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066-200-011
20M=0 -0 - An 92_285 BPEMLLANIX,,Gary FIRE DAMAGE REPORT 6567 Huron Ct; Magalia DATE ( Z -0 new sf . - - r .066-20-0-011 93-3180 B COMPLAINT TO INSPECTOR MULLANIX;•`GARY 6567 HURON CT,-MAGALIA ADDL 3SQ FTG/SF 7 7Alb� 066-20-0 1 0 I D 0-1002 GULB EN, & TINA 6567 ON O `G = . ADD 11®24? Q! 066-200-011 01-3015 GULBRANSEN, MIKE & TINA 6567 HURON CT, MAGALIA WORKSHOP REPLACE 00-1002 066-200-011 0;346 GULBRANSEN, MIKE 6557 HURON CT, MAGALIA D ConCAAMROA CONSTRUCTION REMOVE WALL/ADD JACUZZI.. 10 —14 066-200-011 ---04-3181 GULB`RAWSEN, MICHAEL 6567 HURON CT, MAGALIA �r Cont. DSP BUILDING FIRE DAMAGE REPAIR J'S� 066-200-011 05.0592 GULBRANSEN, MIKE Q 6567 I-IURON CT, MAGALIA-Iir CONT:`RON BUNCH �t 1 1 IX FIRE DAMAGE 1 b+ 1 1 I I i iI I i r' D 0-1002 GULB EN, & TINA 6567 ON O `G = . ADD 11®24? Q! 066-200-011 01-3015 GULBRANSEN, MIKE & TINA 6567 HURON CT, MAGALIA WORKSHOP REPLACE 00-1002 066-200-011 0;346 GULBRANSEN, MIKE 6557 HURON CT, MAGALIA D ConCAAMROA CONSTRUCTION REMOVE WALL/ADD JACUZZI.. 10 —14 066-200-011 ---04-3181 GULB`RAWSEN, MICHAEL 6567 HURON CT, MAGALIA �r Cont. DSP BUILDING FIRE DAMAGE REPAIR J'S� 066-200-011 05.0592 GULBRANSEN, MIKE Q 6567 I-IURON CT, MAGALIA-Iir CONT:`RON BUNCH �t 1 1 IX FIRE DAMAGE 1 b+ 1 .-� cfli � �cs��; o -:--, ---- NOTES_ t RESIDENTIAL 066200-011 03-3469 PERMIT NO. GULBRANSEN, MIKE t 6557 HURON CT,*MAGALIA Cont: AAMROA CONSTRUCTION , +REMOVE WALL/ADD JACUZZI.. 11 SPECIAL CONDITIONS -11 CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) C) (^ c) S ' Signature E COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT 0 �- 1p" ASSESSOR PARCEL NUMBER 066-2W 00-011 ZONING BUILDING PERMIT OWNER MIKE GUI P"EN TELEPHONE 873-3344 so. Fr, I OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 6567 HURON CT MAGIALIA 95954 cm' CONTRACTOR'S NAME AAMROA CONSTRUCTION 00. TELEPHONE 1 533-1127 CONTRACTORS MAILING ADDRESS 311 OAKVALE AVE OROVILLE 95966 CONSTRUCTION LENDER LENDERS MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Permit Fee $ 135.00 Plan Checkin Fee $ 87.75 BUILDING ADDRESS 6553 HIMON Cls PWALTA 95954 Energy Plan Checking Fee $ $ PERMIT FEE [Each $ 242.75 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Trap 3 7.00 21.00 Solar or heat pump water heater 23.00 Water piping 15.0015.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel 8Utilities ❑ Installation ❑ Other ❑ KIN Describe Work: RM WAMO App JACUZZI, REPLACE SHa<M, SINK IN OTHER ROOM Gas i in system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE S 71.00 ELECTRICAL PERMIT Filing Fee 20.00 800VMain Service A OR LEOR SS 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 i in full force and effect. �� ��� License Class LIC. No. OWNER -BUILDER DECLARATION I herebyaffirm under penalty of perjury that I am exempt from the Contractors License P nY P J rY p 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 Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR a ACC. BLDS. So 3.5¢FT; CONS. N0NFRESID MULTI -OUTLET @7,50 POWER APPARATUS 8 SINGLE OurtET CIR. Dn Ex. OCCU . OUTLET OR FIXTURES aAL @' 0 EX. OCCU FUCED APPLNs. OR ourLETs RESID. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 L " PERMIT FEE $ - 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 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation 4.50 4. r PERMIT FEE S 4.50 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.) �O I certify that in the performance of the work for which this permit is issued, I shall not employ any person in anyf manner so as to become subject to workers' laws of California, and agree that f I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those pfovisions. X / f `��/ t / +' L� Date / A) ItJ _ Signature of -Applicant - ❑ Owner ❑ Contractor ❑ Agerd An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 0 CONST. TYPE TOTAL FEE $ _81.25 HAZ. D. FEES IMP FLOOD CDF PARCEL PD HD ISSUEcompensation �. This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have -By r � PERMIT EXPIRES PN the applicable provisions Resolutions to do work been paid. f �( Date ! ' � Date Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT J = OK 0 = Not OK . = NotReadyable MOBILE HOMES. Date MOBILE HOME UTILITIES (Plans) OK except #'s 8. 1. Zoning Requirements -Setbacks -Easements 4. 2. Soils; Special MH Support Sketch 5. 3. Sewer; Location -Test -Fall -C/0 -Concrete 6. 4. Water; Location -Test -Easement Needed (Sketch) Date 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Card B-1 Date Card B-1 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or / /" L "ft./ P LPG Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verifv #'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 7. Well Clearance & Disconnect 2. 8. Utility Clearance 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors Date Electric Card B-1 Date Card B-1 Date 9. Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 11. 1. Zoning Requirements -Setbacks -Easements Braced Wall Panels '2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas'and Electricity Tagged' 9. Tie Downs -Type -Installation Cert. 10. Exits;, Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verifv #'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/0 -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 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing 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 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test 57. Siding -Nailing Veneer Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled Date 27. Romex Installed Close to Edge of Studs & C.J. Date 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Date 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 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 0 Yes O No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector 70. Stairs & Rails Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound _ 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties- Purl in -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 O Yes _ 83. Following Instld./Drive O Yes 0 No/Walks O Yes 0 No/Planters 0 Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: NOTES -NE-SDENTIAL ( - 3 (�^ 066-20-0-011 —04 -092 -- PERMIT N0. GULBRAIlSEN; MIKE & TINA 1 6567 HURON COURT, MAGALIA ` ADD WORKSHOP M1� 7 t 4 '1 N' �r= W` ;s JOB FINALED (Date) Signature �1oC �1M 11'�G/l 1 ,1 M1� r JOB FINALED (Date) Signature �1oC �1M 11'�G/l 066-200-011 01-3015 GULBRANSEN, MIKE & TINA 6567 HURON CT, MAGALIA WORKSHOP REPLACE 00-1002 Cao- ov2", r Y d a + ry I� r I .I } I� J 066-200-011 01-3015 GULBRANSEN, MIKE & TINA 6567 HURON CT, MAGALIA WORKSHOP REPLACE 00-1002 Cao- ov2", r COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County"Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 (Rev. 12/96) APPLICATION AND PERMIT � LI � ZONING 8-1 BUILDING PERMIT OWNER �+ �r�'�� ��qq����pp���������� i7i[lfii Bill tl�A�Pl�fllil►71L1 TELEPHONE SQ. FT. OCC. BUILDING VALUATION �t ti 2% V 4752 OWNER'S MAILING ADDRESS 6%7 HAM 0=0 WaUJAI CA 959-% O RAC PIS NAME am TELEPHONE CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 6752 ARCHITECT OR ENGINEER LICENSE NO. Flin Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDREESSSS 6%7DR 7 � WW9 NIrllY+:d! Energy Plan Checking Fee $ $ PERMIT FEE s92.00 LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat um water heater 23.00 Water piping 15.00 Each gas water heater of vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: W � +�c�1� Gas piping system 1 - 5 outlets 15.00 Buildingsewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEk $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200AORLES3 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. ❑ 1 am exempt under Sec. Business and Professions ode 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 ,000A 46.00 NEW CONST. DWELLING OCCUP. OR ACDNS. ( a ACC. BUDS. s° 3.50 , N. MULTI-OUTLETN=T @7,50 a SINGLE OUTLET CIR. PSOr APPARATUS UTLET Ex. OCCII OFIXEDARFDITUREs 20 @ I.00 EI .)OR Ex. Occup. o xunFrs Ro O.R. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $29-25 MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one y hundred dollars permit is issued, I shall llars ($100) or less.) I certify that in the performance of the work for which this 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' cotripensation provisions of section 3700 of the Labor Code, I shall forjhwith comply with those provisions. /of X Date // , _ 1 ; /. /_ Signature of"Applicant - �O Owner>;,❑ Contractor ❑Agent An OSHA permit is required for excavations.over 5'0" dee and demolition or construction of structures over 3 stories in•height. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE �', A TOTAL FEE $ l� HAZ. D. FEES IMP FLOOD COF PARCEL PD HD IS This permit is hereby issued under the applicable the Butte County Code and/or Resolutions indibated apove for which fees have been %at By D PERMIT EXPIRES ON.S.-B.D. provisions to do work paid. e l t/�7 ate) o. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT E .... .: -.. _ ,-.� �. tN.. � :� b+ 417` m , ^,:..-'.'.'�4�.r i.- v . _ ., � .i-. _ r x M . _ . .• .., .. ... . COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County•Center Drive • Oroville, California 95965 • Telephone (530)538-75 1 PERMIT"NO. (Rev. 12/96) APPLICATION AND PERMIT �`� ASSESS O PiAR�CE U Z-oi I � 11Tll�yy ZONINO� I BUILDING PERMIT OWNER Aril3 TINA '�T "� � TELEP� ONE 34� `? SO. FT. OCC. BUILDING VALUATION ,. .OWNERSbM� , Murssm COURT, MALTA CA 95954 2�i4 it 4.752 CONrRACTOR'S •NAME _ IVRPT TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filin Feb $ 20.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Permit Fee $ 7 l U Plan Checking Fee $ AA Rn, BUILDINGADDRESS TI SA UTTR?(M fY►TTi�T lkfi�r_ TTA• Energy Plan Checking Fee $ - -. _ $ PERMIT FEE $ 1 3Q Rtl LOT NO. SUBDIVISIONS NAME PARCEL*MAP PLUMBING PERMIT Filing Fee 1 20.00 USEOFSTRUCTURE SF ❑; Duplex ❑ ' Mobilehome ❑ Other SPECIFY - Each Trap 1 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each, as water heater or vent 15.00 TYPE OF WORK New ❑ Addition OR Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: ADD WORKSHOP Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service A 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 4w for the following reason: 9' 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 A TO Service ,000A 46.00 NEW CONST. DWELLINGMain - s0 9 .2S OR ADDNS. a ACC. BLDOCCUP.S. 3.5¢F; NEW CONST.MULTI-OUTLET CIRCUITS @7.50 NON•RESID. POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. DunETDR+REs eA20 @':w FIXED APPLNS. OR Ex. Occup. OUTLETS RESID• EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 29.2`5 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit 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 MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE S Policy Number (rhe above sections need not be completed if the permit is for work ofa valuation 4 of one hundred dollars ($100) or less.) O 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. j l / /iif / / .j� f =b tDate iR/ i`/ i`,," D_X riature of Applicant - ❑Owner ❑"Contractor ❑ Agerit An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in4height!' ^ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ II CONST: TYPE TOTAL FEE $ ' HAZ. D. FEES IMP' FLOOD ` CDFr PARCEL t� yam, PD HD . / 1-/ ASSUE% ,� This permit is hereby issued under the applicable provisions of the Butte County, Code and/or Resolutions to do work indicatedbove for which fees have been paid. // By , a Date A�11111611 - PERMIT EXPIRES OVehlo 9 Date Receipt No. L9444C I �/7!)V WHITE-D.D.S.-B.D. CANARY -ASSESSORS PINK -INSPECTOR GOLDENROD•APPLICANT ./ = OK 0 = Not OK = Not Applicable =Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 5. 1. Zoning Requirements -Setbacks -Easements 6. 2. Soils; Special MH Support Sketch 7. 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) -e 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 10. 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or/ /"L"ft./ /'LPG 11. 7. Well Clearance & Disconnect 1t. 8. Utility Clearance Date J&itojCard Date B-1 Date Card B-1 Card B-1 Date Card B-1 Date Date FINAL (Plans) OK except #'s Card B-1 Date Card B-1 Date Setbacks -Easements Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector ` 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVE , CARPORTS GA Plans) OK except #'s Z ,ng Requirements -Setbacks -Easements Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4 4. Wood Awn.; Posts- Bea ms- Rftrs.-Con nectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. EJ6ctric M mg.; Sills-Anchors-Studs-Rftrs-Trusses -e Siding; Nailing-Veneer-Stucce-Mesh 10. Roof; Shthg-Roofing f 11. t.; Steps -Doors -Landings 1t. raced Wall Panels 1 _0"/ f Date J&itojCard Date B-1 Date Card B-1 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 4 ,/ = OK 0 = Not OK - = Not Applicable =Not Ready RESIDENTIAL (; Date 46. Underfloor (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ r Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Ste el- Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 63. PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 70. Fireplace or Stove, Clearance -Hearth Date 71. Card B-1 Date Card B-1 Date 72. Card B-1 Date Card B-1 Date 73. ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral D Yes D No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings Date 86. Card B-1 Date Card B-1 Date 87. Card B-1 Date Card B-1 Date 88. MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing jingle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Ratter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor -Mach. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor D Yes 82. Following Instld./Drive J Yes ] No/Walks J Yes J No/Planters Yes ] No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: NOTES RESIDENTIAL PERMIT N0.—. 066.200.Oa l'_ y --+ - 05-0592 E`N, MIK E 6.567 HURON CT, MAGALIA •CONT GULBRAN :.. . RON (3uNCH I FIRE DAMAGE > J- -7L c,If ,'oo-L ADD q=gjtsmcp oq'�-31 vog,4 fW 6 -3015 REPLficv'S,41 03 -3 off ViFICE COPY Address ct GAS Date �— Meter BY qqj-06� ELECTRIC V6_ Date � Meter BY SPECIAL CONDITIONS CHECKED BY —SRA _FLOOD CERTIFICATE REQ. _FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE•PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) Signature BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHI(;O) OFFICE #: (530) 538-7541 PERMIT NO. BP050592 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 03/15/2005 APN: 066-200-011-000 the Business and Professions Code, and my license is in full force and effect. License Class.: License Number: 57-7-1/_7 Site Address: 6567 HURON CT MAG Date: Contractor: /(ico NLS N c Map Index: Description: FIRE DAMAGE REPAIR(832) OWNER -BUILDER DECLARATION I hereby affirm under penally of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: GULBRANSEN MICHAEL A &CHRISTINA L permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of 6567 HURON CT the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or MAGALIA, CA she is exempt therefrom and the basis for the alleged exemption. Any 95954 violation of Section 7031.5 by any applicant fora permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does Applicant: BUNCH, RON such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for g LAGUNA COURT sale. If however, the building or improvements are sold within one year of completion, the owner -builder will. have the burden of CHICO, CA 95928 proving that he or she did not build or improve for the purpose of (530) 891-1104 sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed Contractor: BUNCH, RON pursuant to the Contractors' State License Law.). ❑ I am'Exempt under Article 3 of the Business and Professions Code 9 LAGUNA COURT CHICO, CA 95928 Date: owner: (530) 891-1104 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: License #: 378313 ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. C� I have and will maintain workers' compensation insurance, as Architect: required by Section 3700 the Labor Code, for the performance of Engineer: the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier:��n Total Square Ft: 0 S. F. f„ �G1 Policy#: (n ,� Valuation: $0.00 ❑ 1 certify that in the performance of the work for which this permit is Census Code: issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. ' ✓�✓ Date:--------------- Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. 0�0 /2 SS 73 14,ao fV `73 CONSTRUCT;0N LENDING AGENCY _ ____ This rq.mit is, hereby _issued und"e applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Res lution o do work indicat ab ve ror gvhicil iees have been paid. `— -- • - ° performance of the work for which this permit is issued (Sec 3097 Civ.) ate� � BY Date-31 Name: '— IS—C) PERMIT EXPIRES ON: Address: Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or ocument of Butte County. I hereby authorize representative of Butte County to enter upon the above mentioned property for inspection purposes. Print Name, Signature: A� / �-/ y/�' Signature: v (/ Date: ❑ Owner ❑ Contractor t ❑ Agent for Ownerp gent for Contractor F, 1G AA nn � v. V. Dulluing ! ermi11 v I- v -vim VN INSULATION CERTIFICATE f „ .r •- ..... - Job Number::::::::::::::::::,� s........... .................. :....... ........................................... A 6567.Heron::Ct:;:::Magal�a::CA Contractor/Owner Name r Job Address (street, city, state) ...................................................... ................:... ............... ounty `i Subdivision Nameu Lot'N mber DESCRIPTION OF INSTALLATION .1. ROOF Material......................................................................... Thukness orches):::::::::::`:::::::::::` `: Brand ::::::......::::::::::::::::: ......................................... Thermal Resistance (R-Value : 2. CEILING. , Batt or Blanket e.Fitie : • .........::::::::::::............:............ Brand Name: ::::::i{nauf [ ThiT •ckness (inches):..................... ` I0` Thermal Resistance (R-Value):::` . . Loose Fill T �..r...,� .::::::::::::::::: ...............::::...:::......... Brand Name.,[' ...... Minimum Installed Weigh/ft• .. MnmumThckness:....... ....... inches ........ Manufacturer's installed weight per square foot to achieve Thermal Resistance (lt-Value): 30`a ' «,: , {� _ •- t, • � 3. • EXTERIOR WALL FrameT::::::::....... .... ........................................ - A. Cavity Insulation 'r • Matenal: . Fiberglass:::::::::::::::.....: Tb: ............... �c ess (inches)::':::' ........................... Brand Name:"''lKnauf:::::::::::::::::: :::::::::3A/................::" Thermal Resistan ce Value ......................... .......................... .......................... B. Exterior Foam Sheathing _ Material:.................................................... ,a Thickness s.................................................. Brand Name:'''' ::::::::::::::: ...............................:::::::: .......................................................... Thermal Resistance (RValne): 4.-, RAISED FLOOR ` Material: ; )i'itie : - rglass:::::::::::::::::::: Thickness ............... Brand Name:::: Thermal Resistance (R-Value): S. ' , ' SLAB FLOOR/PERIMETER , ....................... ................ ickness (orches) Brand Thermal Resistance (R_Value).•:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::.:..:.:..::.:..::..:.:.: pIn'.... Perimeter, Insulation Depth u 6. FOUNDATION WALL ::::::::Thickness (orches):. .................................................aterial• Brand Nam i, �, Thermal Resistance (R-Value): ....................................................... DECLARATION.. r I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy Effickncy, &andards fo residen ' ui gs (Title 24, Part 6, California Code of Regulations) as indicated on the' Certificate'of Compliance, wh re applic le. ' ` ": ............. ..:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: ' ...................::::::::: Chico::Insulation ' tItem Number's Signature and Date - —�� = Installing Subcontractor (Co. Name) or ........................................................................... General Contractor (Co. Name) or Owner ......................................................................................... Item Number's Signature and Date r•i i Installing Subcontractor (Co. Name) or c� _, General Contractor (Co.' Name) or Owner J=OK 0 = Not OK . = Not Readyable Soils; Compaction -Structure Stability MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Elec.; Receptacles and Lighting, Distance-GFI . 1. Zoning Requirements -Setbacks -Easements 6. 2. Soils; Special MH Support Sketch Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 3. Sewer; Location -Test -Fall -C/O -Concrete 9. 4. Water; Location -Test -Easement Needed (Sketch) Plumb.; Cir. Test -Water Supply Test 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 12. 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or / /" L "ft./ P LPG 7. Well Clearance & Disconnect Date 8. Utility Clearance 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 Req uirements-Setbacks=Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O -to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. . 10. Exits; Insp.-Sketch 1.1. Cert. of Occupancy . Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2., Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water;_ MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits' • . 10. License Decals 11. Verify #'s with Office " Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks,, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 "Date Card B-1 Date Card B=1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness, Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI . 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date. Card B-1 Date Card B-1, Date Card B-1 Date Card B-1 = OK = Not _ ' Not Applicable RESIDENTIAL (Single & Duplex) p = Not Readv Date FRAMI ontinued) ers-Post Caps -Anchors -Connectors Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 9. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 0) Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles drm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings xt. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. PI ood on Roof Overhan -Attic Vents -Rafter Outriggers 57 Siid ailing Veneer gWcco Mesh -Drip Screed -Fd. Vent derflr. Acbess Glazing Area -Glass Protection -Skylights -Plastic Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date b5ard B-1 (J Date Card B-1 Date Card B-1 Date Card B-1 Date FINALans) OK except #'s x S ps-Door & Sidelight Protection -Landings ke Detector IT"N Furnace Vents -clearance -Comb, Air -Connector - In age; Above Floor-Ducts-Mech. Protection edroom Exiting F. & Bath Fixtures & Tub Access -Spa c. Trim & Subpanel, Breaker Sizes & Labels '7 St 'rs & Rails 2.6�ireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 7 it. F!At. & Appliance; Ground -Air -Gap -Cooking Clearance Outlets & Receptacles at Kit. Counter 5 arage Fire Door; Swing -Landing -Closure 6._,.C. Duct in Garage -Damper Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection Elec. & Mech. Equip. Listed for Location ec. Receptacles in Garage (F.F.I.)=Romex Protection j,$ ion -Foam -Looked in A (fl.j4Kard Rails & Deck Conction-Post Caps 62-Fdri. VBents Cr o Door Drainage &Wood -Earth Clearance Locke under Floor ❑ Yes 83. Following Instld./Drive 0 Yes 0 No/Walks ❑ Yes 0 No/Planters 0 Yes 0 No 84. Stucco Brown -Finish Unit Disconnect, Electrical -Plumbing s Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground entilat"on Throughout House Protection on ctions from Previous Inspections C -115 -as Test -Meters Tagged, Gas -Electric ater & Sewer Connected -C/O to Grade -HD Approval 94-1_ney Compliance Certificate -Other Certificates ddress Posted 96. Fire Sprinkler Date ()- -(DS_ Card B-1 Date Card B-1 Date - -ps Card B-1 4".) C Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: Date UNDERFLOOR (Plans) OK except #'s Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ P' Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ P' Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ P' Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped I Stemwalls, Garage; Steel- Blockouts-Wra ed a. 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. Pt2n & Du ance Mate ial Sup ort -Ins. 1 rders- -An or Bolts -J -Vent rippies 15. Access & Ventilation 1J6. Insulation Date k-()5- Card B-1 Vj9 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMING (Permit) OK except #'s er Htr.; Vent -Access -Combustion Air Baffle ter P' e; Test &hor-Nai otection Test FittWs & An r -Nail Protectio Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access �as Sixe & Anchors 23. Fire Sprinkler; Test Date C;6 Card B-1 U. Date Card B-1 Date'1-(t(_(:E Card B-1 hc& Date Card B-1 Date ELECT CAL (Permit) OK except #'s Pe-Fiy & Transformer Clearance -Ins. Protection %b -e t& -r lec. Receptacles Spacing -Lights & Switches at Doors e Boxes & No. of Conductors Stapled L Romex Installed Close to Edge of Studs & C.J. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Appliance Circuits in Kitchen & Conductor Size GFI . ybfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral ❑ Yes ❑ No rvice-Riser Conductors & Ground Main Disconnect quip. Clearances Panels-Motors-Mech. Equip. Clot s Closet Light -Shower Light -Spa Light tru-Imoke Detector Date -1 -OS Card B-1 Qat Date Card B-1 Date Card B-1 Date Card B-1 Date MEC CAL (Permit) OK except #'s C. Ducts Insulation & Support Vent_fan, Exhaust above insulation 8 and . sate Drain & Overflow, Size & Grade 3 ice -Vent Access -Comb. Ait-Return Air Vent 115 Outlet Attic Access & Platform if Furnace in Attic Date:1-1_y-05 Card B-1 rJL6S, Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMIqP�-(Permit) OK except #'s 4 . ill . Proper Materials & Anchors dal"kalls Studs -Nailing Spacing & Braces -Plates -Sound BgaKng Walls over Girders & Floor Nailing Draft Stop in Walls (rat proof) Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs eaders & Beams -Size & Bearing Date FRAMI ontinued) ers-Post Caps -Anchors -Connectors Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 9. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 0) Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles drm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings xt. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. PI ood on Roof Overhan -Attic Vents -Rafter Outriggers 57 Siid ailing Veneer gWcco Mesh -Drip Screed -Fd. Vent derflr. Acbess Glazing Area -Glass Protection -Skylights -Plastic Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date b5ard B-1 (J Date Card B-1 Date Card B-1 Date Card B-1 Date FINALans) OK except #'s x S ps-Door & Sidelight Protection -Landings ke Detector IT"N Furnace Vents -clearance -Comb, Air -Connector - In age; Above Floor-Ducts-Mech. Protection edroom Exiting F. & Bath Fixtures & Tub Access -Spa c. Trim & Subpanel, Breaker Sizes & Labels '7 St 'rs & Rails 2.6�ireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 7 it. F!At. & Appliance; Ground -Air -Gap -Cooking Clearance Outlets & Receptacles at Kit. Counter 5 arage Fire Door; Swing -Landing -Closure 6._,.C. Duct in Garage -Damper Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection Elec. & Mech. Equip. Listed for Location ec. Receptacles in Garage (F.F.I.)=Romex Protection j,$ ion -Foam -Looked in A (fl.j4Kard Rails & Deck Conction-Post Caps 62-Fdri. VBents Cr o Door Drainage &Wood -Earth Clearance Locke under Floor ❑ Yes 83. Following Instld./Drive 0 Yes 0 No/Walks ❑ Yes 0 No/Planters 0 Yes 0 No 84. Stucco Brown -Finish Unit Disconnect, Electrical -Plumbing s Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground entilat"on Throughout House Protection on ctions from Previous Inspections C -115 -as Test -Meters Tagged, Gas -Electric ater & Sewer Connected -C/O to Grade -HD Approval 94-1_ney Compliance Certificate -Other Certificates ddress Posted 96. Fire Sprinkler Date ()- -(DS_ Card B-1 Date Card B-1 Date - -ps Card B-1 4".) C Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: BUTTE COUNTY DEPARTMENT OF D-EVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP050592 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 03/15/2005 APN: 066-200-011-000 the Business and Professions Code, and my license is in full force and effect. License Class; License Number: i Site Address: 6567 HURON CT MAG Date: Contractor: ZIL Aj ek, Map Index: Description: FIRE DAMAGE REPAIR(832) OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: GULBRANSEN MICHAEL A &CHRISTINA L permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of 6567 HURON CT the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or MAGALIA, CA she is exempt therefrom and the basis for the alleged exemption. Any 95954 violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does Applicant: BUNCH, RON such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for LAGUNA COURT sale. If however, the building or improvements are sold within one .9 year of completion, the owner -builder will have the burden of CHICO, CA 95928 proving that he or she did not build or improve for the purpose of (530) 891-1104 sale:). