.00 0.00 -2.81 2 4 0.22 0.18 0.00 0.00 0.00 -3.94 5 -0.57 1.47 0.00 0.00 0.00 -3.35 3 4 0.49 -0.58 0.00 0.00 0.00 1.19 5 -0.49 0.58 0.00 0.00 0.00 -7.70 • 1 E 0 • iN ll! :" E 0 • User ID: S and S Engineers FRAME 195291B -- PAGE NO. 5 *JOB: CLASSIC STEEL CALIFORNIA OROVILLE PROJ MEMBER ----------------- ENDFORCES STRUCTURE TYPE m PLANE ALL UNITS ARE -- KIP FEET MEMBER LOAD JT AXIAL SHEAR -Y SHEAR -Z TORSION MOM -Y MOM -Z 10 4 0.41 0.32 0.00 0.00 0.00 -7.24 5 -1.04 2.71 0.00 0.00 0.00 -6.16 11 4 0.51 -0.32 0.00 0.00 0.00 -1.58 5 -0.73 1.36 0.00 0.00 0.00 -7.88 12 4 0.68 -0.19 0.00 0.00 0.00 -4.54 5 -1.15 2.47 0.00 0.00 0.00 -10.40 5 1 5 1.69 0.21 0.00 0.00 0.00 2.23 6 --1.81 -0.21 0.00 0.00 0.00 0.00 2 5 2.02 0.25 0.00 0.00 0.00 2.66 6 -2.02 -0.25 0.00 0.00 0.00 0.00 3 5 0.67 0.37 0.00 0.00 0.00 7.70 6 -0.67 -1.10 0.00 0.00 0.00 0.00 10 5 3.71 0.47 0.00 0.00 0,00 4.90 6 -3.83 -0.47 0.00 0.00 0.00 0.00 11 5 1.77 0.43 0.00 0.00 0.00 7.45 6 -1.86 -0.99 0:00 0.00 0.00 0.00 12 5 3.28 0.62 0.00 0.00 0.00 9.45 6 -3.37 -1.18 0.00 0.00 0.00 0.00 6 1 3 2.80 ,-0.12 0.00 0.00 0.00 -1.80 8 -2.97_ 0.12 0.00 0.00 0.00 0.00 2 3 3.35 -0.14 0.00 0.00 0,00 -2.15 8 -3.35 0.14 0.00 0,00 0.00 0.00 3 3 -0.24 0.53 0.00 0.00 0.00 7.99 8 0.24 -0.53 0.00 0.00 0.00 0.00 ` 10 3 6.15 -0.26 0.00 0.00 0.00 -3.96 8 -6.32 0.26 0.00 0.00 0.00 0.00 11 3 1.92 0.31 G.00 0.00 0.00 4.64 8 -2.05 -0.31 0.00 0.00 0.00 0.00 12 3 4.43 0.20 0.00 0.00 0.00 3.03 8 -4.56 -0.20 0.00 0.00 0.00 0.00 7 1 5 -0.08 0.37 0.00 0.00 0.00 0.57 9 0.00 0.00 0.00 0.00 0.00 0.00 2 5 -0.09 0.45 0.00 0.00 0.00 0.69 9 0.00 0.00 0.00 0.00 0.00 0.00 3 5 0.00 0.00 0.00 0.00 0.00 0.00 9 0.00 0.00 0.00 0,00 0.00 0.00 10 5 -0.17 0.82 0.00 0.00 0.00 1.26 9 0.00 0.00 0.00 0.00 0.00 0.00 11 5 -0.06 0.28 0.00 0.00 0.00 0.43 9 0.00 0.00 0.00 0.00 0.00 0.00 12 5 -0.13 0.62 0.00 0.00 0.00 0.95 9 0.00 0.00 0.00 0.00 0.00 0.00 8 1 2 0.08 0.37 0.00 0.00 0.00 0.57 10 0.00.. 0.00 0.00 0.00 0.00 0.00 0 11 .,.Y: ..1 '" rr, .,�.;�'�rr 'a ';.'. �i�ti�i\::. Vii:: l.r�f •�r.',.•.._,�.�:,::".`ya _.1, .,. ., ,•t• .fir r .. °•i r..^: ��1. ... Jf ... ..irr .. •'t L, •. r.d: .1 .`i Vii. ... f. ?iir .,SF. �m FRAME 195291B *JOB: CLASSIC STEEL CALIFORNIA OROVILLE PROJ User ID: S and S Engineers -- PAGE NO. 6 MEMBER ENDFORCES 0.69 STRUCTURE TYPE = PLANE 0.00 ----------------- 0.00 0.00 1.26 0.00 0.00 ALL UNITS ARE -- KIP FEET 0.00 0.00 0.00 MEMBER LOAD JT AXIAL SHEAR -Y SHEAR -Z TORSION 2 2 0.09 0.45 0.00 0.00 10 0.00 0.00 0.00 0.00 3 2 0.00 0.00 0.00 0.00 10 0.00 0.00 0.00 0.00 10 2 0.17 0.82 0.00 0.00 10 0.00 0.00 0.00 0.00 11 2 0.06 0.28 0.00 0.00 10 0.00 0.00 0.00 0.00 12 2 0.13 0.62 0.00 0.00 10 0.00 0.00 0.00 0.00 ************** END OF LATEST ANALYSIS RESULT ************** 64. PRINT JOINT DISPLACEMENT ALL • MOM -Y MOM -2 0.00 0.69 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.26 0.00 0.00 0.00 0.43 0.00 0.00 0.00 0.95 0.00 0.00 User ID: S and S Engineers FRAME 195291B -- PAGE NO. 7 *JOB: CLASSIC STEEL CALIFORNIA OROVILLE PROJ • JOINT - DISPLACEMENT (INCH RADIANS) STRUCTURE TYPE = PLANE JOINT LOAD X -TRANS Y -TRANS Z -TRANS X-ROTAN Y-ROTAN Z-ROTAN 1 1 0.00000 0.00000 