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed Contractor: BUNCH, RON pursuant to the Contractors' State License Law.). ❑ I am Exempt under Article 3 of the Business and Professions Code 9 LAGUNA COURT CHICO, CA 95928 Date: owner: (530) 891-1104 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: License #: 378313 Cl I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labcr Code, for the performance of the work for which this permit is issued. 1;II/ I have and will maintain workers' compensation insurance, as Architect: required by Section 3700 the Labor Code, for the performance of Engineer: the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: - nJl >A % � LI A% �! Total S uare Ft: 0 S. F. p —y _ Policy #: (n ' n 4Zy7 Valuation: $0.00 ❑ 1 certify that in the performance of the work for which this permit is Census Code: issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: l / Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit i hereby issued and a applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the of the work for which this permit is issued (Sec 3097.Civ.)- Res lution o do work indicat ab ve for which fees have been paid. lS� performance Name: By Date. PERMIT EXPIRES ON:�S (J Address: Date ❑ I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ No* .ificalion in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or ocument of Butte County. I hereby authorize representative of Butte County to enter upon the above mentioned property for inspection purposes. c �� Print Name: _� Ad./ / ;?/, /��o- Signature: Date: Ell owner EIContractor ElAgent for Owner gent for Contractor ts. t,. rswwinp rannn v 1- iv -VY Ny 1 I BeiJTTE'COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS - 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 - CHICO: (530) 891-2834 ' OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OF APPLICATION Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY" OWNER Last Nameirs �/04-9-j Name 'Address 495z? City State Zip _ S� Phone Fax E-mail CONTRACTOR Name 1Jn9 Gh- Address City / ICd State Zips Phone gam/o t/ Fax Sal/—lpos3 E-mail Lic. #928-3/3 78'3/3 Class �W,4T SIGNATURE For office use only: ARCHITECT/ENGINEER Name City Address Address City Cit y State Zip Phone Phone Fax E-mail E-mail State License Number �W,4T SIGNATURE For office use only: APPLICANT NAME Name City Flood Zone Address SRA Cit y //'��� C�i<d State/ (,%, Zi per' SZS' Phone Name Fax E-mail . �W,4T SIGNATURE For office use only: AP# Zoning City Flood Zone SRA I Yes I No Occ. _ Type Const. Name Address Subdivision Name Map Book Page Lot # Planner Date Approved: PERMIT NO. �~- BP ©J BIN # LOCATION AP# Property Address e5,:5-4 7 City Cross Street WORKER'S COMPENSATION Policy Number 0y6 - Carrier ,;; N� If hiring anyone other than license contractors, a certificate of worker's compensation must be'shown at the time of permit issuance. LENDING AGENCY Name Address OVER FOR SUBMITTAL REQUIREMENTS L K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 Description or Scope of Work: Sq. Footage ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of,application. In order to renew action on an application after expiration, a new application, plans and fee will be required. REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received bPO4 Amount: .31 3° 13 Bldg • SRA SMTP Date: Other � �,(, �� ` ! Total REV 7-27-04 SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. (Note: Not required for additions to mobile or modular homes.) ❑ 5. Statement of Intent for Non -heated and AIC for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Detached Accessory Building Form filled out by the owner (if required). ❑ 12. Hazardous Material Form (for Commercial Buildings only). ❑ 13. Sanitation and site plan approval from the Environmental Health Department. Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner (for 433A's). If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530)538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS 0 Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits -issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. - - -- - - --- - OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 7-27-04 COUNTY OF BUTTE-DEPARTMEI�IT OF DEVELOPMENT SERVICES -BUILDING DIVISION i' 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET / OWNER; S ASSESSOR PARCEL NUMBER ?O Proposed Building Use:Counter Technician: Date: Items requiredin order tr/lipply for a permit. All axA RUST/be checked OR marked NA in order to apply. O 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ '3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ ' 4..Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and AIC for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in du licate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner ❑ 14. Hazardous Material Form ❑ 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable. ❑ 16. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire-Sprinklers............................................................................................ ❑ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required ........................................... ........ 20. Erosion Control Plan Required........................................................................ ........ PA 21. Fees as shown on the attached Schedule of Fees Due Sheet... ..gO... lt, ❑ 22. City of Chico Plumbing permit........................................................................ ❑ 23. California Department of Forestry plan approval ❑ paid. Sent by: ............. ❑ 24. Planning approval (A) Use: (B)Parking: (C) Parcel Check: ❑ 25. Contact Land Development about _ Improvements, _ Drainage ......................... ❑ 26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) .................... ❑ 30. Worker's Compensation Carrier and Policy Number .......................................... ❑ 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 32. Letter of Signature authorization......................................:.......I..................... ❑ 33. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 34. Manufactured home utility clearance............................................................... ❑ 35. Existing violations and/or expired permits......................................................... ❑ 36. Deed Restriction......................................................................................... ❑ 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 38. Other: ❑ 39. Other: When issued Telephone and hold for pickup. I have been informed off th.e.ab�Keji;ems and requirements for obtaining a building permit. Applicant: _ Date:v- n s� 1. Index permit application or the above items num-be-re-, Plan Check Letter 2. Additional items required �. 4551r_acTo-cdesigner, owner, was advised of the above data by E,phone, ❑ mail, ❑ counter, by Date: �i7^ ractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, b Date: Plans reviewed by: Date: Plans approved by: Date Structural reviewed by: Date: Structural approved by: Date: Note transfer by: - ___ Date: Yellow: Building Division LONGFELLow LuMBER CO.INC* Quality Truss Design • Roof & Floor Systems 89 Loren Avenue • Chico, CA 95928-7434 Phone (530) 893-0112 • (800) 678-0112 Fax (530) 893-0140 E -Mail: trusses@longfellowlumber.com Customer: Ron Bunch Const. Wt'(t- t5 -z-( -5-Z'10 Address: 6567 Huron Ct. Magalia AP#: /2cr WS -10A6 7v BUTTE IC-OUNf"Y'.' BUILDING DIVISION ...-_PP ROVED Job No: Gulbranson (gulb0222) ENGINEER Mitek Industries, Inc. Redong (Ray) Yu 7777 Greenback Lane, Suite 109 Citrus Heights, CA 95610 (916) 676-1900 APPROVED INSPECTION AGENCY Timber Products Inspection, Inc. P.O. Box 20455 Portland, OR 97220 (503) 254-0204 Sam kh 7q 1 -77-1 i LI El — C3; E=— /AO,7zCD pweF,GS) BS w/24"oc studs for nckin o 0 01 0, kh 7q 1 -77-1 i LI c-: A T• LATEaAL �tzACE �c�ML_ j 5 _VAti� TbR. RE PLAc;u� COi� i . 60-AC�S AT Y2 0P AT 1J�. __... V TRU:.yFb (g' 2.4" lA�.®l'Zou -lOD G bn 0. G. TYP 2 l2DWS 0. G: TYp. -2X � ISR AGE 141:V (27Cb . HPcX. 1012 NAILS (-;R b'' 0. G. Typ. _ roK i?r- 6111 . K Inc—rJAcl9q V OP, Y9, N0 T� ; - Y'L pOlrtfS p Ot��( FONT5 6�. I!RAGE HUST ISE b0 % -T IE LE;N4T44 GAF TIME WEA.. TYlib PeTAIL I5 TO I>I: UON2 A5 AN ALT. 'POR ONE CONTINUOUS LATERAL I: R AGE. P Lf�T�R.pcL 1�7R-A6� i2e:'CAiL TRv5��5 G ';4" O.G.. TYp. NOTE: 2X3, 2X4, OR 1X4 GRADED LUMBER LATERAL BRACE PER TRUSS DESIGN WITH 2-1013 PER WEB (iYP). MAR 2 7 '2002 BRACE MAY BE.ATTACHED TO EITHER NARROW FACE OF WEB. (SEE NOTE BELOW)* RESTRAINT REGLUIREP AT EAG. ENP OF ZRAGE AHV AT 20 =0" INTRI24ALS. REFER TO flIV-al SUHHARY SHEET FOR REGOHHENt2AT10Nt OF T4IE TRU55 PLATE INSTUTE Mc TRA[t.tr MA`( t3rFE PWmr2 BYTE- 1 pgc- c� PIS /T pl,ApHi rn.oiR P�'r A I L ccilj IEV Q I a�5S 19c rfITF- iI THE �iAv(L.Iv— litAy PPF-p:.,Gc� TI = 2y 3 0 2)(4 An W4, REr Kc-M� , Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/; • Center plate on joint unless x, y Damage or Personal Injury offsets are indicated. Dimensions are in ft-in-sixteenths. 6-4$ dimensions shown in ft-in-sixteenths Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. and securely seat. diagonal or X-bracing, is always required. See BCSI 1. 2. Never exceed the design loading shown and never 2 3 stack materials on inadequately braced trusses. TOP CHORDS C,•Z cza 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and WEBSN,4 all other interested parties. z0U ' ��'p 4. Cut members to bear tightly against each other. For 4 x 2 orientation, locate Uplates 0-'n6' from outside 0- 5. Place plates on each face of truss at each edge of truss. O joint and embed fully. Knots and wane at joint c7$ c6-7 cs 6 locations are regulated by ANSI/TPII . BOTTOM CHORDS 'This symbol indicates the required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPII . 'Plate location details available in MiTek 20/20 7. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for PLATE SIZE THE LEFT. use with fire retardant or preservative treated lumber. 4 4 The first dimension is the width CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 9. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to x perpendicular to slots. Second dimension is the length parallel camber for dead load deflection. to slots. 10. Plate type, size, orientation and location dimensions LATERAL BRACING CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. Indicated by symbol shown and/or BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 11. Lumber used shall be of the species and size, and in all respects, equal to or better than that by text in the bracing section of the specified. output. Use T, I or Eliminator bracing if indicated. ICBO 4922, 5243, 5363, 3907 12. Top chords must be sheathed or purlins provided at spacing shown on design. BEARING SBCCI 9667, 9730, 9604B, 951 1, 9432A 13. Bottom chords require lateral bracing at 10 ft. spacing, Indicates location where bearings or less, if no ceiling is installed, unless otherwise noted. (supports) occur. Icons vary but reaction section indicates joint 14. Connections not shown are the responsibility of others. number where bearings occur. RE 15. Do not cut or alter truss member or plate without prior approval of a professional engineer. Industry Standards:T ® MiTelc" 16. Install and load vertically unless indicated otherwise. ANSI/TPI1:- = National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. - - BCSII : Budding Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. MITek Engineering Reference Sheet: MIB-7473 © 2004 MITek® I. MiTek Industries, Inc. 7777 GREENBACK LANE SUITE 109 • r CITRUS HEIGHTS CA 95610 MiTek ®� � - . • � F � � USA .. t FAX (916) 676 1909 Mi TELEPHONE (916) 676 1900 Re: bulb0222 r ;yBunch - Gulbranson The (truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under.my direct supervision :based on the parameters provided by Longfellow Lumber. r, l ti Pages or sheets covered by this seal: R17464802 thru R17464807_ . • ,� • - •. mow, . My license renewal date for the state of California is September,30, 2006. ''I I� ill ♦ ' .• .. , .. t- ��• „ .,NO. C049919 EXP .9-" r C Of CR1.� July 25,2005 - Yu,l Ray', u The- seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI-2002 Chapter 2. n �� i Job Truss Truss Type Qty Ply Bunch - Gulbranson 1.25 TCDL 10.0 Lumber Increase 1.25 R17464802 GULB0222 Al HOWE 9 1 Code UBC97/ANSI95 WB 0.38 Horz(TL) 0.08 6 n/a Job Reference (optional) Longreuow Lumoer t,$-0r�c., unico, ca. aoyzu-r434, crt 6.000 s Jun 17 2004 MiTek Industries, Inc. Fri Ju62j-0 8:24:28 2005 Page 1 t 2-0-0 7-94 15-0-0 22-2-12 30-0-0 32-0-0 T 2-0-0 r 7-9-4 7-2-12 7-2-12 7-9-4 2-M 40 = Scale = 1:60.5 4 1.5x4 II 3x4 = 1.5x4 11 3x8 = - 0-0-0 0-M , .- 7-9.4 15-0-0 22-2-12 30-M 7-9-4 7-2-12 ' 7.2-12 7-9-4 LOADING (psf) SPACING 2-M TCLL 33.5 Plates Increase 1.25 TCDL 10.0 Lumber Increase 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 7.0 Code UBC97/ANSI95 WB 0.38 LUMBER TOP CHORD 2 X 4 DF No.1 &Btr G BOT CHORD 2 X 4 DF No.1 &Btr G WEBS 2 X 4 DF Std G CSIDEFL in (loc) 1/deft Ud TC 0.88 Vert(LL) -0.12 10 >999 240 BC 0.50 Vert(TL) -0.22 8-10 >999 180 WB 0.38 Horz(TL) 0.08 6 n/a n/a (Simplified) BRACING PLATES GRIP MT20 220/195 Weight: 134 Ib TOP CHORD Sheathed or 2-9-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. WEBS 1 Row at midpt 3-10,5-10 REACTIONS (Ib/size) 6=1687/0-3-8,2=1687/0-3-8 r t Max Horz2=47(load case 4) Max Uplih6=-25(load case 5), 2=-25(load case 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/38, 2-3=-2437/3, 3-4=-1652/41, 4-5=-1652/41, 5-0=-2437/3, 6-7=0/38 BOT CHORD 2-11=0/2166,10-11=0/2166,9-10=0/2166.8-9=0/2166,6-8=0/2166 WEBS 3 -11=-18/253,4-10=-53/849,5-8=-18/253,3-10=-791/38,5-10=-791/38 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S)'Standard n I6 QROFESS/pN ONG YG F2c CO a 6;9919 TIM%Oor'' c e .i.0, OF A WARNING - Ver{fy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 7777 Greenback Lane rir•® Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Suite #109 Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Citrus Heights, Ca 95610 Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSII Building Component •MiTek® • Safety Information available from Truss Plate Institute, 583 D'Onohlo Drive, Madison, WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Proper/ 13/d *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Dimensions are in ft-in-sixteenths. 1. Additional stability bracing for truss system, e.g. diagonal Apply plates to both sides of truss or X-bracing, is always required. See BCSI1. and securely seat. t 2 3 TOP CHORDS 2. Never exceed the design loading shown and never stack materials on inadequately braced trusses. c1-2 c2-3 WEBS 4 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all * For 4 x 2 orientation, locate O 3 �� 3 vN other interested parties. p plates 0 - 1/16° from outside a cg's 4 U 4. Cut members to bear tightly against each other. edge of truss. CL 5. Place plates on each face of truss at each joint and c7-e cs-a css embed fully. Knots and wane at joint locations are BOTTOM CHORDS _ *This symbol indicates the regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19% at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 X 4 perpendicular to slots. Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and in all Indicated by symbol shown and/or BOCA 96-31,95-43,96-20-1,96-67,84-32 respects, equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. if indicated, ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ff. spacing, SBCCI 9667, 9730, 96048, 9511, 9432A or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior EV reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M iTeke DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate I © 2004 Mitek® Connected Wood Trusses. Job Truss Truss Type Qty Ply Bunch - Gulbranson 16-M REACTIONS (Ib/size) `2=1788/0-3-8, 11=1788/0-3-8 7.8-0 R17464803 GULB0222 131 SCISSORS 11 1 LOADING fps TCLL 33.5 TCDL 10.0 BCLL 0.0 BCDL 7.0 TOP CHORD 5-7=-3510/205, 7-8=-4297/284, 8-9=-4380/256, 9-10=-2638/348, 10-11=-2995/383, 11-12=0/135, 1-2=0/131, 2-3=-5401/560, DEFL Vert(LL) Vert(TL) Horz(TL) in floc) -0.45 18 -0.68 17-18 -0.47 ' 2 Job Reference (optional) conyrenow Lurn& Lo., inc., Emco, tea. aoa[o-rasa, crt 6.000 5 Jun 17 2004 NTTeklndustries, Inc. Fri Jul 22 084:29 2005 Page 1 -2-0-0 5-10-10 10-11-5 16-0-0 32-M 0 034-0-0 2-0-0 5-10-10 5-0-11 5-0-11 16-0-0 2-0-0 Scale = 1:59.3 4x8 = 6 6.00 12 0-0-0 2x4 11 4x12 = 1.5x4 11 0-0-0 LUMBER BRACING 16-M . TOP CHORD 2 X 4 DF�No.1 &Btr G TOP CHORD Sheathed or 24-14 oc purlins. i 23-8-0 27-6-12 32-M 16-M REACTIONS (Ib/size) `2=1788/0-3-8, 11=1788/0-3-8 7.8-0 3-10-12 4-5-4 Plate Offsets (X,Y): [2:0-0-14,E gel, [6:0-4-0,0-1-011[7:0-1-12,0-1-81,[9:0-2-12,0-1-81, [11:0 -M,0 -0-21,[14:0-",0-1-121,[16:0-M,0-4-01 Max Grav 2=1 875(load case 2), 11=1875(load case 3) LOADING fps TCLL 33.5 TCDL 10.0 BCLL 0.0 BCDL 7.0 TOP CHORD 5-7=-3510/205, 7-8=-4297/284, 8-9=-4380/256, 9-10=-2638/348, 10-11=-2995/383, 11-12=0/135, 1-2=0/131, 2-3=-5401/560, DEFL Vert(LL) Vert(TL) Horz(TL) in floc) -0.45 18 -0.68 17-18 -0.47 ' 2 I/deFl Ud >855 240 >562 180 n/a n/a PLATES GRIP MT20 220/195 Weight: 162 lb SPACING 2-0-0 CSI Plates Increase 1.15 TC 0.66 Lumber Increase 1.15 BC 0.83 Rep Stress Incr YES WB 0.71 Code UBC97/ANSI95 (Matrix) LUMBER BRACING TOP CHORD 2 X 4 DF�No.1 &Btr G TOP CHORD Sheathed or 24-14 oc purlins. BOT CHORD 2 X 4 DF. No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. WEBS 2 X 4 DF, Std G *Except* 6-17 2 X 4 DF No.1-G, 14-16 2 X 4 DF No.1-G REACTIONS (Ib/size) `2=1788/0-3-8, 11=1788/0-3-8 Max Harz 11=211(load case 6) Max Uplift2=-220(load case 7), 11=-234(load case 7) Max Grav 2=1 875(load case 2), 11=1875(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 5-7=-3510/205, 7-8=-4297/284, 8-9=-4380/256, 9-10=-2638/348, 10-11=-2995/383, 11-12=0/135, 1-2=0/131, 2-3=-5401/560, 3-4=4574/354, 4-5=-4453/380, 5-6=-3551/204 __ BOT CHORD 16-17=-20/3955, 2-19=-420/4622,18-19=7373/4831. 18-20=-122/4128,17-20=-106/4139,14-15=0/50,13-14=-121/2567, 11-13=-121/2567,15-16=-32/68, 7-16=-112/582 WEBS 6-17=-174/2669, 10-13=-74/133, 9-14=-1574/0, 5-18=-155/341, 3=19=-116/175, 10-14=-347/77, 14-16=-93/2869, 9-16=0/1610, 7-17=-1045/133, 5-17=-1153/216, 3-18=-797/214 NOTES 1) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 32 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Unbalanced snow loads have been considered for this design. 3) Overhang has been design for 2.00 times live load + dead load. ?,QFE$S/ 0 Q N l4 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. pONG YG F2 5) A plate rating reduction of 20% has been applied for the green lumber members. C-2 C 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify M capacity of bearing surface. tti I•T1 9919 a LOAD CASE(S) Standard * /30/0' Sr OFC . 11rly 25 2QP5 A WARNING - Verf jy design parameters and READ NOTES ON TBIS AND REVERSE SfDE BEFORE USE. 7777 Greenback Lane �® Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Suite M09 Applicability of design parameters and proper Incorporaflon of component Is responsibility of building designer - not truss deslgner. Bracing shown Citrus Heights, Ce 9561Ole[ Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI1 Building Component M iTek®' Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft -in -sixteenths Dimensions are in ft -in -sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. diagonal and securely seat. or X -bracing, is always required. See BCSI1. x/16 1 3 TOP CHORDS 2. Never exceed the design loading shown and never stack c, -z c2-3 materials on inadequately braced trusses. WEBS Cz, 4 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all * For 4 x 2 orientation, locate M �� ch 2 U '�,-, 3 �+ 3 other interested parties. plates 0 - 1/16" from outside O o_ �A� M 4. Cut members to bear tightly against each other. edge of truss, a. 5. Place plates on each face of truss at each joint and c7 -e c6-7 css embed fully. Knots and wane at joint locations are BOTTOM CHORDS _ *This symbol indicates the regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19°k at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 x 4 perpendicular to slots. Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and in oil Indicated b symbol shown and/or96-31,95-43,96-20-1,96-67,84-32 y y BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 respects, equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ft. spacing, SBCCI 9667, 9730, 96046, 9511, 9432A or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings 14. Connections not shown are the responsibility of others. Wk (supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. 9F number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M ITek® DSB-89: Design Standard for Bracing. BCS] 1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate III 1114:1I © 2004 Mitek® Connected Wood Trusses. Job Truss Truss Type Qty Ply Bunch - Gulbranson I/dell � PLATES GRIP TCLL 33.5 Plates Increase R17464804 GULB0222 82 MOD. QUEEN 5 1 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.56 Vert(TL) . Job Reference o tional Longre110W Lum 8%-G o., mc., Gnico, Ga. 9b9264434, Grt 6.000 s Jun 17 2004 MiTek Industries, Inc. Fri Jul 22 0%J4_�1 2005 Pagel L -2-M , 5-8-5 10-10-2 16-M 21-1.14 26-3-11 32-M 34-0-0 2-M 5-8-5 5-1-14 5-1-14 5-1-14 5-1-14 5-8-5 2-0-0 Scale = 1:59.8 44 = 6.00 F12 6 3x4 = 3x8 = 3x4 = 3x4 = 0-0-0 � 0-0-0 8.3.4 16-0-0 23.8-12 32-M 6-34 7-8-12 7-8-12 8-3-4 Plate Offsets (X,Y): [2:0-10-0,0-0-101, [3:0-0-0,0-M), [4:0-0-0,0-M], [5:0-0-0,0-M], [6:0-M,0-0-0], [7:0-",0-0-01, [8:0-M,0-0-0], [9:0-0-0,0-0-0], [10:0-10-0,0-0-10], [12:0-" LOADING (psf) SPACING 2-M CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 33.5 Plates Increase 1.25 TC 0.41 Vert(LL) -0.15 14 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.56 Vert(TL) . -0.27 14-15 >999 180 BCLL 0.0 Rep Stress Incr YES W13 0.70 Horz(TL) 0.09 10 n/a n/a BCDL 7.0 Code UBC97/ANSI95 (Simplified) Weight: 154 lb LUMBER r BRACING TOP CHORD 2 X 4 DF No.1 &Btr G TOP CHORD Sheathed or 3-7-6 oc purlins. BOT CHORD 2 X 4 DF:No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. WEBS 2X4DF,StdG REACTIONS (Ib/size) 10=1788/0-3-8,2=1788/0-3-8 Max Hort 2=50(load case 4) Max Upliftl0=-25(load case 5), 2=-25(load case 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/38, 2-3=-2832/0, 3-4=-2511/42, 4-5=-2511/42, 5-6=-1765/56, 6-7=-1765/56, 7-8=-2511/42, 8-9=-2511/42, 9-10=-2832/0, 10-11=0/38 BOT CHORD 2-15=0/2511, 14-15=0/2061, 13-14=0/2061,12-13=0/2061,10-12=0/2511 WEBS 3-15=-396/12, 5-15=-31/441, 5-14=-708/30, 6-14=-02/1130, 7-14=-708/30, 7-12=-31/441, 9-12=-396/12 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard • h ' Q�OFESS/pN ONG m C"C'I CA9919 l';"u OF A WARNINO - Veryfj design parameters and READ NOTES ON TRIS AND REVERSE SIDE BEFORE USE. 7777 Greenback Lane Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Indlvldual bullding component. Suite #109 Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown Citrus Heights, Ca 95610 Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, OSB -89 and BCSII Building Component MiTek® Safety Information available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. diagonal and securely seat. or X-bracing, is always required. See BCSI1. 1/16 1 2 3 TOP CHORDS 2. Never exceed the design loading shown and never stack c,-z c2-3 materials on inadequately braced trusses. 0 WEBS q3q 4 3. Provide copies of this truss design to the building o o designer, erection supervisor, property owner and all For 4 x 2 orientation, locate 5 v G �,a *,� 3 0 0 other interested parties. p plates 0 - 1/ 16" from outside � �a6 v 4. Cut members to bear tightly against each other. edge of truss. 00 5. Place plates on each face of truss at each joint and csa cs-6 embed fully. Knots and wane at joint locations are BOTTOM CHORDS *This symbol indicates the regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPII. 7. Unless otherwise noted, moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 190% at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 X 4 _ perpendicular to slots. Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and in all Indicated by symbol shown and/or BOCA 96-31,95-43,96-20-1,96-67,84-32 respects, equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ff. spacing, SBCCI 9667, 9730, 9604B, 9511, 9432A or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. MiTek® DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate © 2004 Mitek® Connected Wood Trusses. Job Truss Truss Type Qty Ply Bunch - Gulbranson CSI DEFL in (loc) Udeft Ud R17464805 GULB0222 B3 VAULT TRAY 7 1 Vert(LL) -0.39 14 >975 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 Job Reference (optional) LungreHOW LUfrtoe-0 O., In'c., t.nico. ua. aouza-r4s4, Grt 6.000 s Jun 17 2004 MiTek Industries, Inc. Fri Jul 228:7-04:32 2005 Page 1 -2-0-0 16-0-0 32-0-0 34-0-0 2-0-0 16-M 16-" 2-M Scale = 1:60.3 '. 4x4 = 6.00 F12 6 1.5x4 11 3x4 = 5x8 % 3.00 F12 0-M 0-M 15-7-8 23.8-0 32-0-0 15-7-8 16 4 8 N O 214 N Plate Offsets (X,Y): [2:0-10-4,0-0-141 [9:0-2-0,0-2-01, [11:0-0-14 Edge], [16:0-58,0-2-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udeft Ud PLATES GRIP TCLL 33.5 Plates Increase 1.25 TC 0.64 Vert(LL) -0.39 14 >975 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.68 Vert(TL) -0.59 14 >645 180 MT20H 165/146 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(fL) 0.32 11 n/a n/a BCDL 7.0 Code UBC97/ANSI95 (Simplified) Weight: 168 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.1 &Btr G TOP CHORD Sheathed or 2-5-8 oc purlins. BOT CHORD 2 X 4 DF'No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. WEBS 2 X 4 DF Std G WEBS 1 Row at midpt 7-16.9-15 REACTIONS (Ib/size) 2=1788/0-3-8,11=1788/0-3-8 Max Horz2=-50(load case 3) Max Uplift2=-25(load case 5), 11=-25(load case 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/38, 2-3=-2862/3, 34=-2323/31, 4-5=-2323/31, 5-6=-1795/57, 6-7=-1733/61, 7-8=-2637/23, 8-9=-2637/23, 9-10=-495510,10-11=-5521/0,11-12=0/37 ' BOT CHORD 2-18=0/2539, 17-18=0/2539, 16-17=0/2078, 15-16=0/2432, 14-15=0/4574, 13-14=0/5022, 11-13=0/5022 WEBS 6-16=-63/1188, 7-16=-1427/0, 9-14=0/2415, 7-15=0/1247, 10-13=-14/141, 9-15=-2690/0, 10-14=494/48, 3-18=-13/182, 5-17=-26/333, 5-16=-722/34, 3-17=-540/28 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. FESS/ 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify 4��OONG capacity of bearing surface. LOAD CASE(S) Standard CO W 9rn 919 * /30/0' k OF e. WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 7777 Greenback Lane Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Suite #109 Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Citrus Heights, Ce 95610121 Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the r erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, dellvery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and SCSII Building Component MiTek® Safety Irdormatlon available from Truss Plate Instltute, 583 D'Onofrlo Drive, Madison, WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. diagonal and securely seat. or X-bracing, is always required. See BCSI1. 3 TOP CHORDS 2. Never exceed the design loading shown and never stack c1-2 c2-3 materials on inadequately braced trusses. WEBS � 4 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all For 4 x 2 orientation, locate �,� 3 *,�` 3 0 other interested parties. plates 0 -/1e" from outside a 6 v 4. Cut members to bear tightly against each other. edge of truss. 00 5. Place plates on each face of truss at each joint and C7.8 csa cs-s embed fully. Knots and wane at joint locations are BOTTOM CHORDS _ *This symbol indicates the regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPII. 7. Unless otherwise noted, moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 190% at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 x 4 perpendicular to slots. Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and in all Indicated b symbol shown and/or96-31,95-43,96-20-1,96-67,84-32respects, Y Y BOCA equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ff. spacing, SBCCI 9667, 9730, 9604B, 9511, 9432A or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior L��FUk reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. MiTek® DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate © 2004 Mitek® Connected Wood Trusses. Job Truss Truss Type Qty Ply Bunch - Gulbranson (loc) UdeFl Ud TCLL 33.5 Plates Increase R17464806 GULB0222 B -GE GABLE 1 1 120 TCDL 10.0 Lumber Increase 1.25 BC 0.12 Vert(TL) Job Reference (optional) Longfellow LumM-P., Inc., Chico, Ca. 95928-7434, CFE 6.000 s Jun 17 2004 MiTek Industries, Inc. Fri Jul 22 08:24:35 2005 Page 1 2-0-0 16-0-0 32-M 34-0-0 2-0-0 16-0-0 16-0-0 2-M Scale = 1:59.8 3x4 = 6.00 12 15 ` 3x4 = 0-" 32-0-0 32-0-0 IF LOADING (psf! SPACING 2-" CSI DEFL in (loc) UdeFl Ud TCLL 33.5 Plates Increase 1.25 TC 0.31 Vert(LL) -0.04 29 n/r 120 TCDL 10.0 Lumber Increase 1.25 BC 0.12 Vert(TL) -0.05 29 n/r 90 BCLL 0.0 Rep Stress Incr NO WB 0.09 Horz(TL) 0.00 28 n/a n/a BCDL 7.0 Code UBC97/ANSI95 (Matrix) LUMBER TOP CHORD 2 X 4 DF No.1 &Btr G . BOT CHORD 2 X 4 DF No.1 &Btr G OTHERS 2 X 4 DF Std G PLATES GRIP MT20 220/195 Weight: 230 Ib BRACING TOP CHORD Sheathed or 6-M oc purlins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS (Ib/size) 28=380/32-0-0, 42=97/32-M. 41=100/32-M. 30=130/32-0-0, 31=147/32-M. 32=131/32-M, 33=136/32-0-0, 34=134/32-M, 35=135/32-", 36=134/32-M. 37=136/32-M, 38=131/32-M, 40=88/32-M, 52=130/32-0-0, 51=147/32-M, 50=131/32-M, 49=136/32-0-0, 48=134/32-M, 47=135/32-M, 46=135/32-M, 45=135/32-0-0, 44=136/32-0-0, 43=95/32-0-0, 2=380/32-0-0 Max Horz2=110(load case 4) Max Uplift3l=-5(load case 3), 51=5(load case 4) Max Grav28=380(load case 1), 42=97(load case 1), 41=100(load case 1), 30=130(load case 7), 31=147(load case 7), 32=131(load case 1), 33=136(load case 1), 34=134(load case 1), 35=135(load case 7), 36=134(load case 1), 37=136(load case 1), 38=133(load case 7), 40=89(load case 7), 52=130(load case 6), 51=147(load case 6), 50=131(load case 1), 49=136(load case 1), 48=134(load case 1), 47=135(load case 6), 46=135(load case 1), 45=135(load case 1), 44=137(load case 6), 43=96(load case 6), 2=380(load case 1) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0175,2-3=-87/26, 3-4=-65/12,4-5=-49/15, 5-6=-44/18, 6-7=-44/27,7-8=-44/25,8-9=-6/36,9-10=-44/45, 10-11=-44/54, 11-12=45/62,12-13=45f77,13-14=-30/82,14-15=44/71, 15-16=-44/71,16-17=-30/82,17-18=-45f77.18-19=-45/61, 19-20=-44/48, 20-21=-44/35, 21-22=-6/25, 22-23=-44/16, 23-24=-44/16, 24-25=-44/15, 25-26=-44/15, 26-27=-54/12, 27-28=-87/26, 28-29=0/75 BOT CHORD 2-52=0/0, 51-52=0/0, 50-51=0/0, 49-50=0/0, 48-49=0I0, 47-48=0/0, 46-47=0/0, 45-46=0/0, 445=0/0, 43-44=0/0, 42 43=0/C 41-42=0/0, 40-41=0/0, 39-40=0/0, 38-39=0/100, 37-38=0/100, 36-37=0/100, 35-36=0/100, 34-35=0/100, 33-34=0/100, 32-33=0/100, 3132=0/100, 30-31=0/100, 28-30=0/100 WEBS 14-42=811/0,116-41=81/0, 27-30=-146/0, 26-31=-109/9, 25-32=-117/2, 24-33=-116/3, 23-34=-116/3, 21-35=-116/3, 20-36=-116/3, 19-37=-117/2, 1838=-118/8, 1740=-85/0, 3-52=-146/0, 4-51=-109/9, 5-50=-117/2, 6-49=-116/3, 7-48=-116/: 9-47=-116/3, 1046=-116/3, 11-45=-117/3, 12-44=-118/8, 1343=-85/0 NOTES I 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable. CorgrAAebgl age 2 n 9Io A WARNING - Veryy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 7777 Greenback Lane Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Suite 009 Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Citrus Heights, Ca 95610 Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and SCSI1 Building Component MiTek® Safety Information available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft -in -sixteenths Dimensions are in ft -in -sixteenths. 1. Additional stability bracing for truss system, e.g. diagonal Apply plates to both sides of truss or X -bracing, is always required. See BCSI1. and securely seat. t 2 3 TOP CHORDS 2. Never exceed the design loading shown and never stack materials on inadequately braced trusses. c, -z c2-3 4 G'° 3. Provide copies of this truss design to the building a:WEBS Oz designer, erection supervisor, property owner and all * For 4 x 2 orientation, locate m 0 �,., 3 a 0 other interested parties. plates 0 - 1/16" from outside CL � U 4. Cut members to bear tightly against each other. edge of truss. R a 5. Place plates on each face of truss at each joint and c7 -e c6-7 cs-s embed fully. Knots and wane at joint locations are BOTTOM CHORDS _ *This symbol indicates the regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19% at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. - responsibility of truss fabricator. General practice 4 X 4 perpendicular to slots. Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and in all Indicated by symbol shown and/or BOCA 96-31,95-43,96-20-1,96-67,84-32 respects, equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ff. spacing, SBCCI 9667, 9730, 9604B, 9511, 9432A or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: M1 ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. MiTek® DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, © 2004 Mitek® Installing & Bracing of Metal Plate Connected Wood Trusses. Job � .Truss Truss Type City Ply Bunch - Gulbranson • R17464806 GULB0222 B -GE GABLE .e 1 t • F Job Reference (Optional) Longfellow Lumber Co:, Inc., Chico, Ca. 95928-7434, CFE , 6.000 s Jun 17 2004 MiTek Industries, Inc. Fri Jul 22 08:24:35 2005 Page 2 NOTES 4) All plates are'.'LSx4 MT20 unless otherwise indicated. - 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc.t 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) A plate rating reduction of 20% has been applied for the green lumber members. '• LOAD CASE(S) Standard ' M . 1 { ti 7777 Greenback Lane �® e WARNING - Veriiy design and READ NOTES ON THIS AND REVERSE SIDE BEFORE IUSE. parnrneters Design valid for use only with MITek connectors. This'design Is based only upon parameters shown, and Is for an Individual building component. Suite #109 A Iicabll of design barometers and proper Incorporation of component Is responsibility of building designer - not truss desl ner. Bracing shown PP hY g P P P P P P y 9 9 9 9 Citrus Heights, Ca 95610 n Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality, control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI1 Building Component M Safety Information available from Truss Plate InstlhAe, 583 D'Onofrlo Drive, Madison, WI 53719. „. ..» n iTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/e *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. diagonal and securely seat. or X-bracing, is always required. See BCSI1. 1 2 3 TOP CHORDS 2. Never exceed the design loading shown and never stack c,•z materials on inadequately braced trusses. 4 3. Provide copies of this truss design to the building 0designer, O erection supervisor, property owner and all For 4 x 2 orientation, locate Z23 m L) 0 �,a O other interested arties. pplates 0 - /ib° from outsidea �,4U4. Cut members to bear tightly against each other. edge of truss. a5. Place plates on each face of truss at each joint and c� a:cr•s R embed fully. Knots and wane at joint locations are BOTTOM CHORDS *This symbol indicates the regulated by ANSI/TPI1. _ required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19% at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 X 4 perpendicular to slots. Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and in all Indicated by symbol shown and/or BOCA 96-31,95-43,96-20-1,96-67,84-32 respects, equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. if indicated. ICBG 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ft. spacing, SBCCI 9667, 9730, 960413, 9511, 9432A or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings 14. Connections not shown are the responsibility of others. Uk (supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. 9F number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M ITeke DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate © 2004 Mitek® Connected Wood Trusses. Job Truss Truss Type Qty Ply Bunch - Gulbranson 16.8-0 817464807 GULB0222 SB1 QUEENPOST 1 1 Plates Increase 1.25 TC 0.21 Vert(LL) -0.10 8 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase , 1.25 Job Reference (optional) Longrei%Vmoer Go., Inc., Unico, Ga. 95928-7434, GFE 6.000 s Jun 17 2004 MiTek Industries, Inc. Fri Jul 22 08:24:36 28 % Page 1 -p41� 4-5-9 7 11 8 11-5.7 15-11-0 163-8 0-4-8 ' " 4-5-9 3-5-15 3-5-15 4-5-9 04.8 Scale = 1:27.0 4x4 = 3.00F1_2 4 All plates are 1.5x4 M20 unless otherwise indicated. 3x8 = 3x6 = 0-M - - - 0-0.0 i - 7-11-8 15-11-0 7.11-8 .. 7-11-8 16.8-0 LOA (ps 2-0-0 in ocI/defl Ud PLATES —GRIP TCLL 33.5 Plates Increase 1.25 TC 0.21 Vert(LL) -0.10 8 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase , 1.25 BC 0.49 Vert(TL) -0.15 8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horc(TL) 0.04 6 n/a n/a BCDL 7.0 Code UBC97/ANSI95 (Simplified) , Weight: 63 lb LUMBER BRACING r TOP CHORD 2 X 4 DF No.1 &Btr G TOP CHORD Sheathed or 4-5-0 oc purlins. BOT CHORD 2 X 4 DF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. WEBS 2 X'4 DF Std G OTHERS 2 X.4 DF Std G REACTIONS (Ib/size) 2=826/0-3-8,6=826/0-3-8 Max Harz 2=-7(load case 4) Max Uplift2=-18(load case 3), 6=-26(load case 4) FORCES (lb) -Maximum Compression/Maximum Tension . TOP CHORD 1-2=0/1, 2-3=-2130/32, 3-4=-1556/39, 4-5=-1556/39, 5-6=-2130/32, 6-7=0/1 BOT CHORD 2-8=-25/2055,6-8=-18/2055 - WEBS 3.8=-589/17, 4-8=-21/425, 5-8=-589/17 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals`or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" ` 4) Gable studs spaced at 2-M oc. 5) This truss hay been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard oQ�OFESSION � QONG C i c� m 9919 X * /30/0 s ` FOFCpi.�Fp� Io A WARNING - VeryJj design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 7777 Greenback Lane ��fjy Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and Is for an Individual building component. Suite #109 Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Citrus Heights, Ca 95610 Is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI1 Building Component MiTek® Safety Information available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719. Symbols Numbering System AGener-al Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 * Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft -in -sixteenths Dimensions are in ft -in -sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. diagonal and securely seat. or X -bracing, is always required. See BCSI1. x/16 1 3 TOP CHORDS 2. Never exceed the design loading shown and never stack c1-2 materials on inadequately braced trusses. 4 3. Provide copies of this truss design to the building cc O designer, erection supervisor, property owner and all * For 4 x 2 orientation, locate ZC23 T v6 �,, 3 o other interested arties. p plates 0 - 1/16" from outside a �a� 19 U 4. Cut members to bear tightly against each other. edge of truss. 5. Place plates on each face of truss at each joint and c�•e csa c5-6 embed fully. Knots and wane at joint locations are BOTTOM CHORDS _ *This symbol indicates the regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19°k at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 X 4 perpendicular to slots. Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and in all Indicated b symbol shown and/Or96-31,95-43,96-20-1,96-67,84-32 y y BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 respects, equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ft. spacing, SBCCI 9667, 9730, 9604B, 9511, 9432A or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings 14. Connections not shown are the responsibility of others. U10 (supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior lip reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: M1 ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M iTeko DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate © 2004 Mitek® Connected Wood Trusses. Department ®f Development Services Building Divisi®n 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Residential Constructi®n Requirements IMPORTANT . This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or alterations on same without written permission from the Building Division, County of Butte. All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 2001 California Building Code (1997 U.B.C.), 2000 California Plumbing Code (2000 U.P.C.), 2000 California Mechanical Code (2000 U.M.C.), and the 1999 National Electrical Code (1999 N.E.C.) The following items are separated into two categories (general and specific). The "general" items are for your reference and are not specifically called out on the plans by the plans examiner. These items MUST be complied with, if applicable, and it is the builder's responsibility to comply. The "specific" items have been keyed to the plans. If an item is inadvertently left out or missed, it does not relieve the builder of any responsibility for code requirements, general or specific. GENERAL REQUMEM ENTS • Guest rooms and habitable rooms shall have natural light equal to 10% of the floor area and natural ventilation equal to 5% of the floor area (Sec. 1203, U.B.C.) • Provide required room dimensions and ceiling height. (Sec. 310.6, U.B.C.) • Provide lights, switches, and receptacles for maintenance of mechanical equipment. (Sec.306, U.M.C.) • Approved vent and adequate combustion air for gas water heater and/or furnace. (Ch. 7& Ch. 8, U.M.C.) • Provide minimum one 3'-0" exterior door.. (Sec. 1003.3.1.3,U.B.C.) • Provide adequate clearance and type A flue for fireplace/woodstove. • All stairways to comply with U.B.C. section 1003.3, for rise, run, headroom, width, landings and handrails. • ` Hallways to be minimum 36" wide (U.B.C. 1004.3.3.2): - • Underfloor access and ventilation per Sec.2306.3 & 2306.7, U.B.C. • Attic access and ventilation (UBC section 1505). • Provide approved flashing at all exterior openings. • Provide 18" platform for appliances/equipment in ,garage capable of producing a flame, spark or glow. • Provide protection of appliances in garage from vehicular damage. • Closet lights per N.E.C. Article 410-8. • Provide certificates of conformance for all glu-lambeams. • Provide approved spark arrester at all chimneysitype "A" flues. • Provide 1/2"k 10" anchor bolts @ 6' o.c. max and within 12" of all joints. Provide 2'.'x 2"x 3/16" steel plate washer @ each bolt. (Sec. 1806.6, U.B.C.) • Foundations with stemwalls shall be provided with a minimum of one number 4 bar at the top of the wall and one number 4 bar at the bottom of the footing. (Sec. 1806.7.1, U.B.C.) • Slabs -on -ground with turned -down footings shall have a minimum of one number 4 bar at the top and bottom (Section 1806.7.2, U.B.C.) • Guardrails to have minimum 36" high top rail, with intermediate rails spaced that a 4" sphere cannot pass through (Sec. 509, UBC) Page 1 of 2 Owners Name: SW, -145EN Building Permit Number: OS- O yZ Plans Examiner: n ha=662� r 509, U.B.C.) • . Veneer per Ch. 14, U.B.C. • Exterior plaster — weep screeds (U.B.C. section 2506.5). • Skylights per Sec. 2409 & 2603.7, U.B.C. • Protect plastic foam insulation per Sec. 2602.4, U.B.C. • Ground fault protection shall be required in all bathrooms, garage, kitchen, wet bar, and exterior receptacles (NEC 210). • Electrical, mechanical, and plumbing construction (not plan reviewed) shall comply with the current editions of the National Electrical Code, Uniform Mechanical Code and Uniform Plumbing Code. • Minimum water closet clearances of 15" from its center to sidewall and 24" front clearance (U.P.C. 408.6). • Minimum shower compartment size of 1024 sq. in. & 30" circle (U.P.C. 412.7). • Provide plumbing fixtures, water closet clearances and shower sizes per U.P.C. SPECIFIC REQUIREMENTS 1. Provide safety glazing in all hazardous locations (U.B.C. section 2406). 2. Garage firewall separation— required on garage side, including supporting walls and posts (U.B.C. section 302.4 exception #3). 3. Install smoke detectors as per the requirements of U.B.C. section 310.9.1. 4. Special roof covering required, class B m;n;mnm 5. Provide 2 separate exits from the third story (U.B.C. section 1004.2.3.2 exception #4). 6. Every bedroom shall have at least one operable window or door. Windows shall have a minimum net clear openable area of 5.7 square feet. Additionally, the window shall have a minimum net clear openable height of 24" and a minimum net clear openable width of 20". The window sill height shall not be more than 44" above the floor (U.B.C. 310.4). COLOR CODE USED ON PLANS Blue = Engineering Pink =Firewall Green = Braced wall panels Yellow =Important COMPLY WITH ITEMS INDICATED BELOW ❑ Your parcel lies within a designated 100 -year flood plain. Finish floor shallbe a minimum of one foot above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate will also be required Note: We will normally accept the following as compliance with the flood elevation requirements: 1. Building is anchored to concrete stemwall system with conventional anchor bolts. 2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24" above grade, or engineered design required). 3. Electrical, heating, ventilation, plumbing and air conditioning equipment and facilities located above the 100 -year flood elevation. 4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total net area of not less than 1 square inch for every square foot of enclosed area. 5. The bottom of the openings shall be no higher than 1 foot above grade. 6. The openings may be screened or covered with other devices that will permit automatic entry and exit of floodwater. 7. All building materials below the 100 -year flood elevation must be offire-resistant material. ❑ Fire sprinklers are required in this structure. ❑ This parcel is located within.the California Department of Forestry and Fire Protection area. Compliance with the attached CDF fire safe requirements will be necessary. ® All structures and equipment including overhangs shall be clear of all easements. A setback of ' from the side and 'from the rear property lines and 20 feet (25 feet if Federal Aid Route) from the edge of the right of way shall be clear of structures and equipment except for a 2 foot overhang. ® Expansive soil may be encountered on this site. This condition may require the foundation to be designed by a California registered engineer or licensed architect. Page 2 of 2 Owners Name: Building Permit Number: Plans Examiner: M0W f LONGFELLOW LUMBER CO. INC. Quality Truss Design • Roof & Floor Systems 89 Loren Avenue a Chico CA 95928-7434 - Phone (530) 893-0112 • (800) 678-0112 Fax (530) 893-0140 E -Mail: trusses@lo n�yfellowlumber.com os—O s—g Z BU; E COUNTY BUILDING DIVISION APPROVED //0 S - . Customer: Ron Bunch Const. I Job No: Gulbranson (gulb0222) ENGINEER Mitek Industries, Inc. Address: 6567 Huron Ct. ; Redong (Ray) Yu - 7777 Greenback Lane, Suite 109 Magalia i Citrus Heights, CA 95610 (916) 676-1900 I i APPROVED INSPECTION AGENCY v- _- _ n c o Timber I spe ti n, I nc. AP#: + P.O. Box 20455 Portland, OR 97220 (503) 254-0204 _ ,- C -20E (Rev. 3/03) W • W U 9 - Q B C-7 B • Gulbrar-�sor� 6567 Huron Ct_ Ma9a1 is BUTTE COUNTY BUILDING DIVISION _ -APPROVED el II t + Hsa C- 'A T• LATERAL GRACE GP/hL_ j S VAtih 1 f:2 RE PLA(iuG C04 T . 6(LACFS AT Y2 0111. AT (I!. PC TF.U!.t7P6 (g' 2�4" jA�.®(2��oc. -lop O b" / 0.6. ► t'P 2120WS 0. G: TYP. ;', � •2�•4 �R AGS 27%AF t7RhG<; WITH WEA Vk lop NAILti 63' b'' M AA. 0. o. rYP. - : >=ofz �Z�P�A�►��q : f2 Fe-riAcVq Vz oi2 Y� NOT - 7 poI �s p� OgLy FONT6 6 . 1!�RA&� MUST tit: D0 % 114e LeH(AT44 OP Tve: TWO PeTAIL lb' TO bE: UiftV A5 AN ALT. 'POR ONE: &ONTINUOUi7 LATaXAL li'RA&E% TRU5'?_5 ( ? 241' O.G.. TYP. NOTE: 2X3, 2X4, OR 1X4 GRADED LUMBER LATERAL BRACE PER TRUSS DESIGN WITH 2-10D PER WEB (TYP). MAR 2 7 2002 BRACE MAY BE.ATTACHED TO EITHER NARROW FACE OF WEB. (SEE NOTE BELOW)* RESTRAINT RmUIREP AT EAG. t;Nt2 OF ZRAGE: ANV AT '20"-011 lN7ER�lAl.S. R�P�R TO �IlV--al SUMMARY f? lE*T FOR R�,GOHHE:HPATIOHE OP THE: TRU55 FLATS INOTUTE gr5sllRmar VAY OFE PKCMMQ I�YTeMt Lfi �c L q� °p araPl-Ilr�l .ore cctUtl 'REV Qj a3 19� 00TH % MITES it YNE rAe 14LIZEi.-:2 i,if+Y -rI 2' 'P 0 2)(4 A6 W4R'E' MEM(s , r, Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION 'Center Failure to Follow Could Cause Property 3/4 plate on joint unless x, y offsets are indicated. Dimensions are in ft -in -sixteenths. 6-4-8 dimensions shown in ff-in-sixteenths Damage or Personal Injury 9 ry Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. and securely seat. diagonal or X -bracing, is always required. See BCSI1. 2. Never exceed the design loading shown and never 2 3 TOP CHORDS C1-2 C2-3 4 stack materials on inadequately braced trusses. 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and WEBS o, all other interested parties. �� o For 4 x 2 orientation, locate =O U ' ��' p 4. Cut members to bear tightly against each other. Plates 0-'�� " from outside Ua° o= a " U O 5. Place plates on each face of truss at each edge of truss. joint and embed fully. Knots and wane at joint ~ C7-8 C67 C5_6 O locations are regulated by ANSI/TPII . BOTTOM CHORDS *This symbol indicates the required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI1. Plate location details available In MiTek 20/20 7. Unless otherwise noted, moisture content of lumber software or upon request. shall not exceed 19% at time of fabrication. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for PLATE SIZE THE LEFT• use with fire retardant or preservative treated lumber. The first dimension is the width CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 9. Camber is a non-structural consideration and is the 4 x 4 perpendicular to slots. Second responsibility of truss fabricator. General practice is to dimension is the length parallel camber for dead load deflection. to slots. 10. Plate type, size; orientation and location dimensions LATERAL BRACING CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. Indicated by symbol shown and/or BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 11. Lumber used shall be of the species and size, and in all respects, equal to or better than that by text in the bracing section of the specified. output. Use T,.I or Eliminator bracing if indicated. ICBO 4922, 5243, 5363, 3907 12. Top chords must be sheathed or purlins provided at spacing shown on design. BEARING SBCCI 9667, 9730, 96048, 9511, 9432A 13. Bottom chords require lateral bracing at 10 ft. spacing, Indicates location where bearings or less, if no ceiling is installed, unless otherwise noted. (supports) occur. Icons vary but 14. Connections not shown are the responsibility of others. reaction section indicates joint number where bearings occur. 15. Do not cut or alter truss member or plate without prior approval of a professional engineer. - _ - .Industry'Standards: • - -- _ Mi 16 Install an load vertically unless -indicated, otherwise. ANSI/TPI1: National Design Specification for Metal - " - lek - - ;_, -_-_..Plate Connected Wood Truss -Construction. , DSB-89: Design Standard for Bracing._- BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: MII-7473 © 2004 MiTek® Re: gulb0222 Bunch - Gulbranson MiTek Industries, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 916/676-1900 Fax 916/676-1909 The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Longfellow Lumber. Pages or sheets covered by this seal: R15375456 thru R15375459 My license renewal date for the state of California is September 30, 2006. COUNTYBUTTE BUILDING;i, t O V E D February 23,2005 Yu, Ray The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSUTPI-2002 Chapter 2. Job Truss Truss Type CSI Ply Bunch - Gulbranson GUL80222 Al HOWE �Oty g 1 R153754 56 10 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 Job Reference (optional) o.uuu s dun I / &UU9 ml I OK Inausirles, Inc. Weil Feb 23 07:47:31 2005 Page 1 -2-0.0 7-9-2 14-11-12 22.2.6 29.11.8 31-11.8 2-0-0 7-9-2 7-2-10 7-2-10 7.9.2 2-0.0 4x4 = Scale = 1:80.4 4 --1. — 1.5x 1.1.5x4 II 3x4 = 1.5x4 II 3x8 = 7-9.2 14.11.12 22-2-6 29.11-8 7-9.2 7.2-10 7-2-10 7-9-2 1$ LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Udefi Ud PLATES GRIP TCLL 33.5 Plates Increase 1.25 TC 0.88 Vert(LL) -0.12 10 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.49 Vert(TL) -0.22 8-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.37 Horz(TL) 0.08 6 n/a n/a BCDL 7.0 Code UBC97/ANSI95 (Simplified) Weight: 133 Ib LUMBER BRACING TOP CHORD 2 X 4 DF NoA&Btr G TOP CHORD Sheathed or 2-10-0 oc purlins. BOT CHORD 2 X 4 DF No.t&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 DF Std G WEBS 1 Row at midpt 3-10,5-10 REACTIONS (lb/size) 6=1685/0-3-8, 2=1685/0-3-8 Max Horz2=-47(load case 3) Max Uplift6=25(load case 5), 2=25(load case 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1 -2=0/38,2-3=2433/3,3-4=1650/41,4-5=1650141,5-6=2433/3,6-7=0/38 BOT CHORD 2-11=0/2163,10-11=0/2163,9-10=0/2163,8-9=012163,6-8=0/2163 WEBS 3-11=18/252,4-10=53/847,5-8=18/252.3-10=-790/38,5-10=790/38 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 It above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard BUTTE COUNTY BUILDING DIVISION APPROVE® ` ® ;V"NWG - Ver(y deadgn parametera and READ NOTES ON TMS AND DVCLUDED dI MFX REFERENCE pAGE AW.7473 BEFORE USE. Design valid for use only vilh MOek connectors. This design is based only upon parameters shown, and Is for an Individual building component. Applicability of design poramenters and proper Incorporation of component is responsibility of building designer- not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibilliy of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrfcation. quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component Safety Information available from Truss Plate Institute. 5113 D'Onofdo Drive. Madison. WI 53719. OQRpFESS/p ONG yG W 6;9 9 19 OF CAt�Fv` February 23,2005 7777 Greenback Lane r.rp Suite 109 Citrus Heights, CA, 95610 MR M iTekm Job r- uss Truss Type Qty Ply Bunch - Gulbranson GULB0222 TB1 SCISSORS 7 (loc) R1537545 Longfellow Lumher Cn Inc Chun r 09;ma_7nae G Ash TC 0.66 - Job Reference (optional) - - - reg of 6.600 s dun i 2uua mi I eK Industries, Inc. Wed Feb 23 07:47:32 2005 Page 1 -2-0-0 16-60 21411 26.16 32.0-0 34-M 2-0-0 16.0.0 .5.0.11 5.0-11 5.10-10 2.0.0 Scale = 1:60.3 4x8 = 6.00 f 12 3ffi i 1.5x4 II 4x12 = 2x4 II 4-11-12 9.5-0 16-0-0 32-60 4.11-12 4-5.4 6.7-0 16.60 Plate Offsets (X Y): [2:0-0-0,0-0.2] f6:0-2-0 0-1-81 [7:0A-0 0-1-01 [11 0-0-14 Edge] [15 0-3-12 0-3-01 [16:0-7 0 0-4-4] [18:0-6-0 0.1 121 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 33.5 Plates Increase 1.15 TC 0.66 Vert(LL) -0.44 14 >870 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.83 Vert(TL) -0.66 14 >574 180 BCLL 0.0 Rep Stress Incr YES WB 0.64 Horz(TL) 0.45 11 n/a n/a BCDL 7.0 Code UBC97/ANSI95 (Matrix) Weight: 165 lb LUMBER TOP CHORD 2 X 4 DF No.1&Btr G BOT CHORD 2 X 4 DF NoA&Btr G WEBS 2 X 4 DF Std G *Except* 7-15 2 X 4 OF No.1-G, 16-18 2 X 4 OF No.1-G BRACING TOP CHORD Sheathed or 2-4-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-0-11 oc bracing. REACTIONS (lb/size) Ho 11=1788/0.3-8,2=1788/0 3 8 BUTT COU —I Y Max Horz2=117(load case 5) Max UplGravl1=254(toad case 7), 2=-259(load case 7) B e, I L ®1 11 1 G D I V I S 1 Max Grav11=1875(load case 3), 2=1875(load case 2) 9N1' 911od9 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/135, 2-3=2990/436, 3-4=2550/387, 4-5=2378/391, 5.6=-4137/392, 6.7=3453/329, 7-8=3551/331, 8-9=-4453/525, / P P MilVE 9-10=4574/498, 10-11=5401/691,11-12=0/131 BOT CHORD 15-16=82/3647, 15-20=239/4139, 14-20=252/4130, 13-14=-493/4831, 11-13=-540/4822, 2-19=259/2559, 18-19=259/2559,17-18=37/42,16-17=-42f75, 6-16=140/799 WEBS 7-15=283/2686, 3-19=86/157, 5-18=1486/0, 8-14=169/342,10-13=1121175,3-18=-454/94.16-18=181/2782, 5-16=0/1456,6-15=995/131,8-15=-1144/232,10-14=801/201 NOTES 1) This truss has been designed for the wind loads generated by 75 mph winds at 25 It above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chard dead load, 100 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 ft by 32 It with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Unbalanced snow loads have been considered for this design. OQ��FESS/Ob 3) Overhang has been design fortimes live load +dead load. Q OON G Y� 4) This truss has been designed forr a a 10.0 psi bottom chord live load noncencurrent with any other live loads. 