0.00000 0.00000 0.00000 0.00156 2 0.00000 0.00000 0.00000 0.00000 0.00000 0.00186 3 0.00000 0.00000 0.00000 0.00000 0.00000 -0.01108 10 0.00000 0.00000 0.00000 0.00000 0.00000 0.00342 11 0.00000 0.00000 0.00000 0.00000 0.00000 -0.00714 12 0.00000 0.00000 0.00000 0.00000 0.00000 -0.00574 2 1 -0.17616 -0.00349 0.00000 0.00000 0.00000 -0.00078 2 -0.21020 -0.00388 0.00000 0.00000 0.00000 -0.00093 3 1.38961 0.00100 0.00000 0.00000 0.00000 -0.00045 10 -0.38636 -0.00737 0.00000 0.00000 0.00000 -0.00171 11 0.91009 -0.00187, 0.00000 0.00000 0.00000 -0.00092 12 0.75244 -0.00478 0.00000 0.00000 0.00000 -0.00162 3 1 -0.17701 -0.00533 0.00000 0.00000 0.00000 -0.00031 2 -0.21125 -0.00618 0.00000 0.00000 0.00000 -0.00037 3 1.38561 0.00044 0.00000 0.00000 0.00000 -0.00195 10 -0.38826 -0.01151 0.00000 0.00000 0.00000 -0.00068 11 0.90644 -0.00367 0.00000 0.00000 0.00000 -0.00170 12 0.74801 -0.00830 0.00000 0.00000 0.00000 -0.00197 4 1 -0.23144 -0.26628 0.00000 0.00000 0.00000 -0.00054 2 -0.27627 -0.31792 0.00000 0.00000 0.00000 -0.00064 3 1.41666 0.15543 0.00000 0.00000 0.00000 0.00214 10 -0.50771 -0.58420 0.00000 0.00000 0.00000 -0.00117 11 0.88891 -0.08314 0.00000 0.00000 0.00000 0.00121 12 0.68171 -0.32158 0.00000 0.00000 0.00000 0.00073 5 1 -0.17729 -0.00225 0.00000 0.00000 0.00000 0.00252 • 2 -0.21160 -0.00259 0.00000 0.00000 0.00000 0.00300 3 1.38290 -0.00086 0.00000 0.00000 0.00000 -0.00667 10 -0.38889 -0.00484 0.00000 0.00000 0.000QO 0.00552 11 0.90421 -0.00233 0.00000 0.00000 0.00000 -0.00311 12 0.74551 -0.00427 0.00000 0.00000 0.00000 -0.00086 6 1 0.00000 0.00000 0.00000 0.00000 0.00000 0.00085 2 0.00000 0.00000 0.00000 0.00000 0.00000 0.00102 3 0.00000 0.00000 0.00000 0.00000 0.00000 -0.01337 10 0.00000 0.00000 0.00000 0.00000 0.00000 0.00187 11 0.00000 0.00000 0.00000 0.00000 0.00000 -0.00939 12 0.00000 0.00000 0.00000 0.00000 0.00000 -0.00863 8 1 0.00000 0.00000 0.00000 0.00000 0.00000 0.00162 2 0.00000 0.00000 0.00000 0.00000 0.00000 0.00194 3 0.00000 0.00000 0.00000 0.00000 0.00000 -0.01051 10 0.00000 0.00000 0.00000 0.00000 0.00000 0.00356 11 0.00000 0.00000 0.00000 0.00000 0.00000 -0.00667 12 0.00000 0.00000 0.00000 0.00000 0.00000 -0.00521 10 1 -0.17120 0.02015 0.00000 0.00000 0.00000 -0.00062 2 -0.20430 0.02428 0.00000 0.00000 0.00000 -0.00073 3 1.39296 0.01709 0.00000 0.00000 0.00000 -0.00045 10 -0.37550 0.04443 0.00000 0.00000 0.00000 -0.00135 11 0.91632 0.02793 0.00000 0.00000 0.00000 -0.00080 12 0.76309 0.04614 0.00000 0.00000 0.00000 -0.00135 0 0 r'� •: r:'t•i x: �... er:/�•ti.:7r� A.. �. ..w .. .��. „ �. . � .. .. V...,x!Y .. *,�1 "�N _'... • • ..`t. 1' ., �y,-",'I r'7"e . .:z r. �'`.•f"Y.i ,.1 A,.. r•. r"%�; �'il , t,�._ ;i: 'Lx , s 0 User ID: S and S Engineers FRAME 195291B -- PAGE NO. 8 *JOB: CLASSIC STEEL CALIFORNIA OROVILLE PROJ • JOINT DISPLACEMENT (INCH RADIANS) STRUCTURE TYPE = PLANE - JOINT LOAD X -TRANS Y -TRANS Z -TRANS 9 1 -0.15932 0.08386 0.00000 2 -0.19016 0.10015 0.00000 3 1.33290 -0.24087 0.00000 10 -0.34948 0.18401 0.00000 11 0.88018 -0.11776 0.00000 12 0.73757 -0.04265 0.00000 X-ROTAN Y-ROTAN Z-ROTAN 0.00000 0.00000 0.00235 0.00000 0.00000 0.00280 