5) A plate rating reduction of 20% has been applied for the green lumber members. j 6) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify CO capacity of bearing surface. (� LOAD CASE(S) Standard 9919 yr /30/176, OFCA1.1Fv`- February 23,2005 ® WARNDTG • Ver{lj) design Parameters and READ NOTES ON TB7S AND l WJ=ED AOTER REFERENCE PAGE MU -7473 BEFORE USE. 7777Greenback lane " Design valid for use only with WTek connectors. This design Is based only upon parameters shown, and Is for on IndiAdual building component Suite 109 Applicability of desfgn paromenters and proper Incorporation of component Is responsibility of bu➢ding designer- not truss designer. Bracing shown Citrus Heights, CA, 95810 Mi Is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is the respomibfllity, of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication. quality control, storage, delivery. erection and bracing, consult ANSI/TPII Quatity Crfterlo, DSB-89 and BCSII Building Component M ITekm Safety Information available from Truss Plate Institute. 583 D'Onotdo Drtve. Madison. WI 53719. Job russ Truss Type Qty Ply Bunch - Gulbranson GUL80222 JB2 MOD. QUEEN 5 1 R1537545 , I nnnfollnw 1 nmhnr r`n Ire r`hiwn M memno vwew n___ w_,-__ Vert(LL) -0.15 14 >999 240 Job Reference o fiord/ o.uuu s jun 1 r zuu4 ml I ex Industries, Inc. Wed Feb 23 07:47:33 2005 Page 1 n -2-0-0 5-8.5 10.10-3 16.0-0 1 21.1.13 1 26.3.11 32.0.0 34.0.0 2.0-0 5.8.5 5-1.13 5-1.13 5-1-13 5.1-13 5-65 2-0-0 Sale = 1:59.8 4x4 = 6.00 12 6 3x4 = 3x8 = 3x4 = 3x4 11� 63-4 160.0 23.8.12 32-0.0 63-4 7-612 7-612 63.4 Plate Offsets (X,Y•): 12:0-10-0,0-0-101 110:0-10-0,0.0-101 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 33.5 Plates Increase 1.25 TC 0.41 Vert(LL) -0.15 14 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.56 Vert(TL) -0.27 14-15 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.70 Horz(TL) 0.09 10 n/a n/a BCDL 7.0 Code UBC971ANS195 (Simplified) Weight: 154 lb LUMBER BRACING TOP CHORD • 2 X 4 DF N0.1&Bir G TOP CHORD Sheathed or 3-7-5 oc pudins. BOT CHORD 2 X 4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 DF Std G REACTIONS (Ib/size) 10=1788/0-3-8.2=1788/0-3-8 Max Horz2=50(load case 4) Max Uplift10=25(load case 5), 2=25(load case 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/38, 2-3=2833/0, 3-4=2512/42, 4-5=2512142, 5-6=1766/56, 6-7=1766/56, 7-8=-2512/42, 8-9=-2512/42, 9-10=2833/0, 10-11=0/38 BOT CHORD' 2-15=0/2513, 14-15=0/2062, 13-14=0/2062, 12-13=0/2062, 10-12=0/2513 WEBS 3-15=397/12, 515=31/441, 5-14=708/30, 6-14=62/1131, 7-14=708/30,7-12=31/441, 9-12=-397/12 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the Wind loads generated by 75 mph Winds at 25 ft above ground level, using 10.0 psf lop chord dead load and 7.0 psi bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 It by 24 ft With exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASEIS) 'Standard oQ�kQFESS/�N ONG i �UT� Y LU 9919 rn BUILDING ®IVIS1 /30/0 �k APPROVED • FOF CAI*�� February 23,2005 ' ® WARNING • Ver (/y design parameters and READ NOTES ON TNrS AND INCLUDED M/TEE REFERENCE pAGE MU -7473 BEFORE USE. 7777 Greenback Lane Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Suite 109 Applicability of design paromenters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Citrus Heights. CA, 9561 oml is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibiigy of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding labricaticn, quality control, storagedelivery, erection and bracing, consult ANSI/rPll Quality Criteria. DS6-89 and BCSII Building Component Safety Information available from Truss Plate Institute. 583 D'Onofrio Drive, Madison. WI 53719. M I�ekm Job Truss Truss Type ty Ply Bunch - Gulbranson GULB0222 B3 CATHEDRAL j(12 1 R1537545 Lonafellow'Lumber Co _ Inc Chir, ca QSQ9RJA3A r-- A� — >981 240 Job Reference o tional ---- o.wu s dun i7 20u4 mi lex Inaustrles, Inc. Wed Feb 23 07:47:35 2005 Page 1 -2-0-0 5.8-5 10-10.3 16-0-0 19.11-2 23.10.4 271'-3 32.0-0 34-0-0 2'0-0 5.8-5 5-1-13 5.1-13 3.11-2 3.11.2 3.7-15 4.5.13 2.0-0 Scale = 1:60.3 4x4 = 6.00 F12 6 1.5x4 II 3x4 = 5x8 = 3.00 r12 5.8.5 10-10-3 16-0-0 19-11-2 23.10.4 27.6-3 32-0-0 546.5 5.1.13 5.1-13 3.11-2 3-11-2 3.7-15 4-5.13 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udefi Ud PLATES GRIP TCLL 33.5 Plates Increase 1.25 TC 0.61 Vert(LL) -0.39 . 14 >981 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.68 Vert(TL) -0.59 14 >649 180 BCLL 0.0 Rep Stress Incr YES WB 0.99 Horz(TL) 0.32 11 n/a n/a 7777 Greenback Lane SuiteM7 109 BCDL 7.0 Code UBC97/ANSI95 (Simplified) - Safety Information available from Truss Plate Institute. 583 D'Onofrlo Drive, Madison. WI 53719. M iTek40 Weight: 168 lb LUMBER BRACING TOP CHORD 2 X 4 DF N0.18Btr G TOP CHORD Sheathed or 2-5-12 oc purlins. BOT CHORD 2 X 4 DF No.18Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 DF Std G WEBS 1 Row at midpt 7-16.9-15 REACTIONS (Ib/size) 2=1788/0-3-8,11=1788/0-3-8 Max Horz2=50(load case 3) Max UpIWft 25(load case 5), 11=25(load case 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1'2=0/38. 2-3=2863/3, 3-4=2324/31, 4-5=2324/31, 5-6=1767/56, 6-7=1767/62, 7-8=-2618/23, 8-9=2618/23, 9-10=4997/0, 10-11=5535/0,11-12=0/37 BOT CHORD 2-18=0/2541, 17-18=0/2541, 16-17=0/2079, 15-16=0/2414, 14-15=0/4607, 13-14=0/5035, 11-13=0/5035 WEBS 3-18=13/182, 3-17=540/28, 5-17=26/335, 5-16=732/35, 6-16=63/1185, 7-16=1402/1, 7-15=0/1216, 9-15=2720/0, 9-14=012427, 10-14=470/47, 10-13=14/136 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 it above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Bearing at joint(s) 11 considers parallel to grain value using ANSUTPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing �oFESsi Q surface. ON(j LOADCASE(S) Standard BUTTE Cr R IN 3 9919 M BUILDING DIVI )7o�'^4 >a 130/06 • FOF CAll-W February 23,2005 • - ® %XRNM - Ver((y design parameters and READ Nor= ON Tars AND INCLUDED wTEE REFERENCE PAGE 8�-7473 BEFORE USE. Design valid for use only with Mitek connectors. This design is based on u g M eon Parameters shown. and k for an Ir Mdual building component. 7777 Greenback Lane SuiteM7 109 Appricab0ty of design paromenters and proper Incorporation of component & responsib0ry of building designer - not tons designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibillity of the Citrus Heights, CA, 95610 ul I erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding ^ fabrication, quality conhol, storage. delivery, erection and bracing, consult ANSI/fPl l Quality Criteria, DSB-89 and BCSII Building Component - Safety Information available from Truss Plate Institute. 583 D'Onofrlo Drive, Madison. WI 53719. M iTek40 ■11 4, = 1!1 -o 5; Z - BUTTE COUNTY BUILDING DIVISION APPROVED BUILDING DEPT. Copy , N� !� IL x n C � X09 x 6'_ N r .. X \,. 44 % . V �0 cro �.� 0 ti ) N 01 —` x Al( NEw Lnl SJl� p7zoct 10) _ v �l f 4 _ J 1 ` I . _ J a� `�- U Ilk A 1 Id �.0 v W � nQ V, p ^V vJ hit, �O x 1, ' _X ba a FSE �f s ,• axe sir�zrdcv�l( (!P o.C, ' S 1 �o z r.D a FD,n', $ 3 AT (E� SL)(1 FV7D x � 2 A v 00 , BUTTE COUNTY BUILDING DIVISION D A3 APPROVED 2 cE � 5u13 F.aar� w --� s ,r �- p f 2G �� �•" c'r� a c{ �/} 2E1�1 Po��� <� Ifo s S n e Pew 2/�� cl BUTTE COUNTY. BUILDING DIVISION APPROVED BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND -SUBMITTAL REQUIREMENTS 24 HOUR fNSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICATION Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY" APPLICANT NAME CONTRACTOR OWNER La Nam Addres ;?*2 f C Firs N me r "A'44 Ad ress tlr2D/1 City&14 , 6ia FR05 7,5- E-mail Planner one 99 221ax f E-mail _�- APPLICANT NAME CONTRACTOR Name 0,TP,6 c� , Addres ;?*2 f C City dU State Phon9-0-9 251 e -3275' FR05 7,5- E-mail Planner Lic. # 2 Cla APPLICANT NAME ARCHITECT/ENGINEER Name citewl(lg Address SZZ-7 City dU State Zip .Phone Book Fax E-mail Planner State License Number APPLICANT NAME Name— ame 1z'60 'D Addr7 / q / citewl(lg Cross Street SZZ-7 Phone dU E-mail MFAS P—PA" AI I L - W -A MA, bT For office use only: Zoning Property Address Flood Zone Cross Street SRA I Yes I No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: PERMIT NO. 1.3 W BIN N LOCATION AP# J 14 O to (Oa da -d c vdzo •� Property Address Cit A Cross Street WORKER'S COMPENSATION Policy Number 1q1) g/ I q a 0 Carrier `` ��'7�J C r UeUU ��kr4 fohringanyone other than license contractors, a certificate of worker's pensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: Sq. Footage ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): . 'XV EXPIRATION OF AP CA NV Applications for which a it Ps not b wil expire one year after the date of app anon. In er to r e . action on an application after expiration, new a ica on, lard and fee will be required. REQUEST FOR REFUNDS Refunds can only be made upon written cg est by the person who paid the fee. The request must be mad rdr to the expiration of the permit and no construction work has n done. Filing fees, plan check fees for work plan checked and er department costs are not refundable. Received by(`n Amount: Bldg SRA Receipt #:41363 1363 Sheriff SMIP Other Date:1 A f 2 t 1,, 2 J �f' J Total OVER FOR SUBMITTAL RtUUIKtMtN 15 I' K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 REV 7-27-04 SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. (Note: Not required for additions to mobile or modular homes.) ❑ 5. Statement of Intent for Non -heated and AIC for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Detached Accessory Building Form filled out by the owner (if required). ❑ 12. Hazardous Material Form (for Commercial Buildings only). ❑ 13. Sanitation and site plan approval from the Environmental Health Department. Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information, (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner (for 433A's). If you have questions or would like additional information regarding this process, contact a Permit Application Assistant�at (530)538.7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action �. on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 7-27-04 ..r ...'� .1...'.rrnvq....n,.'�-...s:�- .- _. ...1.. �-.._ � .._.-.�.� ...+.. � •.�-•---..-.yam.«. �.-,...,�„-�-,^rr-*++f+,+.�-.a-..-,� ..r._. •--rr."`! .'f`"�-�.z �_ �, _ - COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DYIS1ON 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: G( lka- ASSESSOR PARCEL NUMBER l0 U �� I Proposed Building Use: I / Counter Technician: 49Date: Items required in order to ' pply for a permit. All b es MUS7f be checked OR marked NA in order to apply. ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. Com` 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. I� 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner ❑ 14. Hazardous Material Form 0 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable. ❑ 16.. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers............................................................................................ ❑ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required ........................................... ........ ❑ 20. Erosion Control Plan Required........................................................................ ........ ❑ s211gFees as shown on the attached Schedule of Fees Due Sheet .............................. ❑`, �� 22 City of Chico Plumbing permit........................................................................ D r til' California Department of Forestry plan approval ❑ paid. Sent by: ............. 01 24. Planning approval (A) Use: (B)Parking: (C) Parcel Check: ❑ 25. Contact Land Development about _ Improvements, _ Drainage ......................... ❑ 26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier and Policy Number .......................................... ❑ 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 32. Letter of Signature authorization......................................:............................. ❑ 33. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 34. Manufactured home utility clearance............................................................... ❑ 35. Existing violations and/or expired permits......................................................... ❑ 36. Deed Restriction......................................................................................... ❑ 37. ❑ Grant Deed, D.M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 38. Other: ❑ 39. Other: When issued Telephone _ and hold for pickup. I have been informSO-6f)the 461ve items $d requirements for obtaining a building permit. Applicant: c 1. Index permit a6plica-ti-o-nI r t e ab ve' s n m ered: A.v 2. Additional items required on ra , designer, owner, was advised of the above data by Vphone, ❑ mail, ❑ counter, by Date: 11tr7 Contractor, designer, owng�„mss advised of the above dal by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: M . Date: I D Plans approved by: Date: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division Date: //- Plan Check Letter ij d a 4 .f I ' . 1 N� � E i t , } d 1 ; f ij d a 4 .f I ' . 1 N� � RESIDENTIAL 066-200-011 04-3181 )v PERMIT NO. —_ G ULBRAWSEN, MICHAEL -- � 6567 HURON CT; MAGALIA Cont: DSR BUILDING FUZE DAMAGE REPAIR SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) Signature CHECKED BY OK' Not 0_ Not OK able Not . = otReady MOBILE HOMES Date MCBILE HOME UTILITIES (Plans) OK except #'s Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements 2. 2.. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4. 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or/ /" L "ft./ P LPG Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 7 Well Clearance & Disconnect 6. 8 Utility Clearance 7. Electric Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 10. 1. Zoning Requirements -Setbacks -Easements 2 Footings; Size -Spacing -Marriage Line Ext.; Steps -Doors -Landings 3. Gas; MH Test -Demand -Valve -Connector 12. Braced Wall Panels 4 Electricity; MH Test -Crossovers -Breakers -Clearances E Drain; MH Test -Fall -Flex Connector Date E Water; MH Test -Regulator -Connector Card B-1 Date Card B-1 7.. Water and Sewer Connected -C/O to Grade -HD Approval E. Gas and Electricity Tagged Date E. Tie Downs -Type -Installation Cert. 1G. Exits; Insp.-Sketch Setbacks -Easements 1-. Cert. of Occupancy 2. Soils; Compaction -Structure Stability 3. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) Elec.; Pool Lighting; 15 Volts-GFI - . Zoning Requirements -Setbacks -Easements 6. 2. Footings; Size -Spacing -Marriage Line 3. Blocking Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 4. Gas; MH Test -Demand -Valve 8. -5. Electricity; MH Test 3. Water; MH Test Health Department Approval 7. Water and Sewer Connected 10. 3. Gas and Electricity Tagged 3. Exits Light Niche 10. License Decals 12. 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- Panel boards- Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK = Not Applicable « = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s Card B-1 Date Card B-1 1. Zoning -Setbacks -Easements -Flood -Slope Card B-1 Date Card B-1 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel- Bloc kouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 56. 9. D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test 57. 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 58. 11. Water Pipe; Test -Anchors -Regulator -Service Test 59. 12. Electric Underground 60. 13. Plenums & Ducts; Clearance -Material -Support -Ins. Smoke Detector 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies Brace Interior/Exterior Wall Panels 15. Access & Ventilation Insulation -Walls -Ceilings 16. Insulation Infiltration -Walls -Windows Card B-1 Date Card B-1 Date Date Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 38. 17. Water Htr.; Vent -Access -Combustion Air Baffle 39. 18. Water Pipe; Test & Anchor -Nail Protection 40. 19. D.W.V.; Test Fittings & Anchor -Nail Protection Bedroom Exiting 20. Shower Pan; Test, First Floor -Tub Access G.F.I. & Bath Fixtures & Tub Access -Spa 21. Test Tub & Shower, Second Floor -Tub Access FRAMING (Permit) OK except #'s 22. Gas Pipe; Sixe & Anchors Sills Proper Materials & Anchors 23. Fire Sprinkler; Test Date FRAMING (Continued) Card B-1 Date Card B-1 Date Hangers -Post Caps -Anchors -Connectors Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 56. 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral 0 Yes O No 57. 32. Service -Riser Conductors & Ground Main Disconnect 58. 33. Equip. Clearances Panels-Motors-Mech. Equip. 59. 34. Clothes Closet Light -Shower Light -Spa Light 60. 35. Smoke Detector 61. Brace Interior/Exterior Wall Panels Date Insulation -Walls -Ceilings Card B-1 Date Card B-1 Date Infiltration -Walls -Windows Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Date 36. A.C. Ducts Insulation & Support Date 37. Vent Fan, Exhaust above insulation 64. 38. Condensate Drain & Overflow, Size & Grade 65. 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 66. 40. Attic Access & Platform if Furnace in Attic Date Bedroom Exiting Card B-1 Date Card B-1 Date G.F.I. & Bath Fixtures & Tub Access -Spa Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 75. 46. Headers & Beams -Size & Bearing 76. A.C. Duct in Garage -Damper Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes _ 83. Following Instld./Drive 0 Yes 0 No/Walks D Yes 0 No/Planters 0 Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/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: • .. .,._.— '--•� � - rirRcr�6lA[RA'G•J>F➢VHZtDYaltg:K,K�1GSd'B'/. ffiGC:t�Y/ 066-20-0-011' - 92-2875 BP"Ep_Mr@ tMULLANIXf Gary ' 6567 -Huron C f Ma 0 Pfw I MAGE REPORT galianew sf �Yrzt;E+ T rt '!t",l i<SS'3` sYykf, l>,�Gl=ltixJ,�'RJ.� 066-20— 1 Vf .jiii. 1 { t i 0— u . �d � �rri�tti 'S( kF�al¢o ' r4f� ? 01 93— %t Axa 'Styr Isa 117�h.','¢ y 1. a r�4 MGARY.3180 B ULLANIX .,�;��' Jzr.,�'°"� ,�.� ,..�. , �:',� t f ; •rf•H kk,�:w,r,> f :%t fl , � . �' ,;i .. „r arT4'r, t•'(z z , ,f .. t,. �=' `Yq��:. •,k,• ,k �'� .1�"p-+. s .f .,�: .,,, 6567 Er• �. re '�.:�: lH,�r'd .tf ��' r•• i�tt 4 •Y'4'4� `iri'ti7"itMr' ".'`:p ��0.'� l._ .;4 HURON /'�, �;--,t�+•y�..,A4.., N �, MAGAIA p`r t�� ; �` �.� ""t• :.:, ;��?' `�; MAGA IA �J£. fi':; y.qy¢ S.pr.�:yn,{�.rri,.F• 4#-.,` 15;. {t vjn,xastriijti t; n"x fJ T 7 t� w ADDL S 2. a ,:�,� K , r A, 4 IY t i .�. f !"a f.% :"_'"; 4 �• l }�� Ju,, , } Q FTG/SF / '% /�'� ... _, rpt, y cs s ; +F"li+irJk':. 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GULBRANSEN, MIKE &TINA s VIA E Y f r Tit 6567 HURON CT, MAGALIA WORKSHOP REPLACE 00-1002 a 4r3u .t: x ..: t t .c•; y , .� t � _., r .-. - ... _. .. .... __. ...__.. _ ....... __ r r-.`• t..j . r - r 066-200-011 03-3469 GULBRANSEN, MIKE ;,J ? 6557 HURON CT, MAGALIA Cont: AAMROA CONSTRUCTIO , REMOVE WALL/ADD JACUZZI.. ' " BUTTE COUNTY DEVELOPMENT SERVICES COMPLAINT FORM This information is not available to the public!!!!!'. to DO NOT COPY FOR THE PUBLIC OR THE FIELD INSPECTOR!! The following information is required for Housing Complaints and the Complainant MUST BE the person living at the complaint address! Complainant: Address: Phone Number: The above. information is not available to the public!!! ! ! ! ! (2) FAX N0. 5308735294+ � ll. Aug. 02 2004 12:36PM P2 Pd gX, S�� t5 9saa � f'o ..1 bS 32--7 Co Mobile dome Condition of Utilities:,( ) Damaged -Requires Permit ( ) Undamaged —No Permit Required Description of Damaged Area: e <"R"jrW 1�'�l� jAIKA- FL,00k, Estimate Cost of Repairs: Condition of Foundation: ( ) Good (:) Poor Explain if repairs needed: inspector: r �-� Date: Sketch building on reverse and indicate area of damage. ,/V oTjOr�%- Oma%` FIRE DAMAGE'REPORT y t OWNER: t'.1�P:'1- ' DATE:' LOCATION: !/4 %a1 "� 'F A.P. # CONTRACTOR: ZO G: DATE'TO INSPECTOR `U PERMIT HISTORY ( ) NONE ( FOLLOWS: BUILDING INSPECTOR'S REPORT Building Description: Commercial/Usage: Residential # of Units: 0 Currently Occupied (} Yes ( %fio Abandon actin ~ Electric: ,! ' Electric Currently () On ' , 1- ` (��Off �?.i%� �1L- Condition of Electric f Gas: Currently i () On Condition r Sanitation: " Plumbing Working (;) Yes ( ) No Obvious Sewage Problems ( ) Yes V No Mobile dome Condition of Utilities:,( ) Damaged -Requires Permit ( ) Undamaged —No Permit Required Description of Damaged Area: e <"R"jrW 1�'�l� jAIKA- FL,00k, Estimate Cost of Repairs: Condition of Foundation: ( ) Good (:) Poor Explain if repairs needed: inspector: r �-� Date: Sketch building on reverse and indicate area of damage. ,/V oTjOr�%- Oma%` 1 n f � Department of Development Services Building Division 7 County Center Drive . Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX FACSIMILE COVER SHEET Date:7 A z F To: From: Subject: Number of pages (includingthis cover sheet): Fax Number: S- - Qg 8 T If you do not receive all of the -pages, please call (530) 538-7541 as soon as possible. Special Instructions: ;//Review and respond accordingly. For your information only. Sin r ly, COAWMENTIALITYNOTE: The information contained in this facsimile is confidential and may also . contain privileged information. The information is intended only for the use of the individual of entity to whom it is addressed. If you are not the intended recipient, you are hereby notified that any. use, dissemination, distribution, of copying of this communications is strictly prohibited. If you have received this facsimile, in error, please notify me immediately by telephone, and return the original to me. Thank you. 2 - Olt CDF/BUTTE COUNTY FIRE INCIDENT LOG • DATE 12/19/2003 INCIDENT NUMBER 1481811, LOGGED B JAMC . 7l tt REPORT TIME 8:33 LOCAL FIRE NUMBE 1 awt 1 nrwl Firw RO PORTER STATE FIRE NUMBER 680wRr Cfwlo Flm nas�o.c BI CASE NUMBER 83 6antCwRnSc MEDICS LOCATION T PRA JV2 ECC ❑ RP IT21070 .PHONE NUMBER REPORT METHO 1RADIO WILDLAND FIRES ❑ ESTIMATED ACRES —1 FIRE INFORMATION STRUCTURE FIRE RESIDENTIAL I FIRE INFO SENT HO . E-MAIL BY JAMC TO STA33 ^OTHER FIRE • . I 7 -DAY LOGGED W INITIALS JB irMEDICAL AIDS INCIDENT NAM IGALBRANSEN PSA/OTHER START DATE 12119/2003 START TIME 8:10 6 HAZ MAT , _ DIAMOND # 5.0 +!'.. COMMENTS CAUSE ELECTRICAL POWER FULLY INVOLVED WHEN MCFADDEN LAND USE DOMESTIC ARRIVED ' c ACRES 1�J TYPE OF ACRE DIAMOND 5 ONLY $ ' DAMAGE TYPE ALL OTHER {� DOLLAR DAMAGE 130000.00 SAVE 1 110000.00 •h �' INJURIESIFATALITIES ❑ � � # CIVILIAN INJURIES n1 —# CIVILIAN FATALITIES _ 01" ' EMD ❑ OES ❑ . # FF INJURIE = 0 # FF FATALITIES FC -40 INFORMATION New Incident FC -40 ❑ DATE OF FC -40 INC I AGENCY INC # INC P# FC -40 COMP DATE FC -40 COMP BY County Notifications ❑ EARS Hard Copy Recieved ❑ EARS Checked Agenst EARS Computer ❑ n Y tii � • a �k COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-754 PERMIT NO. (Rev., 2/96) APPLICATION AND PERMIT -3-- ASSESSOR PARCEL NUMBER 066-200-011 ZONING BUILDING PERMIT OWNER MIKE GULBRANSEN TELEPHONE 873-3344 so. Fr, OCC. BUILDING VALUATION .00 OWNERS MAILING ADDRESS 6567 HURON CT MAGALIA 95954 ('f�j��T ` Ny CONTRACTOR'S NAME AAMROA CONSTRUCTION CO. TELEPHONE 533-1127 CONTRACTORS MAILING ADDRESS 311 OAKVALE AVE OROVILLE 95966 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 $ 135.00 Plan Checking Fee $ 87.75 BUILDINGADDRESS 6557 HURON Cr, MAGALIA 95954 Energy Plan Checking Fee $ $ PERMIT FEE $ 242.75 LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 3 7-0021.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel N Utilities ❑ Installation ❑ Other ❑ Describe Work: REMOVE WALL, ADD JACUZZI, REPLACE SHOWER, SINK IN OTHER ROOM Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W I@20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service .111. 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,8n 'n full force and effect. y- License Class Lic. No. DC �� S �7 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 Main Service 200A TO 1000A 46.00NEW CONST. DWELLING OCCUP. ADDNS. ( MLIAC°o� SO 3.5¢FT; NOR EW CONST. NON RESID. @7.50 POWER AP ARATU 8 SINOIF OIJRET CIR. Ex. Occup. OUTLET OR FIXTURES 20 @'. 50 BAS @ .w Ex. Occup. D�XUTIEETS R °Ek 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirino 23.00 23.00 PERMIT FEE $ 43.00 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. IHood ❑ 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 Policy Number (The above sections need not be completed if the permit is for work of a valuation f one hundred dollars ($100) or less.) certify that in the performance of the work for which this permit is issued, I shall not employ any person in an manner so as to become subject to workers' compensation laws of Cal If( and agree that if I should become subject to the workers' compensation ' ions of section 3700 of the Labor Code, I shall cc y,�pr- h t4q rovisions. U l///0 X Date�� Sign Applicant - ❑ Owner ❑ Contractor ❑ Age t I /Ure An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling 6.50 Ventilation 1 4.50 4.50 PERMIT FES $ 24.50 Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 381.25 HAZ: D. FEES IMP FLOOD COF PARCEL PD HD ISS This permit is hereby issued under of the Butte my Code and/or indicated above r which fees have PERMIT PIR JON the applicable provisions Resolutions to do work been paid. ,, Date ( \ 'l - Date Receipt No. WHITE-D.O.S.-B.D. CANARY -ASSESSOR -PINK-INSPECTOR GOLDENROD -APPLICANT MA COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION PERM 7 County Center Drive a Oroville, California 95965 • Telephone (530) 538-7541 63,.3 L� (Rev.12/96) APPLICATION AND PERMIT ZONING BUILDING PERMIT ASSESSOR PARCELtNMBEA O 7 _ � � Iv�C TELEP"oN SQ. FT. OCC. BUILDING VALUATION OWNERS MM NG-�RTRESS�\� NAME CO ,o T OONSTRUCnoN LENDER Fireplace LENDERS MAILINr ADDRESS Total Valuation $ LICENSE NO. Firing Fee $ 20.00 ARCIiIIEGT OR ENGINEER $ Permit Fee ARCWM= OR EN31NFER'S MAwNG ADDRESS Pian Checkin Fee $ BUIDINGADDRESS Energy Pian Checking Fee $ ? PERMIT FEE $ PARCEL PLUMBING PERMIT Fling Feel 20.00 LOT NM suaonnsloNSNAME 7.001,::V Each Trap USEOFSTRUCTURE Solar or heat pump water heater 23.00 Water i ing 15.00 SF ❑ Duplex ❑ Mobilehome ❑ Other SAIF, Each gas water heater or vent 15.00 TYPE OF WORK Gas piping system 1 - 5 outlets 15.00 New E3. Addition 13 Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Building sewer 15.00 --� W @20.00 Moble Home S G Describe Work: PERMIT FEE 4FARna ELECTRICAL PERMIT Fee 20.00 Main Service 200Aoa L2LESS 3.00 Main Service 2M To 7OWA 46.00 NEW CONST. DWELLM oCCUP. O. 3.54Fr. 1 OR ADDNS. a ACC. BLDs . MUn ou @7.50 ��x NDNAcEoSNIDs C�uPERMIT, FEE PAID sK E). Dom, . OVLL DR FDnURES .00 BAL @ .SO Ex. Occup. s °EA 5.00 SRA $ Temporary Service 23.00 Moble Home Facilities —p 20.00 � tasc. Winn 3.00 SHERIFF $ PERMIT FEE MECHANICAL PERMIT Filing Fee 20.00 Heating OTHER $ CooMg Hood 6.50 Ventilation $ PERMIT FEt $ 5 Mobile Home Installation Fee $ Energy Inspection Fee $ ` CONST' r(PE TOTAL FEE $ � NAZ 0. FES IMP FLOOD CDF PARCS PD- HD �� AMOUNT RECEIVED . $ �� is hereby issued under the applicable provisions This permit of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. DATE RECEIVED By Date ...-...... u iteoun _AU BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 . FAX: (916) 538-2140 September 26, 1994 Gary'Mullanix RE: Building Permit # 93-3180 P 0 Box 633 Expiration Date: 10'/1°5/94�-- Magalia CA 95954 A. P. # 066-20-0-011 With reference to the above subject, our records indicate that your building permit expires on the above date and your permit falls into the category marked below: [ ] Permit work started, but not completed. Permit may be renewed for 1/2 the original building permit fee (plusa $20.00 filing fee). The renewal permit will extend the building permit for an additional year from the original expiration date. Should you not renew your permit within 30 days of the expiration date, all work must cease until a new building permit has been issued. For your convenience, we are enclosing a renewal application form and owner -builder form to be completed and signed by you where indicated and returned to this office together with the fee shown. Please return all copies of.the application foA.&U. -No inspections have been made on permit work. , Inspec-tion. s are required to verify code compliance. We are unable to renew a permit where the work has not been started and inspected prior to permit expiration. After expiration of ,your permit, no work may .bq started -,until ea new permit has been=issued If our records are in error or should you have any questions concerning this matter, please contact the PARADISE office. Thank you for your prompt attention concerning this matter. Yours very truly, Michlael C.1 Vieira, C.B.O. MCV:ahb Manager, Building Inspection Attachments Chico office - 1469 Humboldt Rd/891-2751 Paradise Office - 747 Elliott Rd/872-6307 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 P R,p�IT NO. (Rev. 12/96) APPLICATION AND PERMIT n I � ( a I1_5 ELNUMBER 699-0Y66_011 ZONING R-1 BUILDINGPERMIT OWNER MIKE & TINA GULBRANSEN TELEPHONE 373-3344 SO. FT. OCC. BUILDING VALUATION 264 U 4752 .OWNERS MAILING ADDRESS 6567 HURON COURT MAGALIA CA 95954 CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTORS MAIUNG ADDRESS CONSTRUCTION LENDER LENDER'S MAILING- ADDRESS Fireplace Total Valuation $ 4752 ARCHITECT OR ENSIINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 72, ARCHITECT OR ENMNEER'S MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 6567 HURON COURT MAGAL Energy Plan Checking Fee $ $ PERMIT FEE $ 92.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex O Mobilehome ❑ Other SPECIFY 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 ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation O Other O Describe Work: WORKSHOP REPLACES BP#00-1002 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home IS I GI 20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00; LE Main Service zoOA OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affi m 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.POWEPUS 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: 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. O 1, as owner of the property, am exclusively contracting with licensed contractors to ccnstruct 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 46.00 NEW CONST. DWEWNG CUP. OR ADDNS. ( 8 ACC. BLDS. SO 3.51ZE 9.25 NEW IDT -OUTLET CIRCUITS @7,50 8 SINGLER AOUTLETPARATCIR. EX. Occup. OUTLET OR FIXTURES 00 BAL @ 1 0 Ex. Occup. oFur rIXEDs AES,6.LNSDeA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirin 23.00 PERMIT FEE $ 29.25 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ 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 certfy that in the performance of the work for which this permit is issued, I shall not employ any son ner so as to become subject to workers' c0m3ensatio,4am of California, ee that if I should become subject to the or ars' c pens 'on .provisions ion 3700 of the Labor Code, I shall fo it o ply will se rov'sio Dae / a e o App ica Owne Contracto Agent'�% An OSHA permit is require for excavatio -ver 5' d and demolition or construction of structures over 3 stories I eight. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ L / HAZ. I D FEES IMP I FLOOD CDF PARCEL PD HD JPI11E This permit is hereby issued under the of the Butte County Code and/or indi ted a ve for wh'ch fees have By PERMIT EXPIRES ON Ili applicable provisions Resolutions to do work been paid. 1 f'7j71a I Date %] 717,1 ' (/ 0w.) Receipt No I WHITE-D.D.S.-B.D. CANARY -ASS SSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES'- BUILDING DIVISIO 7 County Center Drive • Oroville, California 95965 • Telephone (530 5 N 'ev''?'' APPLICATION AND PERMIT38-7541 s, PERMIT AS SESSOR PARCEL .NUMep1 mNNo —/ BUILDING PERMIT OWNER / NE owRv� S FT. OCC.AD BUILDING VALUATION CONS TAW"ON LEND at LENDER'S MAIURO ADOREBY ARCnRECT OR ENO WM APCNRECT OR ENONEFMI MAUNO ADDRESS DUUANO AOFP SS f ��i _T. ,Or NO I 8UeDN15I M!8 WA E USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other New O Addition O , Remodel 0 Describe Work. TYPE OF WORK Utilities ❑ Instillation ❑ Other ❑ *PERJIAIT FEE PArb SRA �. SHERIFF OTHER AMOVNT RECEWEO Fire lace Total Valuation S No. opt WE- III. —V77 * TO Be wr metro coMnnm Permit Fee ecking Fee Plan Checking Fee PERMIT FEE PLUMBING PERMIT Each Trap Solar or heat pump water heater Water Dioino tech gas water heater or Gas pipings t� o Buildinger Mobile Home I S I G71 PERMIT FEE _ ELECTRICAL PERMIT Main Service OR LESS 20" OR LESS Main Service ( tow To icwA i 20.00 g20.00 n Fee 20.00 23.00 48.00 3.5err. @7.50 OR MMI"AIS 200 1•�aAa a+oLrrLErs .50D'LPPL'e EsiD. EA. 5.00ervice Moccup.OUTLET 23.00 Facilities 20.00 23.00 1 PERMIT FEE I S oil., � MECHANICAL PERMIT Fling Fee 20.00 Heating Coolina PERMIT FEE t Mobile Home Installation Fee S Energy Inspection Fee S occ co TYPE TOTAL FEE $ K*Z 10. FEES I LMP 8000 COR I PARCEL Po A. This permit is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work Indicated above for which fees have been paid. By Date PERMIT EXPIRES ON ti OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major. labor and materials for construction of the proposed property im ovement : YES d .NO 0 2. I HAVE,1HAVE NOT 0 signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work:. NAME: ADDRESS: PHONE: CITY: CONTRACTOR'S LICENSE NO. I will provide some of the work but I have contracted (hired) the following persons to provide 'the -work indicated: NAME ADDRESS PHONE TYPE OF WORK 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 OVER OWNER BUILDER INFOPMATION Dear Property Owner: Pr 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 parry 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 S300 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 contacting 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. i rely, A' &.1-1 Mic el C. Vi ira, C.B.O. M ger, Building Inspection NOTE: This Owner -Builder Information is required by Section 198.0 of the California Health and Safety Code OVER m COUNTY OF BUTTE Oroville, California GENERAL CLAIM .LAIMANT: CHRISTINA GULBRANSEN ADDRESS:_ 6567 HURON CT :ITY & STATE: MAGALIA, CA 95954 )ATE OF CLAIM: 11-29-01 SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERVICES IMPORTANT - SEE INSTRUCTIONS ON RFVFRSF CInC ATE DESCRIPTION OF CLAIM (DESCRIBE FULLY TO AVOID DELAY) AMOUNT PERMIT EXPIRED. AP# 066-200-011 BP# 00-1002, RECEIPT# 294442, DATED: 5/4/00 OWNER: CHRISTINA AND MIKE GULBUNSEN RETAIN REFUND PRDCFqqTNG FFF. 25.00 RETAIN BUILDING PERMIT FILING FEE: 20.00 RETAIN ELECTRICAL FILING FEE: 20 00 RETAIN PLAN CHECKING FEE: RETAIN SRA FILING FEE: 43 0 TOTAL AMOM TO RF RE7ATNFDe 1 SL 'q0 517 0-5 TOTAL AMOUNT TO BE REFUNDED: TOTAL ,e undersigned, declare under penalty of perjury that the services or articles claimed have been *performed delivered, and that this dawn is true correct as stated. ed this day of r' i 1 s at ��,�' L.i .. ,' ' �, Calif., /x` ' Signature 0 Claimant. is undersigned, hereby certify that, to the best of my knowledge, the services or articles specified t there is a Budget Appropriation ( I or Specific Board Approval ( ) (Check one) for)r#�w. ed this 29 day of NOV "__0; at OROVILLE Calif. have,bee performed 6r delvered and Head or Authorized Deputy x. Code 440-002 Exp. Code 4210500 PAYABLE F90M R 1TT.DTNG PERMT S FUND ot. Code Exp. Code PAYABLE FROM FUN 3t Code Exp. Code PAYABLE FROM FUN DO NOT WRITE BELOW THIS LINE - AUDITOR'S USE ONLY )EPT. & SUB. I PROJ. I SUB. OBJ. I CLAIM NO. I INV. NO. I INV. DATE I ENCUMB. I GROSS AMT. f I . FOR BUILDING DIVISION USE.- SE:Receipt ReceiptInformation:` t, `J : Number*, 4 -, U I Date: Issued To: 5 7 Amount: k Fees Retained: VProcessing Fee: til le/Bldg Filing Fee: $Zq e) • Plbg Filing Fee: $ 1 Elec Filing Fee: $ Mech Filing Fee: II $ Energy P/C Fee: $ ✓Plan Check Fee: $ 46, Inspection Fee: $ I . o/SRA Fee: Total Amount Retained TOTAL REFOND DUE $ a r I I . I F j CLAIMANT'S NAME_ MAILING ADDRESS ASSESSOR PARCEL A RECEIPT NUMBER(S) I REFUND CLAIM APPLICATION Request a refund of fees paid on the above receipt number(s) for the following reasons: 11 W Please refund any applicable fees in the following categories: (Check those. categories which you wish to have refunded.) ( ) Building Permit Fees ( ) SRA Fees (CDF Fire Planning) Disposition of Plans: ( ) Plans returned to me at counter ( ) Sheriff Fees ( ) Urban Area Fees ( y Please mail plans to me at above address. ( ) Please dispose of plans. SIGNATURE DATE r i i i, ► ► �► PLEASE DATE AND SIGN THE ATTACHED COUNTY OF BUTTE GENERAL CLAIM ;FORM. DO NOT COMPLETE ANY OTHER INFORMATION ON THAT FORM. i } COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7'Oounty Center Drive • Oroville, California 95965 • Telephone (530) 538-75// LO (Rev.12/96) APPLICATION AND PERMIT ASSESS°ii66 LJ V-011 ZONING' BUILDING PERMIT OWNER MIKE AND TINA GULBRANSEN TIE I�2 T-3344 tS�264 SO. FT. OCC. BUILDING VALUATION DW"�'Sn`�l'MON COURT, MAGALIA CA 95954 TJ 4,752 CONTRAC T{JWE TELEPHONE CONTRACTORS MAILING 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 $ Plan Checking Fee $ BUILDING ADDRESS 6:7 HURQN COURT, MAGALIA Energy Plan Checking Fee $ $ PERMIT FEE S LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Feel 20.00 USEOFSTRUCTURE SF ❑( Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 1 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition 1A Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: ADD WORKSHOP Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W1 920.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 vOR Main Service "".A 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 Lkw/or the following reason: >�I I, as owner of the property, or my employees with wages as their sole compensation, oa 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 Main Service TO 46.00 NEW CONST. DWEW EE NG OCCUCUP. OR ADDNS. ( a ACC. BUDS. S° 3.50,.-9. . 25 MOUTLET IIDµ. SIDT ULTI- @7,50 POWER APPARATUS 8 SINGLE OUTLET Cw. Ex. Occup. ouTETORFIXTURES �,0 p �_s�o LINIS Ex. Occup. Dnxur rs R °E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 29.25 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. 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 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ 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 ith comply w' provision ate 0ganature Applicant - ❑ wn Co a for ❑ Agen An OSHA permit is required f r exc a ' ns over 5'0" deep and demolition or construction of structures over 3 stories in Mobile Home Installation Fee I $ Ene gy Inspection Fee $ ° PE TO AL F E $ 168 ,05 HAZ. I D. FEES IM I F�KD I 'Sn PARC HD U This permit is hereby issued under of the Butte County Code and/or indicate for hich fees have By 1 PERMIT EXPIRES OPP6 the applicable provisions Resolutions to do work been paid. 11 Date t/ I Date Receipt No. 294442 WHITE-D.D.S.-B.D. CANARY -ASS SSOR PINK -INSPECTOR GOLDENROD -APPLICANT �. �.. . �. th �� I ii- � if ` • . �� � � � t '�„ '� �. � � �� �� i � ' � � � + / ' �, y tf Gad — /�`'� �� i � � � j �""6 � � ��� �_ {� � i� � �� � .• °s � { a� ��k � ���' _ � - i� 1 � r .. ., Ci � � Y I;, • , � � 'y. .. ! _ ' , • i � � ��� ,k '�' i 'r � � . �� � _ r. �� �,4 4 ��, � _ _ ' d ���. ,� ► � � , . ;h • .., �� � �� - - ' '-����' ' t7�•%� •s�...tr.�.�.fL.rc- `•�`�:srn �'l�il9C+x 'SBi,."T..C�#�«.th'� .. ��,`Cy,• J'f4',P' '�Or FRffP�i"i TrY r Yt tt4. COUNTMQF BUTTE -DEPARTMENT OF DEVEI;`OPMENT SERVICES - BUILDING DIVISION ,� -• z' 'T COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET A" OWNER: SA" ASSESSOR PARCEL NUMBER: Proposed Building Use: Building Inspector: Date: At time of permit application, I was advis d the following data must be submitte prior to pe p cessing and/or issuance: `1 Date Received By 111. All iiems have been submitted .---------------------------------------------------------------------------- �----------- ❑2. Plot plans; 3/4 sets, signed by the preparer of plans. -=--------------------= ----------------f ------=------------ 4 03. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- El 4. ---------------------------------------------------- ❑4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. ---=---- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ -, El 6. Ener = gy Design Compliance and supporting documentation. ----=----------- -,o --------------- Cl 7. Statement of Intent for Non -Heated and A/C Buildings Buildings. -------------------------------------------------------- �� i C1 8. Hazardous Material Form. ------------ ---------------------- =-------------------------------------------------------- ❑9. Manufactured Home data and installation instructions including Tie -Down Specifications ------------------- 010. ------------------❑10. Fees ofi $--------------------=--------------------------------------------------------------- El 11. tel. Califr s as shown"on the attached schedule. --=-- ' -- - - --- --------- 1 Vcornt:Department of Forestry plan approva. ' s. --- - - --- --- -- - - --- .D;1 ""Flood'elevation certificate. ------------, -;-- -- -------------------------- ;.. arctation and plot plan approval'ZHealth Department. ------------------------------------------- r 15. C_ty of Chico plumbing pernut.----------------------------------------------------------------------------------- 04 6. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- ❑ 17. Planning approval for (A) Use: (B) Parking: -------------------------- ' ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel.------------------------- 1119. ----------------------❑19. Encroachment Permit for drivewayconstruction a prior to occupancy) ( roval PP P' ------------- --------------- ❑20. Pre -inspection for, required. Request to Building Inspector on (Date) ❑21. Contractor's license information. (Number, Name Style, Classification)- ------------------------------------ 022. Workers' Compensation carrier and policy number.--------------------------------------------------------- ❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner EI) - -------------------------------------- E124. ------------------------------------- ❑24. Letter of signature authorization. ------------------------------------------------------ 7 -------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. -------------- ---- =----------------------------- ❑26.;Letter of intent on building use. ----------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearaA---------------------------------------------------------------- ❑28. Existing violations and/or expired-------------------------------------------------------------- ❑29. ❑',433 A, ❑Grant Deed, ❑ M.H. o H.C.D $ -------------- E130. Other: ----❑30.Other: When }ou`issue the omit, proce s as I ws to owner, ❑Mail to tractor. �.� Tel hone' or pickup at office. ❑ D,liwafwith inspector. ApplicantK 1 ,,6/ i,Date: / Copy of Haz-Mat form sent ❑ Health Department;❑ Fire Department, 11 Air -Pollution Date` By: ' Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: D k : By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Add•tional items required: Contravtor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail; ❑ Building Division counter, by Date: Contra ;tor, 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: Plans reviewed by: Date: . Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. �. T0: Building Department " FR(*: Environmental Health SUBJECT: Sanitation Clearance (.� -% 14LArQ;I C-te MI�C��if-ll`1� C�� ' 200 -- 011 Owner Location Gly j�js� AP# PlanApproved for: Sewage Disposal �C Water Supply: Public Private Well Clearance for dwelling Other ,° tK1arks%n 76o aistara s- n7_er 46,Y0 nw 4) &,u. leo . r Hold final for::' _ Final clela a► c' e 0. K. for: REU NOTE: MAY 9.7 20,000 Ii.S r- .%r -OZ) Environmental Health Specialist Date h 8/96 a ` COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 I (Rev.12/96i p � _ , APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER TELEPHONE SO FT. OCC. BUILDING VALUATION ow S Ma ADOREss NTRACTO R'S NAME9 TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Flirt Fee $ 20.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Permit Fee $ Plan CheckingFee $ BUILDING ADDRESS 16' Energy Plan Checking Fee $ $ PERMIT FEE LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT RIF -gree 20.00 USEOFSTRUCTURE SF )( Duplex ❑ Mobilehome ❑ Other SPECIFY 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 O Addition Remodel ❑ Ublifie ❑ 1 Ila tion D Other D Describe Work: Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home SIG W Q20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Feel 20.00 Main Service 600V OR LESS sow OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencingwith 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. ❑ 1, 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 COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 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. Ny workers' compensation insurance carrier and policy number are: Carrier Main Service saw TO IOOOA 46.00NEW CONST. DwEuiNo OCCUP. OR ADDNS. a . s<oS. SO 3.5,FT.19.25 — NON -RE NS NON CONS ' MULTI.OUTLET 07.50 POwoL APPARATUS a SINGLE ovnEr CPL_ Ex. Occup. OUTLET OR FIXTURESJE$ BAS p �.w Ex. Occup. ..FIXED APP Aa D.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEreasonWORKERS' MECHANICAL PERMITFiling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Policy Number (The above sections need not be completed H 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' laws of California, and agree that f I should become subject to the workers; compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent 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 $ occ CONST. TYPE TOTAL FEE $ MAZ. D FEES IMP FLOOD COF PARCEL Poi HD ISSUE This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been By Date PERMIT EXPIRES ON provisions to do work paid. Xe Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT ..—" . . Attention Property Owner: 'An "owner -builder" building permit has' been applied for in your name and beai '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 perp*, be issued until this verification is received. 32.," personally plan to provide the major bor and materials for construction -of=the F r perty improyement :_ YES NO[ ]. HAVE HAVE NOT[ ]signed an`applic_ation for a binding penmrt for.the proposed ork. ' .. - 4.: 3. I have contracted with the following person (firm) to = provide -the ::proposed construction: QM IM ADDRESS:..__. ;:: :::::.; CITY: PHONE: _ _ _:-...... _ ._ .: CONTRACT R'S. LICENSE 'NO. 4:- I plan'to -provide" poitions of this woik; -but I have hired the following person "to coordinate, supervise, and provide the major work: NAME: . ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the follo*g.*i-sons to provide the work indicated: NAME ADDRESS., _ PHONE TYPE OF WORK IGNED: PROPERTY OWNER: / SOCL-kL SECURITY NUMBER: DATE: i�) l q ( Do 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. Nfav 1995 2.26 Dear Property Owner. An application fora building permit has been submitted in your name listing yourself as the iiuilder 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: 0 If you employ or otherwise engage any persons other than your immediate family,•and the work'(mcluding-- - materials and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. 0 If you are an employer, you must register with the State and Federal Governments as an employer,and you, are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensate n'contn`butions..:... _ 0 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. 0 For more sreciflc information about your obligations under Federal Law, contract the Inteinal 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 woe< 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 "ownerbuildei" 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. Sincerely, Michael C. Vicira, C.B.O. Manager, Building Inspection NOTE: This 0•,•-,ier-Builder Information is required by Section 19830 of the California Health and Safety Code. 2'27 May 1995 `'`RESIDENTIAL 066-20-0-011 92 875 BPEM MULLANIX, Gary Ma alfa 6567 Huron Ct, 9 new sf f s ,/�Naov�2 a t dr o �.4 0 1 OFFICE COPY Address 5G GAS Meter By ELECTRIC Date j l� deter By � , OFFICE COPY Address GAS Meter By Date ELECTRIC Meter By Dat�Y/ � JOB FINALED (Date) Signature b `'`RESIDENTIAL 066-20-0-011 92 875 BPEM MULLANIX, Gary Ma alfa 6567 Huron Ct, 9 new sf f s ,/�Naov�2 a t dr o �.4 0 1 OFFICE COPY Address 5G GAS Meter By ELECTRIC Date j l� deter By � , OFFICE COPY Address GAS Meter By Date ELECTRIC Meter By Dat�Y/ � JOB FINALED (Date) Signature 0 J=OK O = Not OK =°= Not Applicable Not Ready RESIDENTIAL (Single ' = Date UND FLOOR (Plans) OK except ti's Zo ing-Setba- o cks-Easement-Slope aefig,,main; Soils-Elec. G .-/a' Ftg. Depth tg., Garage; Soils-Steel-Elec. Grnd.-//r Ftg. Depth 4. FW., Porches & Decks; Soils -Steel-/ /Ftg. Depth Salls, Main; Steel -Bloc kouts-Wrapped Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Ho Downs and Special Anchors lab; 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 I 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date 0/,//`V_Card B-1 .O� o,57 Date Card B-1 B-1 `jyfj� Date Card B-1 PLUMBING (Permii"K except h's 1 ter Htr.: Vent -Access -Combustion Air -Baffle 1�ter Pi e: Test & Anchor -Nail Protection 1 Test -Fittings nchor-Nail Protection 1 hoover Pan: T . First Floor -Tub Access i`2 20. Test Tub & Shower, Second Floor -Tub Access 21. Gas Pipe; Size & Anchors Date Card B-1Date Card B-1 Date. Card -6- 1 Date Card B-1 Date ELECTRICAL (Permit) OK except ti's Ur"Fixture & Transformer Clearance -Ins. Protection ----------- _ 23. Elec. Receptacles Spacing -Lights & Switches at Doors r 24. Size Boxes & No. of Conductors -Stapled -------- - - - ---- 25. omex I e Close to Edge of Studs & C.J. - --------- Equip. Groun made up w/Mech. Fastners- nd Gas ater 27. 2 Appliance Circuts in Kitchen & Conductor Size!GFI ------------------------------------- 28. Subfeed Wire Sizer r ga. Cu or AI -Wire Size, ! ga. _ Cu or -Al- 29 Range Cir / bga. Cu or -Oven Circ. / jga. Cu or Al. Insulated Neutral ❑Yes [Ib No ------------------------------- ------------------ 30. Service -Riser Conductors & Ground -Main Disconnect - ----------------------------- 31. Equip. Clearances Panels-Motors-Mech. Equip. ----------------------------------------------------------------------------- 32. Cl the s Closet Light -Shower Light -Spa Light ---------------- 3 Smoke Detector -Date . ------- --------------- ------ ---------- Date / ------------------ Card -1 $ Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except 's op {. C. Ducts Insulation & polf -------------3- -----_--IS----------------------------------------------------- Vent -------------------------------- Vent Fan: Exhaust above insulation ------------ ------------------------------------------------------------ 36. Condensate Drain & Overflow: Size & Grade 37. Furnance-Vent: Access -Comb Air -Return Air Vent- -- -- --- - -- -' 38. Attic Access & Platform if Furnance in Attic ---------------------------- Date Card _B- 1 Date Card B-1 Date /Card B-1 Date Card B-1 Date FPjAMING (Plans) OK except ft's 3RJ., Is. Proper Material & Anchors - --.. .--- - --------------------------------------------- - Walls Studs -Nailing. Spacing & Bracing -Plates -Sound 4 Bearing Walls over Girders & Floor Nailing -- ---- W-------------------------------------- - --------------------------- . Draft Stop in Walls (rat proof) 3 Fire Stops: -- Furred Ceilings -Stairs -Chases- --- -- - --- ----------- ---------------- -------------- ------------------------------------------------- 4. Headers & Beam -Size & Bearing & Duplex) Date FRAMING (Continued) Hangers -Post Caps-Anchors-Connectors -----_Cing. Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Rfng. 4 replace Ties or Type A Flue -Fireplace Throat clearance _ --- 8. Attic Access; Size & Romex Protection- raffjStop-Ins. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions _- 5-0G ara g. -}e Fire Protection Framing ,% _ Property Line Firewall & Openings V7'Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits rr3-Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 542 plywood on Roof Overhang -Attic Vents -Rafter Outriggers iding-Nailing Veneer 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access ------------- mg Area -Glass Protection -Skylights -Plastic 58. ear Walls; Nailing -Bolts ------------ 5-.-Insulation-Walls-Ceilings /'�' 60. Infiltration -Walls -Windows Date `_!__Card_B-1 �- _�� _ _ ___ -- Date _ Card B-1 Date °� F _ Card B-1 % Date Card B-1 Date FINA (Plans) OK except k's t. Steps -Door & Sidelight Protection -Landings Smoke Detector -------------------------- - �urnace; Vents -Clearance -Comb. Air -Connector - In Garage: Above Floor -Ducts -Meeh. Protection W -Bedroom Exiting Bath Fixtures & Tub Access -Spa Elec. Trim & Subpanel Breaker Sizes el --- ------------------ -=- 6;--Stairs & Rails ------------- fireplace or Stove: Clearances -Hearth ----------------------------- - 6t)-Etec. Outlets at Wood Panel; Int. & Ext. -- ------ - ----_� ---------------- gri6.Fixt. & Appliance: Grnd.-Air Gap -Cooking Clearance -- - Outlets_& Receptacles at Kit. Counter -- Gayawing-Landing-Closer ----------- - - ------- ---- - $.__A.C._Duct in -Garage -Damper Z,4.-Wtr. Htr Vents -Clearance -Comb. Air-Connector-P.R.V. . In Garage: Above Floor-Mech. Protection Plb.. Elec. & Mech. Equip. Listed for Loc Z& Elec. Receptacles in Garage; (G.F.I.)-Romex Protection 7✓nsulation;Foam-Looked in Attic ❑ Yes ------------------e-- --- ---------------- uar .Is ec o uc ion�ost Caps 7�dn. Vents & Crawl Hole oor-Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes Followin inslld.; Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No ------------------- ------ - - - 8+. --Stucco: Brown -Finish - d A.C. nit Disconnect. Electrical, PI bing en s ve oof Ibg ce- ire learance to -- Openings - ----- -------------------- 84 -.Water Well; Disconnect, Electrical, Plumbing ---------------- ---------------- 9 --- btf Exterior---Elec. - Trim; G.F.I. Receptacle- Under round ----------- -- ----------------------------- ----- fVe tion Throughout House a7 - s Protection-------- ------- ------ �" ui- .tions from Pr sous Inspections Gas Test -Met agged Electric W. -Water & Sewer Connected -C/O to Grade -HD Approval -------------------------------------- Energy Compliance Certificate -Other Certificates - --------------------------- Date -------------------------Date e`er jjCard B-1 G Date _Card B-1 Date _ �/�-"�7 7 Card B_1 -� Date Card B-1 Date;a 'L�7`J� Card 8-1 j`, -4 -- Date Card B-1 Comments at Final: J=OK O = Not OK Not = Not Readyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Card B-1 Date Card B-1 1. Zoning Requirements -Setbacks -Easements POOLS (Plans) OK except #'s 2. Soils; Special MH Support Sketch 1. Setbacks -Easements 3. Sewer; Location -Test -Fall -C/O Concrete 2. Soils; Compaction -Structure Stability 4. Water; Location -Test -Easement Needed (Sketch) 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 4. Elec.; Receptacles and Lighting, Distances-GFI 6. Gas; Location -Test -Wrap: / /" L" ft. / /"Nat. or/ /" L" ft./ /"LPG 5. Elec.; Pool Lighting; 15 volts-GFI 7. Well Clearance & Disconnect 6:• Elec.; Enclosures; Conduit Entries -Terminals -Listed 8. Utility Clearance 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. _ 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 Card B-1 Date Card B-1 4. Electricity; MH Test -Crossovers -Breakers -Clearances Card B-1 Date Card B-1 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 01 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; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts -Bea ms- Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 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, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6:• Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. _ Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916,'538-7541 APPLICATION AND PERMIT PERMIT NO. 92-2875 ASSES66NUMBER 6-200-011 ZONING RT1 BUILDING PERMIT O WNEOARY MULLANIX T877 7892 SQ. FT. OCC.1 BUILDING VALUATION OWNE 187 AI DEAN DRDESS PARADISE 95969 CONTRACTOR'S RNAME TELEPHONE 15 - r 195 !E CONTRACTOR'S MAILING ADDRESS 940 n Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 15,00 Permit Fee $ 597 50 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 99,R 7S ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUIL 6567 D�iURON CT MAGALIA Permit tee $ Q111 9c, PLUMBING PERMIT Filing Fee 15.00 Each Trap 9 5.00 45.00 Solar or heat pump water heater 20.00 LOT NO. 196 SUBDIVISION NAME P . P . C . C . UNIT #3 PARCEL MAP 38-66 Water piping 7.00 7.00 Each pas water heater or vent 7.00 7.00 USE OF STRUCTURE SF RJ Duplex[] Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 5.00 Building sewer 15.00 15.00 Mobile Home S G W @ 15.00 TYPE OF WORK Newfl Addition❑ Remodel❑ Utilities❑ Installation El Other ❑ Describe work: 3BR Permit Fee $ 94,00 Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200AORLESS 18.50 18,50 Main service 200ATO1000AI CONTRACTORS LICENSE LAW I declare der penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. 