0.00000 0.00000 -0.00667 0.00000 0.00000 0.00515 0.00000 0.00000 -0.00324 0.00000 0.00000 -0.00113 ************** END OF LATEST ANALYSIS RESULT ************** 65. FINISH *************** END OF STAAD-III *************** **** DATE= JUL 13,2001 TIME= 19:22:51 **** ********************************************************* * For questions on STAAD-III, contact: * Research Engineers, Inc at Build No. 1010.01.06 * * West Coast: Ph- (714) 974-2500 Fax- (714) 921-2543 * * East Coast: Ph- (978) 688-3626 Fax- (978) 685-7230 * 0 . MN/ELEM 10 8 2 STRUCTURE DATA 2 TYPE = PLANE NJ = 10 NM = 11 3 3 NE = 0 NS = 0 4 4 6 XMAX= 43.0 5 7 YMAX= 19.5 14 9 9 ZMAX= .0 1 0 5 1 8 6 UNIT EE KIP S T A A D P R E- P L O T (VERSION 23.OW) DATE; JUL 13, 2001 TITLE: FRAME 195291A User ID: S and S Engineers PAGE NO. 1 •* S T A A D - IIl * * Revision 23.0 * Proprietary Program of * Research Engineers, Inc. * Date= JUL 13, 2001 * Time= 19:11:53 * Build No. 1010.01.06 * USER ID: S and S Engineers 1. STAAD PLANE FRAME 195291B 2. *JOB: CLASSIC STEEL CALIFORNIA OROVILLE PROJECT 3. *FILE 195291B.STD 4. INPUT WIDTH 72 S. UNIT FEET KIP 6. JOINT COORDINATES 7. 1 0.000 0.000 8. 2 0.000 18.83 9. 3 18.00 15.08 10. 4 29.00 12.79 11. 5 40.00 10.50 12. 6 40.00 0.00 13. 7 29.00 0.00 14. 8 18.00 0.00 15. 10 -3.00 19.455 16. 9 43.00 9.875 18. MEMBER INCIDENCES • 19. 1 1 2 20. 2 2 3 21. 3 3 4 22. 4 4 5 23. 5 5 6 24. 6 3 8 25. 7 5 9 26. 8 2 10 27. 9 4 6 28. 10 5 7 29. 14 4 7 30. UNIT INCHES KIP 31. MEMBER PROPERTY AMERICAN 32. 7 8 14 PRI AX 1.69 IY 2.917 IZ 17.48 33. 1 6 5 TO PRI AX 3.38 IY 12.91 IZ 34.96 34. 2 3 4 PRI AX 1.93 IY 3.13 IZ 28.15 35. 9 TO 10 PRI AX .36 IY 0.0001 IZ 1.00 36. UNIT FEET KIP t 37. SUPPORT 38. 1 7 8 6 PINNED 39. MEMBER TRUSS 40. 9 TO 10 41. CONSTANT 42. E STEEL ALL /I hh, 0 0 E FRAME 195291B *JOB: CLASSIC STEEL CALIFORNIA OROVILLE PROJ 43. DENSITY STEEL ALL 44. LOAD 1 DEAD • 45. SELFWEIGHT Y -l; 46. MEMBER LOAD 47. * ROOF 48. 2 3 4 7 8 UNI GY -0.070 49. * ATTIC 50. 2 3 4 7 8 UNI GY -0.049 51. LOAD 2 LIVE ROOF 52. MEMBER LOAD 53. 2 3 4 7 8 UNI GY -0.150 54. *ATTIC 55. MEMBER LOAD 56. LOAD 3 WIND 57. MEMBER LOAD 58. 1 UNI GX 0.105 59. 5 UNI GX 0.07 60. 2 3 4 7 UNI GY.- 0.050 61. LOAD COMB 10 D + L 62. 1 1. 2 1., 63. LOAD COMB 11 D + W 64. 1 .75 3 .75 65. LOAD COMB 12 D L W 66, 1 0.75 2 .75 3 0.75 67. PERFORM ANALYSIS P R O B L E M S T A T I S T I C S ----------------------------------- User ID: S and S Engineers -- PAGE NO. 2 NUMBER OF JOINTS/MEMBER+ELEMENTS/SUPPORTS = 10/ 11/ 4 • ORIGINAL/FINAL BAND -WIDTH = 7/ 3 TOTAL PRIMARY LOAD CASES = 3, TOTAL DEGREES OF FREEDOM = 22 SIZE OF STIFFNESS MATRIX = 220 DOUBLE PREG. WORDS REQRD/AVAIL. DISK SPACE = 12.02/ 2047.7 MB, EXMEM = 1957.6 MB ++ Processing Element Stiffness Matrix. 19:11:53 ++ Processing Global Stiffness Matrix. 19:11:53 ++ Processing Triangular Factorization. 19:11:53 ++ Calculating Joint Displacements. 19:11:53 ++ Calculating Member Forces. 19:11:53 68. PRINT REACTION 11 ,�:1 -. �.1, .'^J .<� ..'1J• �t Yt } !, � .