3113048 Classification B ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ElI, as the owner, am exclusively contracting with licensed contract - ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. ( DWELLING OCCUP.tr\ OR ACDNS. ACC, RI CGS. II _37.50 3.64 sq.f[. 56.00 NEW CON5TR ULTI.OUT LET NON-RESIO, BRANCH CIRC ITS @ 5.00 POWER APPARATUS tr1 (SINGLE OUTLET CIR, / Ex. Occup(ouTLETs OR FIXTURES 20 760 A Ex. Occup. OUTLETS (RESID )REA.) I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ 89.50 - WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating 9 00 HFAT PI -Zn? Cooling g Hood 6.50 Ventilation penult Fee $ 56-50 Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue agait aid County in con ence pf the granting of this permit. X Date _ �� Si nature of A I• Ont Owner g p ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct - ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 40.00 OCC CONST TYPE TOTAL FEE $1211.25 HAz I DFEES I IMP FLOOD CDF I PARCEL I PD I HD ISSUE This permit is hereby issued under the sions of the Butte County Code and/or work indicate dbove for which fees l CTO OF, UBLIC B PE MI E P . Date applicable provi resolutions to do j have been paid. WORKS DateP Receipt No. 122550-378.75//123018-832.50 WHITE-D.P.W., YELLOW-ASSC9SOR, PINK -INSPECTOR, GOLDENROD -APPLICANT COUNTY:OF BUTTE - DEPARTMENT OFPUBLIC WORKS -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER (4 A& Proposed Building Use 3� Building Inspector A. PP 0. 456- Z C:)0 6'S Date At time of permit application, I was advised the following data must be submitted prior to permit processing ajnd/or issuance: DATE RECEIVED ay 1. All items have been submitted . ........................................ 2. Plot plans, 3/4 sets, signed by preparer of plans . .......................... 3. Complete plans, 3/4 sets, signed by preparer of plans . ..................... . 4. Engineered plans andlcalcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . .........................: . -Energy Design Compliance and supporting documentation . .................. Statement of Intent for Non -Heated and A/C Buildings. . 8. Engineered truss details and layout in duplicate (required prior to plan check). .... "� - gobilehome�1, anufacturer's installation instructions, 2 sets. ........... eesof$ A ,mp zs.....................................2-9L Xo- 11. Impact fees as shown on attached schedule. Z2 jel.California Department of Forestry plan approval/fees. ................. Flood elevation letter 100 year floo Cal mia Engineer... ............. . Sanitation and plot pl4n approval ' Health Department. .....:.. .. . 15. City of Chico plumbin � permit . ............. ...................... . 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: ........ Contact Land Development about (A) Improvements (B) Drainage. .......... Driveway permit (construction approval required prior to occupancy). . . Pre-Inspecdon req° 20. Pre -inspection for required. . to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... Owner -Builder Verification (Given to owner , Mail to owner _). ........ . 4. Recorded copy of Agricultural Acknowledgement Statement . .................. Z- 25. Utter of signature authorization. ..................road... and 60... _ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. ..... A 27. Letter of intent on building use . ......................................... 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . ........................................ 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ...................................... 32. Plan check list . ............................................. .. . 33. 34. When u issue the permit, process as follows: Mail to owner. ail to contractor. Telephone '701end hold for pickup at office. Deliver withinspector. Other Parcel Creation �F_ X Acreage Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Dept. r Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit ' uan e: ( ircle? item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Plafslche9cked by Date Plans approved by 2f Q) Date � .- Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works , • - TO: Building Department FROM: Encroachment Permit Section RE: Driveway Clearance -'7C(d' owner COUNTY OF BUTTE BUILDING DEPT AVG 1-3 1992 location AP # Driveway permit 92,01 has been issued for the above property. numbat date sign re TO Building Department Y-lu Environmental Heat FRAM.' lh `��p� SUBJECT: Sanitation Clearance a0�® R� SVM N�oo . Owner Location AP# Plan Approved for: Sewage Disposal, Water Supply Hold final for: Water Supply Final clearance O.R. for: Water Supply Clearance for bedroom o e home. Other ,O r i�'z-o L� NOTE * * * ' COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone./891-2751 ' 7 County Centef•,DrIVe, Orovi Ile — Phone: 538-7541 1747 Elliott Road, Paradise— Phone: 872-6307 } CORRECTION NOTICE OWNE= PERMIT NO. ? A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this,office - when correction of work is completed. If you have any question pertaining to this r, matter, or need additional explanation, please contact this office immediately. .3)Z. I 2 r" ouldc ^411 *..i : X.04,c b AQ,t9rCG'/' /le'MCY Cy1 C c d� CLU moi`► sPyU s 'ai l..l .4 As _ IGo,� l� Gls�ia •r� l /,f/oc e-ha'v . o tt t!? , .).rJl4LIT e— Date �� 1,-Snnspector �ir COUNTY OF BUTTE "T' ? DEPARTMENT OF PUBLIC WORKS . 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 At 747 Elliott Road,. Paradise— Phone: 872-6307. CORRECTION NOTICE ttlLANoc RZ- 875 OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you.have any question pertaining to this. matter, or need additional explanation, please contact this office immediately. . �s.2rnir 5srP121-1 P-28-93 11,11.6A Cn2fzF CT'loiilS d F R -Z6-R3 1- 9- Ilo •rid. W A r A tw, Pcs bA��s� Date �0- i 5-- c�-�' Inspector 11111 -rte COUNTY OF BUTTE _ BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES . 1469 Humboldt Road, Chico, CA - (916),`891.275-1 ? 7 County Center Drive, Oroville, CA - (916)-.538-75.41 747 Elliott Road, Paradise, CA - (916.) 87:2-630:7. i CORRECTION NOTICE iAy OWNER PERMIT NO.;.ar A routine inspection indicates that the following violations of Butte County Ordinances exist the afMae address and should, be corrected. Please notify this office'wheri correction of work t. iscorrpdeted.lfyou have any questions pertaining to this matter; or need additional explanation please eortta this office immediately. {l tic f*, cG..: C . C .ate Aga 45 < , mss: - l.L�,{4` � lr t %►s aa►- �.:.� 11� �-c'� �f ` `X : i�-f2: "� �cc_ : . v n s! y Date 9-/, • Inspector REV 1flP92 _ - T !R- St NtI An/KS , cc Cod 2 Inspector REV ttt COUNTY OF BUTTE • ° 7 BUILDING DIVISION • DEPARTMENT OF DEVELOPMENT SERVICES • 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (91.6) 538-7541 747 Bliott Road, Paradise, CA - (916) 872-6307 r CORRECTION NOTICE- n��A L' ,,,,ii O,tdlWER PERMIT NO. Auau%e km ii dlicates that the following violations of Butte County Ordinances exist at the above aI I and shordd be corrected. Please notify this office when correction, of work i&can;fkftdL ffVm have any questions pertaining to this matter, or need additional explandtion, tf6 office immediately. pf�e7(zrh,,\,%T- 71�E P' (Zlis F l tir n t_ PE RM 7- O kt ti ?er Itth I T T Co M ft To '7-23-13 t A �UAf Z� \A\Gtaf (L `TAn! ..2triG �Nb Sv�PPo2r�� R T z- U5° NtJGcf-S. IT I )nrAi: r) I,r ltzf k Lf )= F- rMVCS AAI'b C f=i 0 P Ktrc/d iz j S►,it Cb a 'r Let i CT I C. \ Si {� - - �,�2cwa o'r GlN2AC4 As R `ROCC •'JCy �,/)TIE } NA C1 • y3 t'F r..i 4 _L�AC7W N V\ g 10 0-(Y\ _ O L 1 op -t , T !R- St NtI An/KS , cc Cod 2 Inspector REV ttt �V�a; y``1111E OF TIA%, A 11TIC c Z CER IFICATE 0, CONFORMANCE /HE UNDERSIGNF_ D MANUFACTURER HEREB Y CERT/FIES that the products identifier) below and on attached sheets Nos. are marked with the Collective Mark of the AMF RICAN �T-4-TUTE OF TIMBER CONSTRUCTION (AITC) and were manufactured in conformance with applicable provisions of American National Standard ANSI/AITC A190.1-1983, Stnictural Glued Laminated Timber, and that such manufacture has been at our plant in —Gray-n,UR , which plant has a quality control system approved by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION *and inspected periodically by such Bureau. The manufacture of these 'members complies with- the manufacturing and fabricating provisions of Chapter` 25 of the Uniform Building Code. Gary Mullanix 6567 Huron Ct'. Keller Lumber Sales JOB NAME: Inc':' -.for StoclP-aradise CA 95969 f JOB LOCATION:- Redding, CA PO#3397 9993-D ORDER NO. . CUSTOMER'S BATE _ MFGR'S ORDER NO. 24F—V4, WP Glue, Arch A gip, Indy Wrap SIGNATURE r 1•..7J:.1' •f.OMPANV DUCO-Lam TITLE Quality Control ADDRESS — POB 2979 Drain, OR DATE AITC HEREBY CFR IIFIFS that the said company at its said plant is licensed by.the AMERICAN INSTITUTE OF TIMI3FR CONSTRUCTION to use the AITC Collective Mark in respect of prod uctswhichcomply with applicable provisions of said Standard, that the adequacy of the quality control system in effect at said plant is periodically inspected and verified by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, and that, in the Judgment of AITC, said company is capable of complying with applicable manufacturing and testing provisioris of said Standard in respect of products manufaclured at said plant. Conformance with the Standard in respect of any specific or particular pro(hict is the sole responsihility of the manufacturer; AITC's guarantee hereunder being that the said company is qualified to produce a product meeting the said Standard and that its plant is periodically inspected and verilied by the AITC Inspection Bureau. t- nITC: (:�t�lilic .ilr' No. .181.9 !b AMI I'I(;A[A IN`� I I'll II I: ()I HMIII:I? CONSTRUC HON AITC FORM 1BCA KELLER Hm. SAI r W. 140 1 AMI ItII.m I IP!`_; 111 U 1 L OF 1 IMOEIJ CONS1 RU(: 11ON r, Owner: Permit No. ENERGY CERTIFICATION Huron Court, Magalia Ca. LOCATION A. P. No. DESCRIPTION OFINSULATION ROOF Material Brand Name Thickness(inches) Thermal Resistance (R Value), EXTERIOR WALL Material FIBERGLASS BATTS Thickness(inches) 3 5/8" CEILING Batt or Blanket Type FIBERGLASS BATTS Thickness(inches) Loose Fill Type FIBERS ASS Minimum Thicknn (Inches) 12 3/4" Area covered(ft. ) 700 FLOORS ELEVATED Material FIBERGLASS BATTS Thickness(inches) 64'" FLOOR, SLAB Material Thickness(inches) W idth(inches) FOUNDATION WALL Material Thickness(inches) Brand Name OWENS-CORNING Thermal Resistance(R Value) R13 Brand Name .OWENS-CORNING Thermal Resistance(R Value) R30 Brand Name OWENS-CORNING Number of Bags 11 Wt. per bag' 35 lb. Thermal Resistance(R Value) R30 Brand Name OWENS-CORNING Thermal Reaistance(R Value) R19 Brand Name Thermal Resistance(R Value) .Brand Name Thermal Resistance(R Value) I hereby certify that the above insulation was installed in the above building in conformance with the State of California Energy Requirements. LOERKE INSULATION CO., INC. IRM NAME/OWNER v 4STURE OF INSTAL 'ION APPLICATOR 499150 STATE CONTRACTOR'S LICENSE NO.' January 19, 1993 . DATE I hereby certify the above insulation and all required items as shown on the Building Department approved plans and attachments have been installed as required by the State of California Energy Requirements. All equipment, devices and materials are of the quality prescribed or are secifically approved by the State of California. .- FIRM /OWNER (Please print) STATE CONTRACTOR'S LICENSE NO. §oa 6h-126, %q93 SIGNATURE OF QENERAL CONTRACTOR OWNER DATE THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL AND A COPY SHALL BE POSTED WITHIN THE BUILDING. January 1984 COUNTY OF BUI'I'E - DEPAR'IMEN'f OF PU[}I..LC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916)5387541 OWNER A //`d�G/��/� A.P. N0. �j� � �o PROPOSED BUILDING USE DATE' REC. # DATE REC School District Fees a `�— (paid at District Offi.ce)' ......................... 2. Sheriff Fees .(paid at Building Department) Residential ......,... - X -0 uni .amt. Commercial(per sq . f t. ) X-_-_____ sq.ft. amt. 3, Urban Area Fees (paid at Building Department Residential (per unit) ---X -$----- # units 7 amt. Commerical(per sq.ft.) X -$ sq.ft. amt. 4. Recreation District Fees (paid at District Office) ............................. 5. Drainage District Fees (Contact Laid Development) ,,,,,,,,,,,,,,,,,,,,,,,,, 6.. Other 7. Other At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. DATE !2��B —" APPLICANT. a, COUNTY OF BUTTE BUILDING DEPT AUG 2 8 1992 BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM vti . (One Form Per Building) School District 10 Building Department No. 0�a, 0&, A.P. Number _ 10 Jurisdiction (— J City county Property Owner /d2 _ /�/�) Property Location/Address�rZ__ Subdivison — _ c,.. t _ Lot No.j �6 Residential Development ] (_� Sq. Footage 3 ' / No. -of Living MHI Addition (Group R) Units s Commercial/Industrial Sq. Footage New Addition (Including Exterior Roofed Areas) Bui to • D t Representative Date (Floor Plans reviewed by School District Personnel) District Identification No. _�d AA School District certifies that . (Applicant) treet (City) (State) has complied with the requirements of Resolution.No:; representing g square feet. School Di'dTF-ii5t Representative (Zip Code) by payment of $ 2 /k Date Paid by Check Number �27 `` Remarks:' Bank Number.' 9--0--o �� Paid by Cash _... �------------ 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) feeformmkl (4/92) --Certificate of Compliance: Residential ----------------- -_-�� Project Tule 4 WojcctAAdr= Documentatlon Author born buudui P &IfMment Agency Use Only BUILDING DATA Glass Area %GY North Conditi Area Conoid Number of Stories East C Slab '4% Number of Units South Single Family DetachcA (SFD) Addition Alone West Single Family Attached (SFA) Existing Building Skylight Multi -Family (MF) Existing -Plus -Addition Total B UELDING SHELL INSULATION Component - Insulation Location/Comments Type R -Value (attic, to garage, tYP Cal. etc.) Wall ............. Wall .............. Roof ............ 2T=Z> Roof .......... Floor ............. Floor ............. Slab Edge..... ..... GLAZING Glazing Area Orientation (sf) Shading Devices Glass Type Interior Exterior Overhang (single, double) (roUer blind, etc.) (� Framing Type szmoo) (metallwood) North North - Ea.st C ) �5 East South Sou Lh West West Skylight....... THERMAL MASS TypeXoyering Area Thickness (Slab/exposed, [Be, etc.) (sn (inches). Location/Description (kitchert, bath. etc.) HVAC SYSTEMS Minimum Duct Type (ftmuc,_ air Efficiency cond' �ncr. heat pumv) (SF— SEER.HSPF) Location Duct Output Manufacturer Model # (attic. etc.) R -Value (Btuh) (ora roved equal) 517 Maximum Furnace Heating' Output: Btuh HOT WATER SYSTEMS Tank Manufacturer/Model # System Type (storaze as, etc.) — Caoacity (or approved equal) S oe tial Fearu re(s) SPECIAL FEAT UR ESIREMARKS (Add extra sheets if necessary) A System 1, Efrective SEER SEER -- SCORE CARD Sum of 7-10 sumer ducts in attic) 16 or 115 -5 +5 +15 Sum of 7-10 •13 -10 •6 3 0 ' 24 to -14 to .4 to +6 to 16 or -15 -5 +5 +15 more -5 •3 -2 -1 . 0 •2 -1 -1 0 0 0 0 0 0 0 0 0 0 0 0 3 2 1 1 0 -U_v�� 7 5 5 3 4 3 3 2 6 5 3 2 -9 0 8 6 4 2 0 10 8 5 3 0 13 9 6 3 0 Efrective SEER North ER x duct efficiency) SCORE CARD Sum of 7-10 1700 !4 to -14 to -4 to +6 to 16 or 115 -5 +5 +15 more •13 -10 •6 3 0 -4 -3 .2 -1 0 0 0 0 0 0 2 2 1 1 7 5 4 2 0 0 11 15, 3 0 14 10 7 3 0 16 6 18 112 4 9 5 00.. ?0 15 10 5 0 Control Adjustment -19 9 6 4 2 0 ling System Installed�� -9 0 0 0 0 a 3 - 2 1 0 ta_c_he_ d and Attached North Unit Size (s1) SCORE CARD 1200 1700 2200 2700 to 1699 to 2199 to 2699 or more 0 0 0 0 8 6 5 4 12 9 7 6 6 4 3 3 -26 -19 -15 -13 .12 -9 -7 -6 2 1 1 1 •12 -9 -7 -6 6. Glass Heat Loss -U_v�� 7 5 5 3 4 3 3 2 6 -19 7 -14 5 -11 -9 -5 3 4` 3 3 -2 2m17y (mcilvidual units) __ Unit Size (sf) O x 99 700 1200 1700 2200 X to ss 1199 to 1699 to 2199 or more 9 0 4 7 0 5 0 3 0 3 0 5 9 14 3 10 3 7 2 6 0 5 3 3 2 S -23 -15 -12 -9 3 -11 -8 .6 5 2 11 7 5 4 3 -11 -8 3 -5 1 6 4 3 2 4 3 2 2 9 -14 .9 .7 -6 >. 11 7 6 4 • -2 .1 ., .1 Point System Summary: Climate Zone 16 North b. SCORE CARD C. South d. West I. Ceiling Insulation Measures 3� = point Scores - 2. Wall Insulation or R -value 1381 p % _..or U -value (0.030] __.:.._ _ TYPE 1 MASS AREA Inttrior N,,uCFq R -value 19) U -value [0.066] 3. Raised Floor Insulation ( or ND. FLOOR --AREA O 4. Slab Edge Insulation R-value19 [ 1 U -value [0.037] SE or HSPF [0'6'61 - 5. -Infiltration :.. Interior MvssICFA F2 factor X 6. Glass Heat Loss -U_v�� �__etas: - fir►, Twin 7. Shading (Shade Open) ..Type (doublet - t0 : ---T�� 90 [16] _ _ Sum 1-6 - a. .North % Glass , 3 x SC.' _. 7 7 Eff. % GIass _ __ . .. b. East - c. South O x ---�`f- �� ....._ ---•�- d. West X e. Skylight n. +•. uc•4. 2t .n.e« .�.,� _ ®f� 8. Shading (Shade Closed) t rtre 1 PASS. (UW ► 4.I. 4"Sed .labl 0% 5% 1076 IS% 20% 25% 10% 33% An 45% M SS% •1.9 60% 6SlC 70% 7S% a0% ss% 90% 9SX 100% 1(15% 110X 0% 0 0.2 0.4 08 0.6 1.1 11 1.3 1.7 21 23 2S . 115% 120X 125' 10% tl2 0.3 0.1 0.6 0.6 o.t 0.1 1 1 1.2 1.4 1.6 1.9 21 23 25 27 27 29 29 It 32 33 3! i5 Js 17 JA 4 ! 12 < 4 <s is S S 3 30% 0.5 117 09 1.1 12 1.1 1.4 1.6 t.a 1.8 1.1 2 2 22 22 24 21 29 3.1 13 13 17 19 4.1 4.2 1.3 4.4 4.S 46 4.6 4.s S S S2 S1 40% 0.1 0.9 1.1 11 1.5 1.7 13 22 24 24 26 28 tt 20 3 J 32 3.2 3.4 iS 17 39 1.1 41 4.S 4.7 4.9 5.1 S 2 5.3 S.t 56 S 6 W% 0.9 1.1 1a 13 1.7 1.9 21 23 25 27 3 32 14 3.1 3.6 it 11 4 4 42 4.3 4.4 4.5 4.7 1.9 4' S.1 53 SS 5.7 54 59 55% a' 1.1 t.t 1.6 1.t 2 22 24 2.6 2s 4.5 4.t S1 SS 5.7. 5.9 6.1 60x. 63% 1 1.1 12 1.4 1.7 1.9 21 23 25 27 29 3 11 12 13 33 35 3.7 7.1 19 4 at 4.2 !1 4.4 4.S 1.7 1.9 S1 SJ S6 S1 6 62 1076 1.2 1.J 1.4 1.3 1.6 1.7 i.t 1A 2 22 22 21 2a 26 3 12 14 36 3.t 4 4J 4.S 4.5 4.7 4.t 4.9 S 11 S2 5.4 S.6 S.1 6.1 63 75% 11 is 1.7 1.9 21 21 2S 25 27 27 2.9 7 11 12 33 14 1S 17 3.9 4.1 4.J 4.6 1.6 S 32 53 5.1 55 S.6 s.7 so 5.9 '6 6.1 64 3.t 1t 4 42 4.4 4,6 46 5.1 5.3 is Sl 59 6.1 62 6 6070 63% 1.4 1.4 1.6 1.7 1.2 1.9 2 2.1 12 23 24 23 26 2.7 21 29 3 11 13 3.5 17 19 4.1 4.3 4.5 4.7 4.9 5.1 54 _ 5.6 Ss a3 6S 95% 937E 1.5 1.0 1.7 t.t 2 2 Z2 22 24 26 26 3 3 2 33 14 IS 3.5 16 li 4 4.1 42 4.3 4.4 4S 4.6 4.7 4.6 4.9 S 52 S/ S6 S9 6 6.1 62 63 61 6S 66 67 S! 100fG 1.7 13 21 23 2S 25 27 26 29 3 li 32 33 1S l7 39 4.) 41 1.6 4.t S S 1 11 S 7 5.f S S 3.6 1 l7 S.9 t 2 6 4 6 6 IA 10 16 4 42 4.4 4.6 l.9 At S1 5S lT S.9 6 6/ a2 43 6.4 6.7 64 105% 110. 1.1 1.9 2 21 22 23 14 2S 2s 27 28 29 3 11 33 13 15 17 3.9 4.1 41 4.5 !.7 4.9 11 5.4 5.6 5s 6 6.5 6.7 7 115% ip% 2 2 22 24 26 26 3 32 14 3.6 3.6 38 3.6 4 4.1 4.2 4.3 4.4 4.S 4.6 1.7 f -a 4.9 S 5.2 5.4 5.7 5.9 61 62 63 6.< 6S s 6 6.7 6 t 6 9 7 7.1 125x. 21 23 23 IS 2S 27 ZA 29 3 1.1 32 l3 JA IS 3.7 19 1.1 /.4 4.6 4.8 S S.1 52 S.3 5.4 5.5 5.6 5.7 S 6 S.9 6.2 6.4 6.6 6.6 7 7.2 16 It 4 42 4A 46 19 S 1 SI 5s 5.7 5.9 6 al 62 6.J 6.S 6S 6.7 67 6.9 > 7.1 > t 7.3 Point System Summary: Climate Zone 16 North b. SCORE CARD C. South d. West I. Ceiling Insulation Measures 3� = point Scores - 2. Wall Insulation or R -value 1381 p % _..or U -value (0.030] __.:.._ _ TYPE 1 MASS AREA Inttrior N,,uCFq R -value 19) U -value [0.066] 3. Raised Floor Insulation ( or ND. FLOOR --AREA O 4. Slab Edge Insulation R-value19 [ 1 U -value [0.037] SE or HSPF [0'6'61 - 5. -Infiltration :.. or R -value [71 :.._. Standard _.� F2 factor X 6. Glass Heat Loss -U_v�� �__etas: - 1 7. Shading (Shade Open) ..Type (doublet - t0 : ---T�� 90 [16] _ _ Sum 1-6 - a. .North % Glass , 3 x SC.' _. 7 7 Eff. % GIass _ __ . .. b. East - c. South O x ---�`f- �� ....._ ---•�- d. West X e. Skylight S X _ ®f� 8. Shading (Shade Closed) a. North b. East C. South d. West e. Skylight 9. Interior Thermal Mass 10. Exterior wall Mass 11. Heating System Zonal Control? ( Y / N ) 12. Cooling System Zonal Control? ( Y / N ) 13. Water Heating % Glass SC Eff. % Glass X X X = X a X ` TYPE 1 MASS AREA Inttrior N,,uCFq _ GOND. FLOOR AREA S TYPE 2 MASS AREA _ Exterior Wa11 Mass ND. FLOOR --AREA Sum 7-10 X o SE or HSPF [0'6'61 Duct Efficiency (0.781 Effective SE or HSPF 10.5613.151 X -_ SE Duct Effici7c; 10.741 Effective SEER (6.59J Type (SG] Credit (nane� - RESIDENTIAL PLAN CHECKING GUIDE (S.F., DUPLEX & MISC. ONLY) E OWNER Bldg. Permit.# A.P. # Plan Checker GENERAL Zoning requirements: (sideyards and number of permitted living units). Valuation. �lans signed by designer. L4/P-roper description of work on application. --5� Existing violations on property. P6' Items on data sheet. (W.C., fees, Health, Developer Fees, License law, etc). Recorded notice of violation. 8/91 PLOT PLAN Complete parcel size and dimensions: etbacks,.sideyards, easements, etc. Other buildings or structures. Grading, fills, drainage. lood hazard. Special conditions on creation map, (noise, CDF, fire sprinklers, non-comb- ustible, and foundations). FAU & FAS road setback. S Complete or utilities across lot lines (Record',form). FLOOR PLAN 15 omplete to scale plan with dimensions. Required windows for light and ventilation (Sec.'1205). Required windows for second exit (Sec. 1204). kylights (Chapter 34 & Sec. 5207). 'uman impact glass (Sec. 5406). equired room sizes, ceiling heights (Sec. 1207). FCIs in baths, garage, kitchen, and exterior outlets (Article 210-8).. 4. Light fixtures, switches, receptacles, and exterior receptacles for main t.enance of mechanical equipment. Locations of water heater, heating and cooling equipment, other electrical gas equipment. G rage firewall, door size, and closer (Sec. 503(d)(3)). 3'0" exterior exit door (sec. 3304 (f). JS.-- and wood stove location, alcoves, and clearance. 4,3: S oke detectors (Sec. 1210). umbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS andard bracing or engineered design (Table 25V) Unusual shape, size, or split level house requiring lateral' design. Clerestory requiring balloon framing and/or engineering. Three story building requiring engineered calculations and plans. oundation plan complete enough to construct building. loor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building Roof construction details complete enough to construct building. Fireplace construction details and talcs if necessary. . Rafter ties or bearing ridge beam. Garage door or porch header sizes. Stud heights. dobe soils - special foundation design. Retaining walls requiring design. Special Inspection required. 8/91 RESIDENTIAL PLAN_CHECKING GUIDE MISCELLANEOUS ITEMS TO LOOK OUT FOR Stairway details: landings, rise and run, head clearance, handrails (Sec. 3306). Guardrail details (Sec. 1711 & 3306(j). rick or stone veneer (Chapter 30). xterior plaster - weep screeds (Sec. 4706). roper roof pitch for roof convering (Chapter 32). Roof covering type - (fire hazard). oam insulation - protection. 36" halls and stairways. iving area over garage - complete 1 -hour separation required on garage side including supporting walls and posts, etc. wo exits on three-story dwellings (sec. 3303 & see Mezannines - 1716). ttic access and ventilation (Sec. 3205). nderf loor access and ventilation (Sec. 2516). . Combustion air for fuel burning appliances - L.P.G. requirements. . Noise requirements on duplexes. .Y3: Energy design. ' ashing at all exterior openings. . CDF responsible area requirements. 6.9 Return to DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT Rec Fee 5.00r Cash 5.00 F f PUBL XX 1 spraying,`y'pruning, and harvesting which 12.0 pm 9 occasionally generate dust, smoke, noise, and odor. Butte County has established agricul- tural zones which have as'a priority use for productive agricultural purposes, and'.residents — ; within- said zones and on -adjacent property should be prepared to accept such 7inconvenience or discomfort from normal, necessary' farm operations.- -�- -• - - - _� .. _ _ _ All that real:property4`situate_-in_-the_County of Butte, State of California, described as :! GARY MULL NIX and RUTH.MULLANIX,. husband and wife' ,ASJOIN-rTENAYrs the following described real property in the County. of Butte ,State of California. ih Lot 1196, as shown on that certain map entitled "PARADISE PINES COUNTRY CLUB ESTATES UNIT 3", which map vd3 filed in the office of the Recorder of the County of Butte,.State of California, October 13, 1971 in Book 38 of Maps, at pages 64, 65, 66,67 and 68. EXCEPTING TMMEFROM all minerals, oil, gas, asphaltum and other hydrocarbon substances, with provision that any and all mining operations shall be done from orifices outside the surface area of the land herein described, and that no damages shall be done to the surface of said land _ 'r Date: PROPERTY OWNERS: At State -of 62" ) On this the -13 day of 194--I ZT before me, the . () SS.' undersigned Notary Public, personally appeared County of F , OF n Personally known to me."M Proved to me on the basis �aaE LINDA F. WILSON �Q F of satisfactory evidence. Comm. # 961858 Yam � NOTARYPUBLIC- CALIFORNIA.� to be the person(s) whose name(s) i S 101Butte County subscribed to the within instrument and acknowledged that +k L_ °,,��� y PAyComm. Expires Mar. 24,1996 executed the same for the purposes therein contained. IN WITNESS WHEREOF, I hereunto set my hand -and official seal. Present �A�.P. No. r7 Notary Public Eft® OF DOCUMENT FOR RESIDENTIAL DEVELOP14ENT Section 26.-}8.1 " Of the Butte County, ,Code , requires 'this acknowledgement be recorded prior to issuance of a building permit. The property described herein is adjacent to land "or- included within an area -zoned �� G 1 for agricultural purposes, and residents I of this .property may be subject to incon- Recorded veniences or discomfort arising from the Official Records 1 use of agricultural chemicals, including, County of but not limited to herbicides, pesticides, Butte and fertilizers; and from the pursuit Candace J. Grubbs I of agricultural -.operations including,' I Recorder I but not "limited to cultivation, plowing 13 -Au -92 1 Rec Fee 5.00r Cash 5.00 F f PUBL XX 1 spraying,`y'pruning, and harvesting which 12.0 pm 9 occasionally generate dust, smoke, noise, and odor. Butte County has established agricul- tural zones which have as'a priority use for productive agricultural purposes, and'.residents — ; within- said zones and on -adjacent property should be prepared to accept such 7inconvenience or discomfort from normal, necessary' farm operations.- -�- -• - - - _� .. _ _ _ All that real:property4`situate_-in_-the_County of Butte, State of California, described as :! GARY MULL NIX and RUTH.MULLANIX,. husband and wife' ,ASJOIN-rTENAYrs the following described real property in the County. of Butte ,State of California. ih Lot 1196, as shown on that certain map entitled "PARADISE PINES COUNTRY CLUB ESTATES UNIT 3", which map vd3 filed in the office of the Recorder of the County of Butte,.State of California, October 13, 1971 in Book 38 of Maps, at pages 64, 65, 66,67 and 68. EXCEPTING TMMEFROM all minerals, oil, gas, asphaltum and other hydrocarbon substances, with provision that any and all mining operations shall be done from orifices outside the surface area of the land herein described, and that no damages shall be done to the surface of said land _ 'r Date: PROPERTY OWNERS: At State -of 62" ) On this the -13 day of 194--I ZT before me, the . () SS.' undersigned Notary Public, personally appeared County of F , OF n Personally known to me."M Proved to me on the basis �aaE LINDA F. WILSON �Q F of satisfactory evidence. Comm. # 961858 Yam � NOTARYPUBLIC- CALIFORNIA.� to be the person(s) whose name(s) i S 101Butte County subscribed to the within instrument and acknowledged that +k L_ °,,��� y PAyComm. Expires Mar. 24,1996 executed the same for the purposes therein contained. IN WITNESS WHEREOF, I hereunto set my hand -and official seal. Present �A�.P. No. r7 Notary Public Eft® OF DOCUMENT Gary Mullanix 1871 Dean Rd. Paradise, CA 95969 Dear Mr. Mullanix: Eu me Co BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES / Cv1IN'IY CENTER DRIVE - OROVILLE. CALIFORNIA 959135-3391 TELEPHONL: I916) 536.7541 FAX: 1916) 53:3-2140 August 12, 1993 RE: Building Permit #92-2875 Expiration Date 8/28/93 A.P. #066-200-011 With reference .to the above subject, our records indicate thatyour building permit expires on the above date and your permit falls into the category marked below: Permit work started, but not completed. Permit may be renewed for 2 the original building permit fee (plus a $ 20.00 filing fee). The renewal permit will extend the building permit for an additional year from the original expiration date. Should you not renew your permit within 30 days of .the expiration date, all work must cease until a new building permit has been issued. For your convenience, we are enclosing a renewal application form and owner -builder form to be completed and signed by you where indicated .and returned to this office together with the fee shown. Please return all copies of the application form. 0 No inspections have been made on permit work. Inspections are required to verify code compliance. We are unable to renew a permit where the work has not been started and inspected prior .to permit expiration. After expiration of your permit, no work may be started until a new, permit has been issued. If our records are in error or should you have any questions concerning this matter, please contact the aradise _ office. Thank you for your prompt attention concerning this matter. Yours very truly, 'JFG:hla j J.F. Glander -cc:, Building Inspector Manager, Building Inspection Attachments: TI�Renewal Application. RlOwner-Builder Information Owner -Builder Verification Chico - 1469 Humboldt Rd/891-2751 Paradise - 745 Elliott Rd/872-6307 •---RESIUNTIAL: :-- -- i'� 066-20-0-011 93-3180 B MULLANIX, GARY 6567 HURON CT, MAGALIA ADDL SQ FTG/SF p� i - /o/�s/9� V=OK O = Not OK - = Not Applicable = Not Ready RESIDENTIAL (Single & Duplex) Date/Initials UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd -/ P' 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.; Fell -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Plenums & Ducts; Clearance -Materiel -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date/Initials PLUMBING (Permit) OK except #'s 16. Water Htr.; Vent -Access -Combustion Air -Baffle 17. Water Pipe; Test & Anchor -Nail Protection 18. D.W.V.; Test -Fittings & Anchor -Nati Protection 19. Shower Pan; Test, First Floor -Tub Access 20. Test Tub & Shower, Second Floor -Tub Access 21. Gas Pipe; Size & Anchors Date/initials ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection 23. Elec. Receptacles Spacing -Lights & Switches at Doors 24. Size Boxes & No. of Conductors -Stapled 25. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Mech. Fastners-Bond Gas & Water 27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or At 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or At. Insulated Neutral ❑ Yes ❑ No 30. Service -Riser Conductors & Ground -Main Disconnect 31. Equip. Clearances Panels -Motors -Meth. Equip. 32. Clothes Closet Light -Shower Light -Spa Light 33. Smoke Detector Date/Initials MECHANICAL (Permit) OK except #'s 34. A.C. Ducts Insulation & Support 35. Vent Fan; Exhaust above insulation 36. Condensate Drain & Overflow; Size & Grade 37. Fumance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 38. Attic Access & Platform if Furnance in Attic Date/Initials FRAMING (Plans) OK except #'s 39. Sils, Proper Material & Anchors 40. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 41. Bearing Walls over Girders & Floor Nailing 42. Draft Stop in Walls (rat proof) 43. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 44. Headers & Beam -Size & Bearing Date/Initials FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors 46. Cing. Joist-Rftr. ties- Puri In=roof Brac-Truss-Shthng.-Ring. 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 50. Garage Fire Protection Framing 51. Property Line Firewall & Openings 52. Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 55. Siding -Nailing Veneer 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 57. Glazing Area -Glass Protection -Skylights -Plastic 58. Shear Walls; Nailing -Bolts 59. Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows Date/Initials FINAL (Plans) OK except #'a 61. Ext. Steps -Door & Sidelight Protection -Landings 62. Smoke Detector 63. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 64. Bedroom Exiting 65. G.F.I. & Bath Fixtures & Tub Access -Spa 66. Elec. Trim & Subpanel; Breaker Sizes & Labels 67. Stairs & Rails 68. Fireplace or Stove; Clearances -Hearth 69. Elec. Outlets at Wood Panel; Int. & Ext. 70. Kit.Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance 71. Elec. Outlets & Receptacles at Kit. Counter 72. Garage Fire Door; Swing -Landing -Closer 73. A.C. Duct in Garage -Damper 74. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage; Above Floor -Mach. Protection 75. Plb., Elec. & Mach. Equip. Listed for Location 76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protection 77. Insulation -foam -Looked in Attic ❑ Yes 78. Guard Rails & Deck Construction -Post Caps 79. Fdn. Vents & Crawl Hole Door-Drainagge & Wood -Earth Clearance Looked under Floor ❑ Yes 80. Following instld.; Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No 81. Stucco; Brown -Finish 82. A.C. Unit; Disconnect, Electrical, Plumbing 83. Vents Above Roof; Pibg.-Appliance-Fireplace: Clearance to Openings 84. Water Well; Disconnect, Electrical, Plumbing 85. Exterior Elec. Trim; G.F.I. Receptacle -Underground 86. Ventilation Throughout House 87. Glass Protection 88. Corrections from Previous Inspections 89. Gas Test -Meters Tagged; Gas -Electric 90. Water & Sewer Connected -C/O to Grade -HD Approval 91. Energy Compliance Certificate -Other Certificates Comments at Final: V=OK 0 = Not OK - =Not Applicable =Not Ready MOBILE HOMES ' Date/Initials MOBILE HOME UTILITIES (Plans) OK except #'a 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Teat -Fall -C/0 Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Teat -Wrap: / /" L"ft. / /"Nat. or/ P'L"ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date/Initials MOBILE HOME INSTALLATION (Plans) OK except #'a 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3.. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Teat -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/0 to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy CELLANEOUS Date/Initial DE COVERS. CARPORT% GARAGES Plans OK except #'s 1. Zo&MrNW11Mments-Setbacks-Easements 2. F nga�S -Size- th-Spacing-C2 e�ctorspeel� 3. De ; Grid and/or Joists- ng -Bra -Ra 4. Wood Awn.; Posts-Beams-Rftrs: Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date/Initials POOLS (Plans) OK except #'a 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-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-PaneIboards- Ins. to Main In Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test COUNTY OF BUTTE,- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County'Center`Drive - Oroville, Californ►3 95965 - Telephone (916) 538-7541 PERMIT NO. APPLICATION AND PERMIT q3 3/3D/ ASSESSOR PARCEL NUMBER 066-200-011 ZONING RT-1 BUILDING PERMIT OWNER GARY MULLANIX %) 0,ja� (o 33 T§"oNb771 SQ' FT. OCC. BUILDING VALU TION OWNER'S MAILING ADDRESS 6567 HURON CT MAGALIA 95954 CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is Z LENDER'S MAILING ADDRESS Filing Fee $ 20,00 Permit Fee $ 99 nn ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 2300 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 6567 HURON CT MAGALIA 95954 PERMIT FEE $ PLUMBING PERMIT Filing Fee 20.0,0 Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15,00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Each gas water heater or vent 15.00 USE OF STRUCTURE SF 4 Duplex ❑ Mobilehome ❑ Other SPECIFY Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G I W @20.00 TYPE OF WORK New ❑ Addition ❑X Remodel O Utilities ❑ Installation ElOther O Describework: AWL SQ FT TO EXISTING DECK PERMIT FEE g Contractor ' ELECTRICAL PERMIT Filing Fee 20.00 RE 'BP #2875-92 Main Service ( 101V OR LESS 20OAORLESS I 23.00 Main Service ( 200A TO 1000A ) 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( 8 ACC: BLDS. I S0, 3.50 FT. CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) ❑ 1 am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification 1, as the owner, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec 7044) ❑ I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) ❑ 1 am exempt under Sec. Business and Professions Code forthis reason NEW CONST. MULTI-OUTLET .NON-RESID. ( BRANCH CIRCUITS I 7.50 ( POWER APPARATUS ) & SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) BA20 @ 1.000 Ex. Occu p' ( FIXED APPLNS. OR OUTLETS (RESID.) EA. 1 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ This permit is for $100.00 (valuation) or less. ❑ 1 have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self-insure. I shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said Cou in consequence of the granting of this permit. X Q Date q'-Ra-�7 Signature of Applicant Owner ❑Con actor 5-Agent 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 $ occ CONST. TYPE TOTAL FEE $ 72.00 "AZ. 1 D. FEES I IMP I FLO0qJ CDFIrPARCELPo HE ISSUE This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been DIREC OF PUBLIC WORKS By PERMIT EXPIRES ON (Dat provisions to do work paid. aa Date Receipt No. 148768 WHITE-D.D.S.-B.D. CANARY-ASSESSOR PINK-INSPECTOR GOLDENROD-APPLICANT ?+.14�,r-'•,r CQUNTYOF BUTTE - DEPARTMENTOF'ORMENT�ERVICES - BUILDING DIVISION ..� 7COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 -TELEPHONE (916) 538-7541 Ilk- PERMIYA�P?61CATION: DATA SHEET OWNER 111olAvIx A. P. No. `%Wb "ZQb - o /l Proposed Building Use /)�P' -"' - Building Inspector 01;C> Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted . ...................... ' ................ . 2. Plot plans, 3/4 sets, signed by preparer of plans.......... .k�' ...:.......... . 3t Complete plans, 3/4 sets, signed by preparer.. of plans. ..... . .4. 'Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............ 5. 'HazarAous Material Form. ....... ..... .... .. ............ 6. Energy Design Compliance and supporting documentation ................... . 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). ... . 9. Mobilehomedata and manufacturer's installation instruction, 2 sets. ........... � 10. Fees of $ ........... '.......... 11. Impact fees as shown on attached schedule. .... . 12. California Department of Forestry plan approval/feesPi :/... E�; 13. Flood elevation letter (100 year flood) by California Engineer. . . 14. Sanitation and plot plan approval $Health Department . ............ 15. City of Chico plumbing permit. ....................................... 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: . ........ 18. Contact Land Development about (A) Improvements (B) Drainage. ........... 19. Driveway permit (construction approval required prior to occupancy). .. .... ` ' Pnspe re-Iction reque 20. Pre -inspection for required. . to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . ............... 22. Certificate of Workmans Compensation Insurance . ........................... 23. Owner -Builder Verification (Given to owner , Mail to owner _)............ 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use . .......................................... 28. Mobilehome utility clearance . .......................................... ............... 29. Documentation of legal access . ..................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ...................................... ?. . 32. Plan checklist . ................................. . 33. 34. When y • u issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone ?Z3- 677 and hold for pickup at office. Deliver with inspector. Other Parcel Creation Acreage Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted 1. Index permit for above items No. _ 2. Additional items required: to permit issuance: (Circle new item not checked above). Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, ownPA was advised of above required data by_phone _ mail Counter by _ Date Plans checked by Date D Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works 4 TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location Plan Approved for: Sewage Disposal Water Supply: Public Clearance for' 4 Zbedroom/mile hoe. Other dAa�z ohome. Hold final for: Final clearance O.K. for: NOTE: Environmental HealtA Specialist 8/92 Plot Plan Allached Floor Ilan Awached— scot to It. 1). Private Well - /0 Date OWNER i ,COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 - TELEPHONE (916) 538-7541 r i / .l)A_%%-i /// . I /% A_ '41 1/ PROPOSED BUILDING F DATE REC: ''# ' . DATE REC 11!1. SCHOOL DISTRICT FEES i 2. ;(paid atFEES Office)........... ...... (paid at Building Department) 7 ,Residential..... x =$ unit amt. „Commercial (sgft).. x _$ sq.ft. amt. F3r URBAN AREA FEES '(paid at Building Department) Residential (per unit) x =$ d # units amt. Commercial (per sq.ft) x =$ r sq.ft. amt. 4. RECREATION DISTRICT FEES (paid at District Office) ..••••.•.••.••••• ••...• 5. DRAINAGE DISTRICT FEES t " (Contact Land Development Division)............... I,6 SRA FIRE INSPECTION AND PLAN CHECK = $89.00...... 7� c �f (paid at Building Department) .i 7. OTHER 8.' OTHER At time'of permit application, I was advised the above fees are required to be..paid prior to issuance of the permit. 'I APPLICANT DATE tl �� j COUNTY OF BUTTE - Department of Public Works 7 County Center Drive, Oroville, CA 95965 Phone: 916-538-7541 OWNER -BUILDER VERIFICATION Attention Property Owner: An."owner-builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1.' I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no)rg;07 2. I (have/have not) '— signed an application for a building permit for the proposed work. 3.I I have contracted with the following person (firm) to provide the proposed construction: Name Address City Phone Contractors License No. 4.1 I plan to provide portions of this work, but I have hired the following.person to coordinate, supervise, and provide the major work: Name Address City Phone Contractors License No. 5.' 1 will provide some of the work but.I have contracted (hired) the following persons to provide the work indicated: Name Address Phone Type of Work Signed: { Property Owner ;Social Security Nu er Date NOTE:This Owner -Builder Verification is sentto you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we -are -per-- mitted to issue the permit. �'•. � IJ#fib-ao-o 11 .. � � • ;.�� • tC2s�C�encer.�a�_.�__ Flr�� aEFT• —�.� '�1.JCS___l7Af_ ��I ���. c.� L.¢ ✓1.ti-x-- --J BU FSC �,_.. Y r rn-j-• � i Ff�i��r::a6l� Fj iii g _ A pita djt OSS pjAD ButtL COUP' �� �- .I. p` ��,� Environ nt wiva, O . of NO o as �Q� �l�n1P�3i 6 menu. C10$Y Thp AtMchad. Pro Std —" - COAt�u ... �• . ('. �requir�ents mv&tI f /50 ' L eacG 4"Psclftd and @pprove6 ! by C.O.F. Jay zo is (zed 6�1TT COUNTY - - - t .. __BUILQING DEPARTMENT . . ..... " �V - v 0 Top rall to be 36 In. high withOF—C K'.. Intermediate rails to be riot overly n. apart. C-, DETA(L q6 WJZOElt POST PIER Top rait to be 36 in. high with intermediate rails to be not over4 in. apart. Max. Rise Min. Run Run measured toe to toe. %7 max. tolerance between largest & smallest rise/run. 5 N Cid uUj -fah Lx;t.;iJ Yv, g !L%' pi6ij l "..gj Cl =l ✓� '_T ... • ... W fl ,.> • i N Cid uUj -fah Lx;t.;iJ Yv, g !L%' pi6ij l "..gj P AP # CDF FIRE SAFE REQUIREMENTS 93 - 316 ,C�� PERMIT # NAM Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit.. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. } 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provided for by the land owner. Driveway Standards [.] 1273.02 Surface. All driveway surfaces and structures (bridges, 1273.07 culverts and other appurtenant structures which supple- ment the roadway beck': t.6 shall provide unob- structed access t:.conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. [ ] 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius. [ ] 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet radius; 2 feet to those from 100-200 feet. ] 2. The length of ve.rt.ical curves in roadways exclusive of gutters, ditci::es and drainage structures designed to hold or divert water shall be not less than 100 feet. ] 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from center -of the road. ] 1273.06 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. [ ] -1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page .1 of 3 BUTTE COUNTY BUILDING DEPARTMENT APPROVED 2-0 -(/ AP # PERMIT # yc NAME ( ] 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart.. I[ l 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the building. 1273.11 Gates [ l 1. Gate entrances shall be at least two feet wider than the roadway it serves. [ ] 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. [ ] 3. Where a one-way road with a single traffic lane provides entrance, -a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space. L ] 1. All parcels 1 acre and larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from all property lines and/or the center of the road. 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. (�l 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the loal jurisdiction, of flammable vegetation and..flle'e caused by site development and construction, road.ar_d driveway construction and fuel modification shall be completed prior to completion of road construction or final inspection of a building permit. Page 2 of 3 BUTTE COUNTY UiLD1NG.DEPARTMENT 400" OVED _ _ ... AP # PERMIT # NAME Other Requirements [ I.. If Building Setback is 15 to 30 Feet: - Class A or B roof - Enclosed eaves [ ] I_f Building Setback is Less Than 15 Feet Choose any 3 of the following: - Metal doors on -side toward property line with insufficient setback - Class A or B roof with enclosed eaves - Interior automatic sprinkler system per NFPA 13D - Glass area not to exceed 10% of wall area toward property line with insufficient setback '., - Siding from the following list: Stucco - 3 coat Hardi-Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials 1Y t 4 f �'- 2S -q3 Date Signature BUITE COUNTY f3UlLQ��lC �EP� ` 'MEN*T NAP-TRO"EU OWNER RESIDENTIAL PLAN CHECKING GUIDE (S.F., DUPLEX &. MSC. ONLY) Bldg. Perpit # �- lP d A. P. # `Z Plan Checker GENERA1l .." Zoning requirements: (sideyards and number of permitted ,i__,�Valuation. 4YPlans si ed by designer. o description of work on -application. xistirg violations on property. Items on data sheet. (W.C., fee , Health, eveloper Fees, 7. Recorded notice of violation. 8/91 PLOT PLAN �omplete parcel- size and dimensions-. l2�etbacks', sideyards, easements, etc. .3. Other buildings -or structures. .4. Grading, fills, drainage. od hazard. Special conditions on creation map, ustible, and foundations). 7. FAU & FAS road setback. living units). License law, etc). (noise, Com, fire sprinklers, non -comb - 8. Building or utilities across lot lines (Record form). PT.nop PT.Am r.Complete to scale plan with dimensions. 2. Required windows for light and ventilation (Sec. 1205). 3. Required windows for second exit (Seca 1204). 4. Skylights (Chapter 34 & Sec. 5207): 5. Human impact glass (Sec. 5406). 6. Required room sizes, ceiling heights (Sec. 1207). 7. GFCIs in baths,garage, kitchen, and exterior outlets (Article 210-8). 8.' Light fixtures, switches, receptacles, and exterior receptacles for main- tenance of mechanical equipment. 9. Locations of water heater, heating and cooling equipment, other electrical or gas equipment. 10. Garage firewall, door size, and closer (Sec. 503(d)(3)). 11. 1 - 3'0" exterior exit door (sec. 3304 (f). 12. Fireplace and wood stove location, alcoves, and clearance. 13. Smoke detectors (Sec. 1210). 14. Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS 1. Standard bracing or engineered design (Table 25V) 2. Unusual shape, size, or split level house requiring lateral design. 3. Clerestory requiring balloon framing and/or engineering. 4. three story building requiring engineered calculations and plans. 55" Foundation plan complete enough to construct building. 6. F Lo4ar construction details complete enough to construct building. •� Elevations and wall construction details complete enough to construct building 8. Roof construction details complete enough to construct building. 9. Fireplace construction details and talcs if necessary. 10. Rafter ties or bearing ridge beam. 11. Garage door or porch header sizes. 12. Stud heights. 13. Adobe soils - special foundation design. 14. Retaining walls requiring design. 15. Special Inspection required. 8/91 RESIDENTIAL-'_ AN CHECKING GUIDE MISCELLANEOUS ITEMS TO LOOK OUT FOR 1. Stairway details: landings, rise and run, head clearance, handrails (Sec. 3306). 2. Guardrail details (Sec. 1711 & 3306(j). 3. Brick or stone veneer (Chapter 30). 4. Exterior plaster - weep screeds (Sec. 4706). 5. Proper roof pitch for roof convering (Chapter 32). 6. Roof covering type - (fire hazard). 7. Foam insulation - protection. 8. 36" halls and stairways. 9. Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts, etc. 10. Two exits on three-story dwellings (sec. 3303 & see Mezannines - 1716). 11. Attic access and ventilation (Sec. 3205). 12. Underfloor access and ventilation (Sec. 2516). 13. Combustion air for fuel burning appliances - L.P.G. requirements. 14. Noise requirements on duplexes. 15. Energy design. 16. Flashing at all exterior openings. 17. CDF responsible area requirements. L`� 0 D }: � Id N 01 ByC�I-B�1M-0.00-M.-AM S_HEEjT -GUIDE FOR HANDLING INSITIALLING AND BRACING OF ME�TA�. PLA_E NNEC■ 5t I 1 - I I ■ I ■ GENERAL NOTES NOTAS GENERALES HAND ERECTION — LEVANTAMIENTOAMANO BRACING FOR THREE PLANES OF ROOF Trusses are not marked in any way to identify Los trusses no est6n marcados de ningtin modo que 1-7f Trusses 20' or ,, ;%`;; n( Trusses 30' or IJ IJ ' the frequency or location of temporary bracing. identifique la frecuencia o localizacibn de los arriostres less, support � � � less, support at -' � t , EL ARRIOSTRE EN TRES PLANOS DE TECHO Follow the recommendations for handling,r (bracing) temporales. Use las recomendadones de manejo, at peak. �,, quarter points. f installing and temporary bracing of trusses. instalad6n y arrios[re tempoal de los trusses. Vea el folle[o - - This bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses. Refer to BCSI 1-03 Guide to Good Practice far Levante Levante de BCSI 1-03 Gu a de Buena Pr6dica pat el Manpjo. Instataci in del pito los los cuartos Este metodo de arriostre es para todo trusses excepto trusses de cuerdas aralelas 3x2 4x2. Handling. Installing &Bracing of Metal Plate y Arrios[re de los Trusses de Madera Connectados con p y Connected Wood Trusses for more detailed trusses de 20 de tramo los I information. Placas de Metaloara para mayor informaci6n. pies o menos. trusses de 30 1) TOP CHORD — CUERDA SUPERIOR L d•b ' d d' A d I — fi Trusses up to 20' pies o menos Trusses up to 30' oS l u)os a Iseno a os trusses pu en especl car F l Truss Design Drawings may specify locations of las localiiaciones de los arriostres permanentes en IDs Trusses hasta 20' I Trusses hasta 30' permanent bracing on individual compression miembros individuales en compresi6n. Vea la hoja pes,imen members. Refer to the BCSI-B3 Summa ry BCSI-B3 para los arriostres permanentes y refuerzos de los Sheet - Web Member Permanent Bracing/Web miembros secundarius (webs) HOISTING — LEVANTAMIENTO Reinforcement for more information. All other � Para mayor informad6n. EI permanent bracing design is the responsibility resto de arriostres permanentes son la responsabilidad del n( Hold each truss in position with the erection equipment until temporary bracing is installed and of the Building Designer. Disenador del Edificio. LJ truss is fastened to the bearing points. r The consequences of improper handling, installing �; 7--) ,, �, - Sostenga Cada truss en posici6n con la gr6a hasta que el arriostre temporal est@ instalado y el and bracing may be a collapse of the structure, or ) +` truss asegurado en los soportes. worse, serious personal injury or death. r. EI r Itad d st 1 . tr - Do not lift trusses over 30' by the peak Truss Span Top Chord Temporary Lateral Brace (TCTLB) Spacing Longitud de Tramo Espaciamiento del Arriostre Temporal de la Cuerda Superior Up to 30' 10' o.c. max. Hasta 30 pies 10 pies m6ximo 30' to 45' 8' o.c. max. 30 a 45 pies 8 pies m6ximo 45' to 60' 6' o.c. max. 45 a 60 pies 6 pies m6ximo 60' to 80'* 4' o.c. max. 60 a 80 pies* 4 pies maximo esu o e un manelo, In a aclon y arnos inadecuados, puede ser la cafda de la estructura o *Consult a Professional Engineer for trusses longer than 60'. No levante del pito los trusses de m6s de 30 pies. a6n pear, muertos o heridos. ,L y _ r " 'Consulte a un ingeniero para trusses de mas de 60 pies. -�� Greater than 30' Mas de 30 pies HOISTING RECOMMENDATIONS BY TRUSS SPAN Banding and truss plates have sharp edges. Wear RECOMMENDACIONES DE LEVANTAMIENTO Q gloves when handling and safety glasses when ®oo POR LONGITUD DEL TRUSS cutting banding. Empaques y placas de metal tienen bordes m afilados. Use guantes y lentes protectores cuando Corte los empaques. HANDLING - MANE]O QAllow no more No permits mas Q Use special care in Utilice cuidado than 3" of defiec- de 3 pulgadas de windy weather or especial en dias tion for every 10' pandeo por sada 10 near power lines ventosos o cerca de of span. pies de tramo. and airports. cables electricos o de aeropuertos. ,d ,a Spreader bar for truss bundles a•max. ep�po I -0 0 a a QCheck banding Revise los empaques prior to moving antes de mover los bundles. paquetes de trusses. QPick up vertical Levante de la cuerda bundles at the superior IDs grupos top chord. verticales de trusses. ONE WEEK OR LESS MORE THAN ONE WEEK r11A. �. QBundles stored on the ground for one week or more should be raised by blocking at 8' to 10' on center. Los paquetes almacenados en la tierra por ® Do not store on Una semana o mas deben ser elevados uneven ground. con bloques a sada 8 o 10 pies. QFor long term storage, cover bundles to pre- vent moisture gain but allow for ventilation. Para almacen-amiento por mayor tiempo, — — cubra los paquetes para prevenir aumento Q Avoid lateral bending. — Evite la ffexi6n lateral Do not store No almacene unbraced bundles verticalmente los upright. trusses sueltos. de humedad perp permita ventilaci6n. No almacene en tierra desigual. 60' or less f� Approx. 1/2 truss length Tagline ` TRUSSES UP TO 30' TRUSSES HASTA 30' Toe -in �� J» a " Toe -in Spreader bar 1/2 to 2/3 truss length Tagline TRUSSES UP TO 60' TRUSSES HASTA 60' Locate Spreader bar A_l__ Attach above or all fiback 1m x.max.mid-height Spreader bar 2/3 to win. 1— 3/4 truss length TRUSSES UP TO AND OVER 60' TRUSSES HASTA Y SOBRE 60' BRACING - ARRIOSTRE Q Refer to BCSI-B2 Summary Sheet - Truss Installa- ¢ tion and Tempos Bracing for more information. Vea el resumen BCSI-B2 - Instalaci6n de Trusses y Arriostre Temporal para mayor informaci6n. Do not walk on unbraced trusses. No Gamine en trusses sueltos. Top Chord Temporary Lateral , QLocate ground braces for first truss directly Bracing (TCTLB) in line with all rows of top chord temporary lateral bracing. Coloque los arriostres de tierra para el primer truss directamente en linea con sada Una de las filas de arriostres laterales 2x4 min. temporales de la cuerda superior. Brace first truss well before erection of additional trusses. Q See BCSI-B2 for TCTLB options. Vea el BCSI-B2 para las opciones de TCTLB. Q Refer to BCSI-B6 Summary Sheet - Gable End Frame Bracing. Repeat diagonal braces. Vea el resumen BCSI-B6 - Arriostre Repita los arriostres del truss terminal diagonales. de un techo a dos aquas. 1 7f Set first five trusses with spacer pieces, then add diagonals. Repeat Ll process on groups of four trusses until all trusses are set. Instale los cinco primeros trusses con espaciadores, luego los arriostres diagonales. Repita este procedimiento en grupos de cuatro trusses hasta que todos los trusses esten instalados. 2) BOTTOM CHORD — CUERDA INFERIOR Lateral braces 2x4x12' length lapped over two trusses. . • /�� Diagonal braces every SO buss �• .p. spaces (20' max.) l \a u�..v..ja., w. el lU -11 I I IdR. Some chord and web members not shown for clarity. 