�F L. i �' a{r IJt-.. Ta•,»• • • User ID: S and S Engineers FRAME 195291B -- PAGE NO. 3 *JOB: CLASSIC STEEL CALIFORNIA OROVILLE PROJ . SUPPORTREACTIONS -UNIT KIP FEET STRUCTURE TYPE - = PLANE JOINT LOAD FORCE -X FORCE -Y FORCE -Z MOM -X MOM -Y MOM Z 1 1 0.08 1.66 0.00 0.00 0.00 0.00 2 0.10 1.73 0.00 0.00 0.00 0.00 3 -0.87 -0.06 0.00 0.00 0.00 0,00 10 0.18 %3;39zi 0.00 0.00 0.00 0.00 11 -0.59 1.20 0.00 0.00 0.00 0.00 12 -0.51 2.50 0.00 0.00 0.00 0.00 7 1 0.09 1.38 0.00 0.00 0.00 0.00 2 0.10 1.53 0.00 0.00 0.00 0.00 3 -0.87 0.00 0.00 0.00 0.00 10 0.19 X2:9.1'% 0.00 0.00 0.00 0.00 11 -0.59 0.06 0.00 0.00 0.00 0.00 12 _-0.51 1.21 0.00 0.00 0.00 0.00 8 1 -0.06 2.26 0.00 0.00 0.00 0.00 2 -0.08 2.49 0.00 0.00 0.00 0.00 3 0.01 r --072-6a 0.00 0.00 0.00 0.00 10 -0.14 q--781 0.00 0.00 0.00 0.00 11 -0.04 1.50 0.00 0.00 0.00 0.00 12 -0.10 3.37 0.00 0.00 0.00 0.00 6 1 -0.11 1.22 0.00 0.00 0.00 0.00 2 -0.12 1.29 0.00 0.00 0.00 0.00 3 -0=f99A 1.62 0.00 0.00 0.00 0.00 10 -0.23 2.51 0.00 0.00 0.00 0.00 11 -0.82 2.13 0.00 0.00 0.00 0.00 12 -0.91 %3_:10) 0.00 0.00 0.00 0.00 • ************** END OF LATEST ANALYSIS RESULT ************** 69. PRINT MEMBER FORCES 0 . �'L"' ..,.� .'. . rl ✓. .,. .. L �. r � w .S .��,: tr �.'. 1 a � � ? ii1�L )� �. .:.''...'�j . i.)Gy'.S.e ;a;:11 31 A �m • FRAME 195291B *JOB: CLASSIC STEEL CALIFORNIA OROVILLE PROJ User ID: S and S Engineers -- PAGE NO. 4 • MEMBER ENDFORCES STRUCTURE TYPE = PLANE -------------- ALL UNITS ARE -- KIP FEET MEMBER LOAD JT AXIAL SHEAR -Y SHEAR -Z TORSION MOM -Y 1 1 1 1.66 -0.08 0.00 0.00 0.00 0.00 2 -1.45 0.08 0.00 0.00 0.00 -1.59 2 1 1.73 -0.10 0.00 0.00 0.00 0.00 2 -1.73 0.10 0.00 0.00 0.00 -1.89 3 1 -0.06 0.87 0.00 0.00 0.00 0.00 2 0.06 1.11 0.00 0.00 0.00 -2.25 10 1 3.39 -0.18 0.00 0.00 0.00 0.00 -2 -3.18 0.18 0.00 0.00 0.00 -3.48 11 1 1.20 0.59 0.00 0.00 0.00 0.00 2 -1.04 0.89 0.00 0.00 0.00 -2.87 12 1 2.50 0.51 0.00 0.00 0.00 0.00 2 -2.34 0.97 0.00 0.00 0.00 -4.29 2 1 2 -0.13 1.06 0.00 0.00 0.00 2.16 3 -0.34 1.20 0.00 0.00 0.00 -3.47 2 2 -0.16 1.26 0.00 0.00 0.00 2.58 3 -0.40 1.44 0.00 0.00 0.00 -4.14 3 2 1.10 0.17 0.00 0.00 0.00 2.25 3 -1.10 -0.17 0.00 0.00 0.00 0.83 10 2 -0.30 2.32 0.00 0.00 0.00 4.74 3 -0.74 2.64 0.00 0.00 0.00 -7.61 11 2 0.72 0.92 0.00 0.00 0.00 3.30 • 12 3 2 -1.07 0.60 0.78 1.87 0.00 0.00 0.00 0.00 0.00 0.00 -1.98 5.24 3 -1.,38 1.85 0.00 0.00 0.00 -5.09 3 1 3 -0.15 0.83 0.00 0.00 0.00 2.51 4 -0.14 0.55 0.00 0.00 0.00 -0.96 2 3 -0.18 0.99 0.00 0.00 0.00 3.00 4 -0.16 0.66 0.00 0.00 0.00 -1.14 3 3 1.16 -0.09 0.00 0.00 0.00 -0.65 4 -1.16 0.09 0.00 0.00 0.00 -0.33 10 3 -0.33 1.82 0.00 0.00 0.00 5.51 4 -0.30 1.21 0,00 0.00 0.00 -2.10 11 3 0.76 0.56 0.00 0.00 0.00 1.39 4 -0.97 0.48 0.00 0.00 0.00 -0.97 12 3 0.62 1.30 0.00 0.00 0.00 3.64 4 -1.10 0.97 0.00 0.00 0.00 -1.83 4 1 4 -0.17 0.70 0.00 0.00 0.00 1.12 5 -0.11 0.68 0.00 0.00 0.00 -1.04 2 4 -0.21 0.83 0.00 0.00 0.00 1.33 5 -0.14 0.82 0.00 0.00 0.00 -1.25 3 4 0.46 0.04 0.00 0.00 0.00 0.17 5 -0.46 -0.04 0.00 0.00 0.00 0.28 0 0 • 7 User ID: S and S Engineers FRAME 195291B -- PAGE NO. 5 *JOB: CLASSIC STEEL CALIFORNIA OROVILLE PROJ MEMBER ----------------- ENDFORCES STRUCTURE TYPE = PLANE ALL UNITS ARE -- KIP FEET MEMBER LOAD JT AXIAL SHEAR -Y SHEAR -Z TORSION MOM -Y MOM -Z 10 4 -0:38 1.53 0.00 0.00 0.00 2.45 5 -0.25 1.50 0.00 0.00 0.00 -2.29 11 4 0.21 0.55 0.00 0.00 0.00 0.96 5 -0.43 0.48 0.00 0.00 0.00 -0.57 12 4 0.06 1.18 0.00 0.00 0.00 1.96 5 -0.53 1.10 0.00 0.00 0.00 -1.51 5 1 5 1.01 0.04 0.00 0.00 0.00 0.47 6 -1.13 -0.04 0.00 0.00 0.00 0.00 2 5 1.21 0.05 0.00 0.00 0.00 0.56 6 -1.21 -0.05 0.00 0.00 0.00 0.00 3 5 0.87 -0.39 0.00 0.00 0.00 -0.28 6 -0.87 -0.34 0.00 0.00 0.00 0.00 10 5 2.22 0.10 0.00 0.00 0.00 1.03 6 -2.34 -0.10 0.00 0.00 0.00 0.00 11 5 1.41 -0.26 0.00 0.00 0.00 0.14 6 -1.50 -0.29 0.00 0.00 0.00 0.00 12 5 2.32 -0.22 0.00 0.00 0.00 0.56 6 -2.41 -0.33 0.00 0.00 0.00 0.00 6 1 3 2.09 0.06 0.00 0.00 0.00 0.96 8 -2.26 -0.06 X0.00 0.00 0.00 0.00 2 3 2.49 0.08 0.00 0.00 0.00 1.14 8 -2.49 -0.08 0.00 0.00 0.00 0.00 • 3 3 -0.26 -0.01 0.00 0.00 0.00 -0.18 8 0.26 0.01 0.00 0.00 0.00 0.00 10 3 4.58 0.14 0.00 0.00 0.00 2.10 8 -4.75 -0.14 0.00 0.00 0.00 0.00 11 3 1.37 0.04 0.00 0.00 0.00 0.58 8 -1.50 -0.04 0.00 0.00 0.00 0.00 12 3 3.24 0.10 0.0.0 0.00 0.00 1.44 8 -3.37 -0.10 0.00 0.00 0.00 0.00 -7 1 5 -0.08 0.37 0.00 0.00 0.00 0.57 9 0.00 0.00 0.00 0.00 0.00 0.00 2 5 -0.09 0.45 0.00 0.00 0.00 0.69 9 0.00 0.00 0.00 0.00 0.00 0.00 3 5 0.00 0.00 0.00 0.00 0.00 0.00 9 0.00 0.00 0.00 0.00 0.00 0.00 10 5 -0.17 0.82 0.00 0.00 0.00 1.26 9 0.00 0.00 0.00 0.00 0.00 0.00 11 5 -0.06 0.28 0.00 0.00 0.00 0.43 9 0.00 0.00 0.00 0.00 0.00 0.00 12 5 -0.13 0.62 0.00 0.00 0.00 0.95 9 0.00 0.00 0.00 0.00 0.00 0.00 8 1 2 0.08 0.37 0.00 0.00 0.00 0.57 10 0.00 0.00 0.00 0.00 0.00 0.00 0 i .. � •�' ' . � �. . 1 � �• . �. .', .t. "t .. � .. � � � r I• . .. 1 ;+, � �I r, �. 1: .,� _ 1 • ! ' n � • � • ' � .. • w� .. 1 - � .. F ' • . � .. ." ' i 1 1 ., .l� � .. , f �� M1 e .. J . � � .. �1 • .. 1. .. . . � _ r •. _. - l � � , - � 1 1 . a • r � User ID: S and S Engineers FRAME 195291B -- PAGE NO. 6 *JOB: CLASSIC STEEL CALIFORNIA OROVILLE PROJ is MEMBER-END-FORCES STRUCTURE TYPE = PLANE ALL UNITS ARE -- KIP FEET MEMBER LOAD JT AXIAL SHEAR -Y SHEAR -Z TORSION MOM -Y MOM -Z 2 2 0.09 0.45 0.00 0.00 0.00 0.69 10 0.00 0.00 0.00 0.00 0.00 0.00 3 2 0.00 0.00 0.00 0.00 0.00 0.00 10 0.00 0.00 0.00 0.00 0.00 0.00 10 2 0.17 0.82 0.00 0.00 0.00 1.26 10 0.00 0.00 0.00 0.00 0.00 0.00 11 2 0.06 0.28 0.00 0.00 0.00 0.43 10 0.00 0.00 0.00 0.00 0.00 0.00 12 2 0,13 0.62 0.00 0.00 0.00 0.95 10 0.00 0.00 0.00 0.00 0.00 0.00 9 1 4 0.09 0.01 0.00 0.00 0.00 0.00 6 -0.10 0.01 0.00 0.00 0.00 0.00 2 4 0.11 0.00 0.00 0.00 0.00 0.00 6 -0.11 0.00 0.00 0.00 0.00 0.00 3 4 0.99 0.00 0.00 0.00 0.00 0.00 6 -0.99 0.00 0.00 0.00 0.00 0.00 10 4 0.20 0.01 0.00 0.00 0.00 0.00 6 -0.21 0.01 0.00 0.00 0.00 0.00 11 4 0.81 0.01 0.00 0.00 0.00 0.00 6 -0.82 0.01 0.00 0.00 0.00 0.00 12 4 0.89 0.01 0.00 0.00 0.00 0.00 6 -0.90 0.01 0.00 0.00 0.00 0.00 10 1 5 0.10 0.01 0.00 0.00 0.00 0.00 7 -0.11 0.01 0.00 0.00 0.00 0.00 2 5 0.12 0.00 0.00 0.00 0.00 0.00 7 -0.12 0.00 0.00 0.00 0.00 0.00 3 5 -1.18 0.00 0.00 0.00 0.00 0.00 7 1.18 0.00 0.00 0.00 0.00 0.00 10 5 0.21 0.01 0.00 0.00 0.00 0.00 7 -0.23 0.01 0.00 0.00 0.00 0.00 11 5 -0.81 0.01 0.00 0.00 0.00 0.00 7 0.80 0.01 0.00 0.00 0.00 0.00 12 5 -0.73 0.01 0.00 0.00 0.00 0.00 7 0.72 0.01 0.00 0.00 0.00 0.00 14 1 4 1.22 -0.01 0.00 0.00 0.00 -0.16 7 -1,30 0.01 0.00 0.00 0.00 0.00 2 4 1.45 -0.01 0.00 0.00 0.00 -0.19 7 -1.45 0.01 0.00 0.00 0.00 0.00 3 4 -0.48 0.01 0400 0.00 0.00 0.17 7 0.48 -0.01 0.00 0.00 0.00 0.00 10 4 2.68 X0.03 0.00 0.00 0.00 -0.35 7 -2.75 0.03 0.00 0.00 0.00 0.00 11 4 0.55 0.00 0.00 0.00 0.00 0.01 7 -0.61 0.00 0.00 0.00 0.00 0.00 0 • .. �t..'... Sl':'7� i i ;':�.. t�. a �� ih �:'•. x' ;ni r.a {. .;I•`.. +.rR . J •,...,'•f' :Nbi • FRAME 195291B J *JOB: CLASSIC STEEL CALIFORNIA OROVILLE PROJ ME - - MBERENDFORCES STRUCTURE TYPE = PLANE ALL UNITS ARE -- KIP FEET MEMBER LOAD JT AXIAL SHEAR -Y SHEAR -Z 12 4 1.65 -0.01 0.00 7 -1.70 0.01 0.00 User ID: S and S Engineers -- PAGE NO. 7 TORSION 0.00 0.00 ************** END OF LATEST ANALYSIS RESULT ************** 70. PRINT JOINT DISPLACEMENT ALL 0 MOM -Y 0.00 0.00 User ID: S and S Engineers FRAME 195291B -- PAGE NO. 8 *JOB: CLASSIC STEEL CALIFORNIA OROVILLE PROJ JOINT DISPLACEMENT (INCH RADIANS) - STRUCTURE TYPE = PLANE JOINT LOAD X -TRANS Y -TRANS Z -TRANS X-ROTAN Y-ROTAN Z-ROTAN 1 1 0.00000 0.00000 0.00000 0.00000 0.00000 0.00071 2 0.00000 0.00000 0.00000 0.00000 0.00000 0.00085 3 0.00000 0.00000 0.00000 0.00000 0.00000 -0.00332 10 0.00000 0.00000 0.00000 0.00000 0.00000 0.00156 11 0.00000 0.00000 0.00000 0.00000 0.00000 -0.00195 12 0.00000 0.00000 0.00000 0.00000 0.00000 -0.00132 2 1 -0.00130 -0.00358 0.00000 0.00000 0.00000 -0.00141 2 -0.00148 -0.00399 0.00000 0.00000 0.00000 -0.00168 3 0.03826 0.00014 0.00000 0.00000 0.00000 0.00198 10 -0.00278 -0.00757 0.00000 0.00000 0.00000 -0.00309 11 0.02772 -0.00258 0.00000 0.00000 0.00000 0.00043 12 0.02661 -0.00558 0.00000 0.00000 0.00000 -0.00083 3 1 -0.00179 -0.00401 0.00000 0.00000 0.00000 0.00069 2 -0.00209 -0.00460 0.00000 0.00000 0.00000 0.00083 3 0.03392 0.00049 0.00000 0.00000 0.00000 -0.00032 10 -0.00389 -0.00862 0.00000 0.00000 0.00000 0.00152 11 0.02409 -0.00265 0.00000 0.00000 0.00000 0.00028 12 0.02252 -0.00610 0.00000 0.00000 0.00000 0.00091 4 1 -0.00176 -0.00395 0.00000 0.00000 0.00000 -0.00018 2 -0.00206 -0.00455 0.00000 0.00000 0.00000 -0.00022 3 .0.03127 0.00152 0.00000 0.00000 0.00000 0.00000 10 -0.00382 -0.00850 0.00000 0.00000 0.00000 -0.00040 11 0:02213 -0.00182 0.00000 0.00000 0.00000 -0.00014 12 0.02059 -0.00524 0.00000 0.00000 0.00000 -0.00030 • 5 1 2 -0.00115 -0.00135 -0.00138 -0.00155 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00024 0.00029 3 0.02959 -0.00112 0.00000 0.00000 0.00000 0.00011 10 -0.00250 -0.00293 0.00000 0.00000 0.00000 0.00053 11 0.02133 -0.00187 0.00000 0.00000 0.00000 0.00026 12 0.02032 -0.00304 0.00000 0.00000 0.00000 0.00048 6 1 0.00000 0.00000 0.00000 0.00000 0.00000 -0.00011 2 0.00000 0.00000 0.00000 0.00000 0.00000 -0.00013 3 0.00000 0.00000 0.00000 0.00000 0.00000 -0.00065 10 0.00000 0.00000 0.00000 0.00000 0.00000 -0.00024 11 0.00000 0.00000 0.00000 0.00000 0.00000 -0.00056 12 0.00000 0.00000 0.00000 0.00000 0.00000 -0.00066 7 1 0.00000 0.00000 0.00000 0.00000 0.00000 0.00011 2 0.00000 0.00000 0.00000 0.00000 0.00000 0.00013 3 0.00000 0.00000 0.00000 0.00000 0.00000 -0.00030 10 0.00000 0.00000 0.00000 0.00000 0.00000 0.00023 11 0.00000 0.00000 0.00000 0.00000 0.00000 -0.00015 12 0.00000 0.00000 0.00000 0.00000 0.00000 -0.00005 8 1 0.00000 0.00000 0.00000 0.00000 0.00000 -0.00033 2 0.00000 0.00000 0.00000 0.00000 0.00000 -0.00040 3 0.00000 0.00000 0.00000 0.00000 0.0000Q -0.00012 10 0.00000 0.00000 0.00000 0.00000 0.00000 -0.00073 11 0.00000 0.00000 0.00000 0.00000 0.00000 -0.00034 12 0.00000 0.00000 0.00000 0.00000 0.00000 -0.00064 User ID: S and S Engineers FRAME 195291B -- PAGE NO. 9 *JOB: CLASSIC STEEL CALIFORNIA OROVILLE PROJ JOINT DISPLACEMENT (INCH RADIANS) STRUCTURE TYPE = PLANE ------------------ JOINT LOAD X -TRANS Y -TRANS Z -TRANS X-ROTAN Y-ROTAN Z-ROTAN 10 1 0.00835 '0.04260 0.00000 0.00000 0.00000 -0.00124 2 0.01003 0.05110 0.00000 0.00000 0.00000 -0.00148 3 0.02344 -0.07101 0.00000 0.00000 0.00000 0.00198 10 0.01839 0.09370 0.00000 0.00000 0.00000 -0.00272 11 0.02385 -0.02131 0.00000 0.00000 0.00000 0.00055 12 0.03137 0.01701 0.00000 0.00000 0.00000 -0.00056 9 1 -0.00023 0.00287 0.00000 0.00000 0.00000 0.00008 .2 -0.00028 0.00343 0.00000 0.00000 0.00000 0.00009 3 0.03039 0.00271 0.00000 0.00000 0.00000 0.00011 10 -0.00051 ' 0.00630 0.00000 0.00000 0.00000 0.00017 11 0.02261 0.00419 0.00000 0.00000 0.00000 0.00014 12 0.02241 0.00676 0.00000 0.00000 0.00000 0.00020 ************** END OF LATEST ANALYSIS RESULT ************** 71. FINISH *************** END OF STAAD-III *************** **** DATE= JUL 13,2001 TIME= 19:11:53 **** ********************************************************* * For questions on STAAD-III, contact: * Research Engineers, Inc at Build No. 1010.01.06 * * West Coast: Ph- (714) 974-2500 Fax- (714) 921-2543 * * East Coast: Ph- (978) 688-3626 Fax- (978) 685-7230 * ********************************************************* 0 "fit IA N, Mar- r3LvqJ20 x 23 - K 1 +441 -e,-1 -3040 3*40 45"A > 7 7 -7L ZP4 2'W 4J) a L & N a W - 1*1 v WlOeIomm AWAVAY 2. FIZAPJ.ebtZ .4r we Tl+ ',--e5-,.ovaehmqs ;oo v�lq eMEATe- :t � 1 Ar m-14 w es"r Pt t14 u V, tj4s? sze->o K V &FLAT 00 I<IrCJ4 EW IMATH /al)Sa-T ro cczAM-AT7y- 40 ANSULArl6m MIN,k3o XbOF- W m17-1 0 L2- WA4.4.-s PES lMF-[r=JZ- VeWriL.ATl9nW AN 17 -r'\YWPb&v5 VINYL. 41'06I)ELF- 14UMCq eic6r ATyia FAt,,-i ul/ ew i L-rj%K/ -Mr-VMo5,pM To E Y, WA J) 4 tzco� N�� �� �-1��`T;+�2 Ai-T-Mz"Tr,- tTzeaN oam- Dime, 5tvnMCI 15 1410 ej z \V06P 62 MASON I Tr- Pf'MP'* Ig5 i t7i t\j C-7 •--- Fj W) -V4 f 'Al 6J"r ELIC Tru CAL. Ito VOLT n-Zj 1-1 Al�T \:V,,l gr? EW EaA-r6 X- - W I Z V6Lr-- -- m4cjzv p - L4 -m P t\). 0 W60 P - -Jujw4 I hIq nAE,�- MWAC SO "pr 46'14ep+Tr- rz- Ta ol ..POO V -Z -I e) LL rE- c? LAs s, I I I 1 I I 1 I I � , I I I I I �I I 1 I I I, 1 I I I I r I I I 1 I I � , I , I dA thIYMN:Q.npxAiHK: rvIW ro�r.+dunw«n ii I I I I A • r Y i I }4 I I CDF FIRE ISAFE REQUIREMENTS I t l pt' 1 p t; I f '✓� I AP# _ I PERMIT;# NAME - 'II I, �w I e are required Under authort of P.RC.�k290,: he 'following check d'items r q _I Y j by, the Butte County Fire Department and .are made)a part of this permit. These requirement s: arelminimums andlwill be superseded by Butte County local regulations,, which equal or e.rceed these standards,. Field inspections well be made by the Butte S`cunty Building Department far I'I compliance. 1Maintenancel X272..'00 of. Mefens`ible Space. To ensure °continued maintenance p p ante ;with these of ro erties ,in conform ` standards andlmeasures and to assure continued avail- abilty, access and ut 3ization .of the��,defen'J. sible; space provided for in'these,;•stan ardOil, annual maintenance must :be provide) for by the;ianci owner-, 1 Drivewau Staizdrds I id est 1273.02 Surface. All drive'way;surfac and,structures (br. g , I 1273.0'7 (culverts and other a' :rteeiant )structures whs'ch supple-; ment the bed ;:or shoulders j' shall .provide' a b.' ' roadway struct'ed access, to convent,i�onal drive vehic. es, includ; 1,1 ing sedans and�'fire apparatus weighing. 'up to 40, 00.0II Fu pounds. X273 03'i, Grade. Not to exceed'16 percent unlessipave d.'I 12,73i. 04 Driveways Radius l �I 1. N o road`wa shall have a `horilzontal : Inside , radius of ' Y I curvature' of'iess;than 50 feet and addi ional sur- Face width) of 4i feet-sh211 ne added to curves of 50- 100fd#t (radius; , 2 feet;• co those from b,0-200 £set: �'�' I I , an' roadwa 's exclusive The length of vertical_ `e;urves y 2. Th g I i I I' , 1 I , of ditche'sl and drainage'stzuctures designed i ,gutters, to "hold or divert water sh A1' Ibe not less than 10.0 .i -feet ,. , I L e it d , 'will have a in..mum ,turning [ 127+3-d'S Turnarounds. If r qu et , } l radius of 40 feet from the cent erlof the road."it 1273.05 `Turnouts.); Shall beta minimum of`10 feet wide and 3'0 feed long with='a miizimum 25 foot taper on each endo I, 01 12.70.10 Width A1'1 dri� veways shall proved e a'minimum 10 foot I" trakfidl lane and sUnobbtructedl vertical cleax:}�nc of 1S �' feet along its'ent�ire length. ; I Page 1 O'k II l I l , 1, , I I r' I I I I II I I l , I , it i h ' �.I , a 1 � i. i +• i .,. II �pl''�"(IIL"`1�Y"1 YWh'""I'�'�*+`TM" it! ILII �.I I I W - � � it �. rx t 17 "Y'�151 kth 1 I llr 7 ,. I I oda P 1 .I ' t � I ! it ,I I I.: ! I r PPle .; �. wnere 'a IJAM-way ivc,ui ..,.... .. .�. . -�,- -- proviaiea° entrance-, a, =�50 'foit turning -radius shall be ' unob- I used. clod- 000 uei MocYzfi:aation, i -�, ' 1276.01 Setback f°�r Struc,tute Lie"fensxble Spaceio. ` A11,pariels 1 acre and larger shall provide a'mini '6c,ces'sor and mum.3�0 foot. ae;tba.c,c for:�'bu,sldings`' Y��� from al pr`operty lines and/or the center, us ofild`ings of th'61 road f 50 - 2, F.or paxcels,less than 1 acre;; local jurisdi ction' a shall provide for the same Practical effect. See' i� Other �tegiiirem entsbelow. uaive' igned n 100' �� ' I I I ;r i' � i I' ] 1276.02 Disposal,' �of Vegetation ,and Fuels Disposal, including, remob'al to �a landfillsite; chi` in ;; bu , in burning or PP g ry'. g , a foveal b the local jurisdiction;, of flamm bre Y i PP, , vegetation and fouls d2,Wsed by site development and. thing` con'structiion; ,�roa3,'�'snd duriveWay constr1actiori and ,fusel ! mod ficatiion. shall ;ba c mpi�t;ed pry or to cot�pletion c,f �� �'' �� road construc;ti.on `�r f_ial ir�apc.aion� of a buiil�ding, nd 3'0� ndb � permit.. ' foot of i r . 0. Page2 ; , y� r N4 �twwrir' fi 4Mw Gorr, C .