3) WEB MEMBER PLANE — PLANO DE LOS MIEMBROS SECUNDARIOS Clik! HO]A RESUMEN DE LA GUTA DE BUENA PRAC-TICA PARA EL MA Web Diagonal braces every 10 truss 10'-15' max. spaces (20' max.) same spacing as bottom chord Some chord and web members not shown for clarity. lateral bracing DIAGONAL BRACING IS VERY IMPORTANT iEL ARRIOSTRE DIAGONAL ES MUY IMPORTANTE! i A DV E RAE N No proceda con la construcci6n hasty que todos los arriostres est6n colocados en forma apropiada y Segura. Do not exceed maximum stack heights. Refer to @CSL -B4 Summary Sheet - Construction Loading for more information. No exceda las m6ximas alturas recomendadas. Vea el resumen BCSI-B4 Carga de Construcci6n para mayor informaci6n. Material Height (h) Gypsum Board BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES Plywood or OSB EL ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3x2 Y 4x2 QRefer to BCSI-B7 Maximum lateral brace spacing 2 bundles Summary Sheet 10' D.C. for 3x2 chords 8" - Temporary and 15' o.c. for 4x2 chords Diagonal braces Permanent Bracing "IS 0115 every 15 truss for Parallel Chord spaces (30' max.) Trusses for more information. Vea el resumen BCSI-87 - Arriostre tem op ral v Permanente de The end diagonal trusses de cuerdas brace for cantilevered paralelas para mayor trusses must be placed Lateral braces information. on vertical webs in line 2x4x12' length lapped with the support. over two trusses. INSTALLING - INSTALACION for Out -of -Plane. — Tolerancias para Fuera-de-Plano. QTolerances Max. Bow Length —►I L Max. TfUSS Bow Length 11 f B ----- -.......-8..... _ i � Len th �a, 3/4" 12.5' Max. T Le g�B 7/8" 14.6' Q Tolerances for D/50 D (ft.) 1" 16.7' Out-of-Plumb.I 1/4" 1' 1-1/8° 18.8' Tolerancias para o I 1/2° 2' 1-1/4° 20.8' Fuera-de-Plomada. o.1.3/8° 3/4" 3' 22.9' o I Plumb bob 1° 4 1.1/2° 25.0' 1-1/4" 5' 1-3/4° 29.2' D/50 max1-1/2" - 6' 1-3/4° 7' 2" a 8' CONSTRUCTION LOADING — CARGA DE CONSTRUCCION Q Do not proceed with construction until all bracing is securely Maximum Stack Height and properly in place. for Materials on Trusses No proceda con la construcci6n hasty que todos los arriostres est6n colocados en forma apropiada y Segura. Do not exceed maximum stack heights. Refer to @CSL -B4 Summary Sheet - Construction Loading for more information. No exceda las m6ximas alturas recomendadas. Vea el resumen BCSI-B4 Carga de Construcci6n para mayor informaci6n. Material Height (h) Gypsum Board 12" Plywood or OSB 16" Asphalt Shingles 2 bundles Concrete Block 8" Clay Tile 3-4 tiles high .ti.aI 0 Do not overload small groups or single trusses. No sobrecargue pequefios grupos o trusses individuales. QPlace loads over as many trusses as possible. Coloque las cargas sobre tantos trusses tomo sea posible. Position loads over Iuad bearing walls. t' IJ Coloque las cargas sabre las Paredes soportantes. ALTERATIONS — ALTEF ACIONES y QRefer to BCSI-B5 Summary Sheet - Truss Damage, Jobsite Modifications and Installation Errors. Vea el res6men BCSI-B5 Da"nos de trusses Modificaciones en la Obra y Emores de Instalaci6n Do not cut, alter, or drill any structural member of a truss unless specifically permitted by the Truss Design Drawing. Nu torte, alLere u perruie ilingun mienlbro estructural de los trusses, a menos que este especificamente permitido en el dibujo del dise"no del truss. QTrusses that have been overloaded during construction or altered without the Truss Manufacturer's prior approval may render the Truss Manufacturer's limited warranty null and void. Trusses que se han sobrecargado durante la construcci6n o han sido alterados Sin Una aurori7ari6n previa del Fabricante de Trusses, pueden reducir o eliminar la garantia del Fabricante de Trusses. NOTE: The Truss Manufacturer and Truss Designer must rely on the fact that the Contractor and crane operator (if applicable) are ca- pable to undertake the work they have agreed to do on a particular project. The Contractor should seek any required assistance regarding construction practices from a competent parry. The methods and procedures outlined are Intended to ensure that the overall construction techniques employed will put Boor and roof trusses Into place SAFELY. These recommendations for handling, installing and bracing wood trusses are based upon the collective experierke of leading technical personnel In the wood truss Industry, but must, due to the nature of responsibilities Involved, be presented only as a GUIDE for use by a qualified Building Designer or Erection/Installation Contractor It Is not intended that these recommendations be Interpreted as superior to any design specification (provided by either an Architect, Engineer, the Building Designer, the Erection/Installation Contractor or otherwise) for handling, Installing and bracing wood trusses and it does not preclude the use of other equivalent methods for bracing and providing stability for the walls and columns as may be determined by the truss ErectloNlnstallation Contractor. Thus, the Wood Truss Council of America and the Truss Plate Institute expressly disclaim any responsibility for damages arising from the use, application, or reliance on the recommendations and Information contained herein. WOOD TRUSS COUNCIL OF AMERICA TRUSS PLATE INSTITUTE One WTCA Center• 6300 Enterprise Lane • Madison, WI 53719 583 D'Onofrlo Drive • Madison, WI 53719 608/274-4849 • www.Webdtruss.Com 608/833-5900 • www.tpinst.org i•n 0 N Q L rn a S. B1WARN11x17 03112 INSTALACION Y ARRIOSTRE DE LOS TRUSSES DE MADERA CONECTADOS CONOcilla PLACAS-DE METAL WARNING ! BCS4Y-B1 SUMMARY SHEET -GUIDE FOR HANDLING, INSTALLING YAN.D BRACING -F METAL P TE CONNECTED WOOD TRUSSES zGENERAL NOTES 'NOTAG1;GENERALESm II HAND ERECTION�LEVANTAMIENTOAMANO Trusses are not marked in any way to identify Los trusses no estan marcados de ninglin modo que I7f Trusses 20' or ,, ;%`;; _ _ u of Trusses 30' or Ll Up to 30' the frequency or location of temporary bracing. idendfique la f mencia o localizaci6n de los arriostres less, support 30' to 45' less, support at 30 a 45 pies Follow the recommendations for handling, (bracinq) temporales. Use las recomendaciones dem at peak. 45 a 60 pies quarter points. r installing and temporary bracing of trusses. instalad6n y arriostre temporal de los trusses: Vea el (pj(QI4 Levante Tolerancias paraI - Levante de 1/2" 2' Refer to BCSI 1-03 Guide to Good Practice for Handling. Installing &Bracing of Metal Plate gCSI 1-03 Guia de Buena PraLtio nary el ManGjo. Instalad6n del pito los Vea el res6men BCSI-B7 - Arriostre los cuartos 22.9' Connected Wood Trusses for more detailed y Arcios[re de los Trusses de Madera Connecados con platys de Meta cora para mayor informaci6n. trusses de 20 temporal y permanente de The end diagonal de tramo los 'I information. Los dibujos de disefio de los trusses pueden especificar pies o menos. F Trusses up to 20' trusses de 30 pies o menos. Trusses up to 30' Truss Design Drawings may specify locations of las localizations de los arriostres permanentes en los Trusses hasta 20' on vertical webs in line Trusses hasty 30' permanent bracing on individual compression miembros individuales en compresi6n. Vea la hoja resumen with the support. over two trusses. members. Refer to the 13CSI-B3 Summary BCSI-B3 los refuerzos de tog CONSTRUCTION LOADING — CARGA DE CONSTRUCCION Sheet - Web Member Permanent Bracing/Web Reinforcement for more information. All other Dataarriostres oermanentes y miembros secundarios (webs) para mayor informad6n. EI HOISTING — LEVANTAMIENTO and properly in place. for Materials on Trusses No proceda con la construcci6n hasta que todos los arriostres permanent bracing design is the responsibility resto de arriostres permanentes son la responsabilidad del Hold each truss in position with the erection equipment until temporary bracing is installed and 2 of the Building Designer. Disenador del Edificio. truss is fastened to the bearing points. QThe consequences of improper handling, installing and bracing may be a collapse of the structure, or worse, serious personal injury or death. EI resultado de un manejo, instalacion y arriostre V inadecuados, puede ser la caida de la estrudura o aun peor, muertos o heridos. Banding and truss plates have sharp edges. Wear Qgloves when handling and safety glasses when ono cutting banding. Empaques y placas de metal tienen border m afilados. Use guantes y lentes protectores cuando Corte los empaques. HANDLING - MANE30 QAllow no more No permita mas Q Use special care in than 3" of deflec- de 3 pulgadas de windy weather or tion for every 10' pandeo por cada 10 near power lines of span. pies de tramo. and airports. to to' 6'max. to QPick up vertical Levante de la cuerda bundles at the superior los grupos top chord. verticales de trusses. ONE WEEK OR LESS MORE THAN ONE WEEK r QBundles stored on the ground for one week or more should be raised by blocking at 8' to 10' on center. Los paquetes almacenados en la tierra por Una semana o mas deben ser elevados con bloques a cada 8 o 10 pies. O For long term storage, cover bundles to pre- vent moisture gain but allow for ventilation. Para almacen-amiento por mayor dempo, cubra los paquetes para prevenir aumento de humedad pero permita ventilaci6n. Utilice cuidado especial en dias ventosos o cerca de cables eledricos o de aeropuertos. Sostenga cada truss en posicl6n con la grua hasta que el arriostre temporal este instalado y el truss asegurado en los soportes. Do not lift trusses over 30' by the peak. No levante del pito los trusses de mas de 30 pies. Greater than 30' Mas de 30 oies HOISTING RECOMMENDATIONS BY TRUSS SPAN RECOMMENDACIONES DE LEVANTAMIENTO FOR LONGTTUD DEL TRUSS Toe -in,. Spreader bar for L, truss bundles Tagline i�Iwl 9 0 A Do not store No almacene unbraced bundles verticalmente los upright. trusses sueltos. ®Do not store on No almacene en uneven ground. tierra desigual. iADIVEE�RiTiRN'TCI�i4!I Tagline T` oe-in Spreader bar 1/2 to 2/3 truss length —� TRUSSES UP TO 60' TRUSSES HASTA 60' ;BRACING.FOR:THRE€-.P_LANES.OF_--ROOF EL ARRIOSTRE EN TRES PLANOS DE TECHO 10 Inis DraCing meUfoo Is rot all trusses exLepL3x[ dnd 4x2 poldllel LIIUId busses. - Este metodo de arriostre es para todo trusses excepto trusses de cuerdas paralelas 3x2 y 4x2. 1) TOP CHORD — CUERDA SUPERIOR Truss Span Top Chord Temporary Lateral Brace (TCTLB) Spacing Longitud de Tramo Espaciamiento del Arriostre Temporal de la Cuerda Superior Up to 30' 10' o.c. max. Hasty 30 pies 10 pies maximo 30' to 45' 8' o.c. max. 30 a 45 pies 8 pies maximo 45' to 60' 6' o.c. max. 45 a 60 pies 1 6 pies maximo 60' to 80'* 4' o.c. max. 60 a 80 pies* 4 pies maximo :Consulta Professional Engineer for trusses longer than 60'. Consulte a un ingeniero para trusses de mas de 60 pies. R1 See BCSI-82 for TCTLB options. Vea el SCSI -82 para las options de TCTLB. / 60' arless Q Refer to BCSIk Summary Bracing.. Repeat diagonal braces. F Approx. 1/2 —� truss length BCSI-B6 - Arrios[re Repita los arriostres del truss terminal diagonales. TRUSSES UP TO 30' de un techo a dos TRUSSES HASTA 30' aguas. r7{ Set first five trusses with spacer pieces, then add diagonals. Repeat LJ process on groups of four trusses until all trusses are set. Instale los cinco primeros trusses con espaciadores, luego los arriostres diagonales. Repita este procedimiento en grupos de cuatro trusses hasty que todos los trusses esten instalados. 2) BOTTOM CHORD — CUERDA INFERIOR Locate Spreader bar Attach above or stiffback 10' D.C. max. mid -height Spreader bar 2/3 to 3/4 truss length —�1I Tagline �_ TRUSSES UP TO AND OVER 60' TRUSSES HASTA Y SOBRE 60' BRACING - ARRIOSTRE Q Refer to BCSI-B2 Summary Sheet - Truss Installa- tion and Temoorary Bracino for more information. i Vea el res6men BCSI-B2 - Instalaci6n de Trusses i 4 y Arriostre Temporal para mayor informaci6n. Do not walk on unbraced trusses. No camine en trusses sueltos. QLocate ground braces for first truss directly in line with all rows of top chord temporary lateral bracing. Coloque los arriostres de tierra para el primer truss directamente en linea con cada Una de las filas de arriostres laterales temporales de la cuerda superior. Brace first truss well �— before erection of additional trusses. 0 11 Lateral braces 2x4x12' length lapped over two trusses. , Diagonal braces every 10 truss spaces (20' max.) 10'-15' max. -7-<�` -;- Some chord and web members not shown for clarity. 3) WEB MEMBER PLANE — PLANO DE LOS MIEMBROS SECUNDARIOS Top Chord TemporaryLateral = Bracing (TCTLB) min. Web Diagonal braces every 10 truss 10'-15' max. spaces (20' max.) same spacing as bottom chord Some chord and web members not shown for clarity. lateral bracing DIAGONAL BRACING IS VERY IMPORTANT iEL ARRIOSTRE DIAGONAL ES MUY IMPORTANTEll BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES EL ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3x2 Y 4x2 QRefer to BCSI-B7 Maximum lateral brace spacing Tolerances for Out -of -Plane. — Tolerancias para Fuera-de-Plano. Summary Sheet Q Max. Bow Max. Bow Length —►I 10' o.c. for 3x2 chords f f Length —► I Length ► G - lemoorary and Permanent Bracing = 15 IS U.C. fw 4x2 Lliulds Diagonal braces I0' of every 15 truss for Parallel Chord 1/4„ 11 spaces (30' max.) Truss for more Tolerancias paraI 1/2" 2' information. 1-1/4" 20.8' Fuera-de-Plomada. a1-3/8" Vea el res6men BCSI-B7 - Arriostre 22.9' o Plumb Ael bob 1• 4- temporal y permanente de The end diagonal 'I trusses de cuerdas brace for cantilevered 1-3/4° 29.2' paralelas para mayor trusses must be placed Lateral braces informaci6n. on vertical webs in line 2x4x12' length lapped with the support. over two trusses. INSTALLING - INSTALACION Gypsum Board Tolerances for Out -of -Plane. — Tolerancias para Fuera-de-Plano. Plywood or OSB Q Max. Bow Max. Bow Length —►I Max. Truss Bow Length f f Length —► I Length ► G 3/4° 12.5, B" 7/8° 14.6' r7f Tolerances for D/50 D (ft.) 1° 16.7' Ll Out -of -Plumb. 1/4„ 11 1-1/8" 18.8' Tolerancias paraI 1/2" 2' 1-1/4" 20.8' Fuera-de-Plomada. a1-3/8" 3/4" 3' 22.9' o Plumb Ael bob 1• 4- 1-1/2° 25.0' 'I 1-1/4° 5' 1-3/4° 29.2' D/5omaxl 1-1/2" 6' 2° a33.3' 2" z 8' CONSTRUCTION LOADING — CARGA DE CONSTRUCCION QDo not proceed with construction until all bracing is securely Maximum Stack Height and properly in place. for Materials on Trusses No proceda con la construcci6n hasta que todos los arriostres esten colocados en forma apropiada y Segura. Do not exceed maximum stack heights. Refer to BCS1-B4 Summary Sheet - Construction Loading for more information. No exceda las maximas aituras recomendadas. Vea el res6men BCSI-B4 Carga de Construcci6n para mayor information. 1 Do not overload small groups or single trusses. No sobrecargue pequenos grupos o trusses individuales. QPlace loads ovet as many trusses as possible. Coloque las cargas sobre tantos trusses tomo sea posible. Q Position loads over load bearing walls. r r' Coloque las cargas sobre las paredes soportantes. ALTERATIONS — ALTERACIONES © Refer to BCSI-B5 Summary Sheet - Truss Damage. ]obsite Modifications and Installation Errors. Vea el res6men SCSI -B5 Danos de trusses Modificaciones en la Obra y Errores de In<_talad6n. Material Height (h) Gypsum Board 12" Plywood or OSB 16" Asphalt Shingles 2 bundles Concrete Block B" Clay Tile 3-4 tiles high Do not cut, alter, or drill any structural member of a truss unless n specifically permitted by the Truss Design Drawing. No torte, altere o perfore ning6n miembro estructural de los trusses, a menos que este especificamente permiddo en el dibujo r del diseno del truss. Q Trusses that have been overloaded during construction or altered without the Truss Manufacturer's prior approval may render the Truss Manufacturer's limited warranty null and void. Trusses que se han sobrecargado duranta la r.onstrucci6n o han sido alterados sin Una autorizaci6n previa del Fabricante de Trusses, pueden reducir o eliminar la garantia del Fabricante de Trusses. NOTE: The Truss Manufacturer and Truss Designer must rely on the fact that the Contractor and crane operator (if applicable) are ca. pable to undertake the work they have agreed to do on a particular project. The Contractor should seek any required assistance regarding construction Practice` from a competent parry. The methods and procedures outlined are Intended to ensure that the overall construction techniques employed will put floor and roof trusses Into place SAFELY. These recommendations for handling, installing and bracing wood trusses are based upon me collective experience of leading technical personnel in the wood truss Industry, but must, due to the nature of responsibilities involved, be presented only as a GUIDE for use by a qualified Building Designer or Erectlon/Installation Contractor It is not Intended that these recommendations be Interpreted as superior to any design specification (provided by either an Architect, Engineer, the Building Designer, the Erection/Installation Contractor or otherwise) for handling, installing and bracing wood lasses and it does not preclude the use of other equivalent methods for bracing and providing stability for the walls and columns as may be determined by the truss ErectloNlnstallation Contractor. Thus, the Wood Truss Council of America and the Truss Plate Institute expressN disdaim any responsibility for damages arising from the use, application, or milance on the recommendations and Information contained herein. 96th- .44ri-i6, WOOD TRUSS COUNCIL OF AMERICA TRUSS PLATE INSTITUTE One WTCA Center • 6300 Enterprise Lane • Madison, WI 53719 583 D'Onofrio Drive • Madison, WI 53719 608/274-0849 • www.woodtruss.com 608/833.5900 • wwwApinst.org 81WARN11x17 031125 HO]AIRES UMEN DE LA GUTA DE BUENA PRAGTICA PARA E� MAN EJO, INSTALACION Y ARRIOSTRE DE LOS TRUSSES DE MADERA CONEGTADOS CON PLACAS DE METAL 0 Certificate of Compliance: Residential Climate Zone 11 Ma ridatory Measures Checklist: Residential MF -1R Project Title NOTE: Lowrisc trsidcndal buildings s ibiect w the Sta Ands must conutin Qmc aKawra regotdWo of the eomplurm approach used. Ivens marked with an asterisk (•) may be superseded by more stringent compliance roquuements listed Building Permit # on the Certificate of Compliants. When this checklist is incorporated into the permit document&• the features noted shall Project Address be considered by all parties as binding minimum component perfomu ice specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. Cbedtxd By/ Due Documentation Author Telephone Bnforotttnent Agauiry Use only DESCRIPTION DESIGNER ENFORCEMENT Building Envelope Measures BUILDING DATA Glass Area % Glass • 62.5352(a): Minimum ceiling insulation R-19 weighted average. North §2.5352(0): Loose rill insulation manufacturer's labeled R -Value. Conditioned Floor Area Number of Stories East ' §2.5352(1): Minimum wall insulation in framed walls R-11 weighted average (does not apply to Slab/Raised Floor Number of. Units South exterior mass water). (l Single Fam l Detached SFD $l Y ( ) [ ] Addition Alone West §2-5352(kr Slab edge insulation - water absorption rue no greater than 03%. wale vapor transmission rate no greater than 2.0 pemYonch. (] Single Family Attached (SFA) [ ] Existing Building Skylight §2.531 I: Insulation specified or installed meets Catifomis Energy Commission (CEO quality [� Multi -Family (NM [ ] Existing -Plus -Addition Total standards. Indicate type and form. r §2.5352((): vapor barriers mandatory in Climate Zones 14 and 16 only. 12.5317: Inrrltration/Exrdtration Controls B UII,DING SHELL INSULATION' a Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. Component Insulation LoeaftnnlCommenits �% b. Doors and windows certified. pped, all joints and C. Doors and w1tIdOWS wCdlherstT pCnnelratronf Canted and settled. Type R -Value (attic. to garage, tmi: al. etc.) §2-5335ec). special infiltration barrier installed to comply with 12-5351 meeu CEC quality sLandar Wall.............. 12-5352(d): Installation of Fireplaces wan 1. Masonry and factory -built fueplaces have: .............. ROOF ............. a Tight fitting, closeable metal o glass door b. Outside air intake with damper and control Roof ............. _ damper and control continuous 2. No continuous burning gas pilots allowed. Floor ............. HVAC and Plumbing System Measures Floor ............. 12-5352(8) and 2-5303: Space conditioning equipment sizing: attach tatculadom Slab Edge ..... —_ §2.5352(h) and 2-5315: Setback therrnosta: on all applicable heating systems. GLAZING Shading Devices • §2-5316(x): Ducts constructed. installed and insulated per Chapter 10.1976 UMC. 62-5316(b): Exhaust systems have damper controls. Glazing Area Glass Type Interior Exterior OverhangFramin g �'pe §2.5314(e): Gas-fired space heating equipment has intermittent ignition devices. t " §2-5314: HVAC heaters. Orientation (SO (single. double) (>►oUer blind. etc.) (ahadescreetl. etc.) OMAN) (Totd1wood) equipment, water shoWerheaat and Tautens Certified by the CEC. §2-53520: Water heater insulation blanket (R-12 or greater) or combined interior/exterior ' insulation (R-16 or greater): rust 5 feet of pipes closest to tank insulated (R-3 or greater). NorLh ( ) § v D312(Exception nsteam and Pipe insulation on steaand ueam condensate return do recirculating Ing East ( ) F1\ 12-5318(d): Swimming Pool Heating East( ) 1. System has: a. On/off switch on heater. SOuLh ( ) _ b. Weatherproof instruction plate on heater. Sou Lh ( ) t. Plumbed to allow for solar. 2. 75 percent thermal efficiency. West ( ) 3. Pool cover. 4.Time clock. West ( ) 5. Directional water inICL Skylight....... _ - - Li h gting and Appliance Measures THERMAL MASS .. r §2=5352(1): Lighting - 25 lumens/watt or greater for general lighting in kitchens and bathuoomt. Type/Covering Area Thickness - §2-5314(0): Gas rural appliances equipped with intermittent ignition devices. _ 12.5314(x): Refrigerators. refrigerator -freezers. freesen and fluorescent lamp ballasts certified (slab/exposed, tile. etc. - (sf) - (inches) Loeation/Description (kitchen. bath. etc:) - - by the CEC. Indicate make and model number. - - COMPLIANCE STATEMENT - This eerdficm of compliance lies the, building fcatumt and performance specifications needed to comply with - - Title 24. Chapter 2-53 and Title 20. O ap'W 2. Subc iapter4. Article 1 of the California Administrative code- This _ - ' H VAC SYSTEMS Minimum • ` • Duct oerdficate has been signed by the individual with overall design respdnn'bllity and the building owner. who shall _ retain a copy of it and transmit the oertiftde to any subSequeat puidtaser of the building. - . Type (t'tt>zta�e, sir �' Efficient y -, Location Duct Output ' Manufacturer /Model # - - - - - conditioner; hest p»mp) (Sl?. SEF1t.HSPF) (attic. etc.) R=VaIUe (Btuh) (or approved equal) � - � Designer Building Owner _ --- Nath,= - Nauru — -- ; Addreas: Address: Maximum Fumace Heating Output: - Btuh —7 Telephone: Telephone HOT WATER SYSTEMS -. Tank . Manufacturer/Model # System Type (storage gas, etc.) Capacity (or approved equal) Special Feature(s) .�•— (signature) (date) ' (sitn.iune) (date) Documentation Author Enforcement Agency SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) N`11C= y .. TtWl=irrrt Ata wcy- Address: Tekpiwnc - :. Ceiling Insulation -4 -3 -1 0.80 Number of stones R -value One Two Three R-0 -103 -49 32 R-19 -8 -4 .2 R-30 .2 .1 .1 R-38 0 0 0 U -value -10 4 40 0.50 -176 -84 .54 0.30 -102 -49 32 0.10 -26 -13 -8 0.08 -18 -9 -6 . 0.06 -11 -5 -4 0.04 -4 -2 -1 0.02 4 2 1 0.00 11 5 3 �. Wal( Insulation 13 27 -52 Single- Single - -2 6 Family Family Multi - R -value Detached Attached Family R-0 -68 -51 -34 R-11 0 0 0 R-13 2 2 1 R-19 8 6 4 U -value -11 -4 2 0.80 -153 -114 -76 0.50 -91 -68 -46 0.30 -47 -36 -24 0.10 0 0 0 0.08 4 3 2 0.06 9 7 5 0.04 14 11 7 0.02 19 14 10 0.00 24 18 12 16 17 -23 -1 Raised Floor Insulation 12 17 Insulation in Floor 0 4 Number of stories 13 R -value One Two Three R-0 -17 -8 -5 R-11 -3 -2 -1 R-19 0 0 0 R-30 3 1 1 U -value 18 12 -9 0.60 -144 -70 -46 0.50 -120 -58 -38 0.40 -95. -46 .. 30 0.30 -69 -34 -22 0.20 -43 -21 -14 0.10 -17 -8 -5 0.08 -11 -6 4 0.06 -6 -3 -2 0.04 -1 0 0 0.02 4 2 1 0.00 10 5 3 Controlled Ventilation Crawlspace -9 Number of stories 1 R -value One Two Three R-0 -11 -7.5 4 R-5 -4 .-4 3 R-11 -2 .2 -2 R-19 -1 .2 - -2 Slab Edge Insulation 10 8 7_ 5 -. Number of Stories 17 15 R -value One Two Three ' R-0 0 0 0 R-5 8 5, 2 R-7 8 6 3 F2 factor 0.90 -4 -3 -1 0.80 -1 -1 0 0.70 • 2 2 1 0.60 6 4 2 0.50 9 6 3 040 12 8 4 5. Inriltration (Air Leakage) Soedficstion Points Standard 0 6. Glass Heat Loss Total Duct Efficiency [0.78] Effective SE or - Interior Slab Floor U -value %Glass Percent East South .51 to .41 to .31 to 0.30 or Glass Single Double .60 .50 .40 less 50 -121 -53 -39 -24 -10 4 40 -90 -37 -26 -14 3 8 35 -75 -29 -19 -9 1 10 30 -61 -21 -13 -4 4 12 29 -58 -20 -12 -3 5 12 28 -55 -18 -10 .2 5 13 27 -52 -17 -9 -2 6 -13 26 -49 -15 -8 -1 7 14 25 -46 -14 -7 0 7 14 24 -43 -12 -5 1 8 14 23 -40 -11 -4 2 8 15 22 -37 -9 3 3 9 15 21 -34 -7 -2 4 10 15 20 31 -6 0 5 10 16 19 -29 -4 1 6 11 16 18 -26 3 2 7 12 16 17 -23 -1 3 8 12 17 16 -20 0 4 9 13 17 15 -17 1 6 10 14 17 14 -14 3 7 10 14 18 13 -12 4 8 11 15 18 12 -9 6 9 12 15 19 11 -6 7 10 13 16 19 10 3 9 11 14 17 19 9 -1 10 13 15 17 20 8 2 12 14 16 18 20 7. Shading (Shade Open) ERective Percent Glass (percent Stant x SC) Effective Duct Efficiency [0.78] Effective SE or - Interior Slab Floor Raised Floor %Glass North East South West Skylight 18 5 1 4 1 na 16• 4 2 5 1 na 14 4 2 5 1 na_ 12 3 3 5 2 na 11 3 3 5 2 na 10 2 3 5 2 1 9 2 3 5 2 2 8 2 3 5 2 2- 7 1 3 4 2 2. 6 1 3 4 2 3 5 1 2 4 2 3 4 0 2 3 1 3- 3 0 1 2 1 3 2 0 0 1 0 3 1 -1 -1 -1 .1 2 0 -1 .2 - -2 0 .. na = not allowed 9 11 13 13 14 8. Shading (Shade Closed) - 10 11 13 E fecilve Percent Glass 14 8.0 7 (Percent tilam X SC) 14 14 8.5 7 10 12 13 14 15 10. Exterior Wall Thermal Mass North EaM South West Sltyipltt 18 -14 -48 39" -64 na 16 -12 -42 -59 -55- na 14 -10 -35 -50 -46 na 12 -8 -29 -40 -37 na 11 -7 -26 -36 -33 na- 10 -6 .23 -31 -29 -74 9 -5 .20 -27 -25 -65 8 -5 -17 -23 -21.. -56 7 -4 -14 -19 -18 -47 6 -3 -11 -15 -14 -38 5 -2 -9 -11 -10 -30 4 .1 -6 -8 -7 -23 3 0 -4 -5 -4 -16 2 1 -1 -2 -i -9 1 1 1 1 1 -4 0 2 3 4 3 0 na . not slowed 3 2 2 1 0.80 7.33 9. Interior Thermal Mass Duct Efficiency [0.78] Effective SE or - Interior Slab Floor Raised Floor Mass Stories -4 Stories -2 /CFA One Two Three One Two Three 0.0 -8 -5 -4 -2 -1 .1 0.1 -8 .5 3 .1 0 0 0.3 -7 -4 -2 0 1 1 0.5 -6 -3 -1 1 1 2 0.7 -5 .2 -1 1 2 2 0.9 -5 .1 0 2 3 3 1.1 -4 -1 1 3 4 4 1.3 -3 0 2 3 4 5 1.5 -3 1 2 4 5 5 2.0 -1 2 4 5 6 7 2.5 0 3 5 7 7 8 3.0 1 4 6 8 8 9 3.5 2 5 7 9 9 10 4.0 3 6 8 9 10 10 4.5 3 7 8 10 - 11 11 5.0 4 7 9 11 12 12 5.5 5 8 9 11 12 12 6.0 5 8 10 12 '13 13 6.5 6 9 10 12 13 13 7.0 6 9 11 13 13 14 7.5 6 10 11 13 14 14 8.0 7 10 11 13 14 14 8.5 7 10 12 13 14 15 10. Exterior Wall Thermal Mass -5 Exterior Suvie- Single - -2 7.0 Wall Family Family Mule Mass Detached Attached Fame 5 0.00 0 0 0 14 12 0.20 3 2 1 22 0.40 5 4 3 11.0 0.60 8 6 4 8 0.80 10 8 5 14 1.00 13 10 7 20 1.20 13 12 8 5 1.40 12 13 9 4 1.60 10 13 11.. . 1.80 10 12 12 2 200 10 11 13 -11 11. Heating System Solar 2 1 1 SE or HSPF HWR -23' (assumes duets In attic) -8 3 -5 Sum of 14 -25 -13 -25 or -24 to -14 to -4 to +6 to 16 or -SE HSPF less -15 -5 +5 +15 more 0.72 6.60 0 0 0 0 0 0 0.75 6.88 3 3 3 2 2 1 0.80 7.33 8 7 6 5 4 3 0.85 7.79 13 11 10 8 7_ 5 0.90 8.25.. 17 15 13 11 9 7 0.95 8.71 20 is'-- 15. _ 13 11 8 -8 . Etrecdve SE or HSPF .3 (SE or HSPF x duct etTiciency) -2 - Effective -25 or -24 to -14 b -4 to +6 to 16 or SE HSPF less -15 -6 +5 +15 more 0.30 275 -73 -64 -56 .47 -38 -30 na 3.41 -45 -39 -34 -29 -24 -18 -0.40 3.67 .-34 -30 -26 -22 -18 -14 0.50 4.58 -10 -9 -8 -7 -5 -4 0.56 5.13 0 0 0 0 0. 0 0.60 5.50 5 5 4 3 3 2 0.70 6.42 17 15 13 11 9 7 0.80 7.33 25 22 19 16 13 10 0.90 8.25 32 28 24 20 17 13 1.00 9.17 37 32 28 24 19 15 Zonal Control Adjustment 1.7 System Type 22 2A 2.6 2.8 Resistance 10 9 7 6 4 3 Other 6. 5 4 3 2 2 12. Cooling Systom Duct Efficiency [0.78] Effective SE or - R - HSPF [0.56/5.15) SEER -4 -4 -3 -2 -2 (Assume; ducts In attic) 2 - 2 2 Stm of 7-10 Single -Family Oetaehed and k Attached -25 or .24 b r14110 -4 b +6 b 16 or SEER lass -15 I .6 +5 +15 more 8.0 -14 -12 .10 -8 -6 -4 8.5 -9 .7 -6 .5 -4 -3 8.9 -5 -4 -4 -3 -2 -2 9.0 -4 -3 -3 -2 .2 -1 9.5 0 0 0 0 0 0 10.0 4 3 3 2 2 1 10.5 7 6 5 4 3 2 11.0 10 9 7 6 4 3 120 15 13 11 9 7 5 13.0 20 17 14 12 9 6 -25 -16 ERettive SEER -10 -8 POU (SEER xAuct efficiency) _-12 -9 -7 St<11 of 7-10 IG None' -_5 -3 Effective -25 or -24 to .14b -41c 461D 16 or SEER less -15 -5 +5 +15 more 5.0 -30 -25 -21 -17 -13 -9 6.0 -12 -11 -9 -7 -0 4 6.6 -5 4 -4 3 4 -2 7.0 0 0 0 0 0 0 8.0 9 8 6 5 4 3 9.0 16 14 12 9 7 5 10.0 22 19 16 13 10 7 11.0 26 23 19 15 12 8 12.0 30 26 22 18 14 9 13.0 33 29 24 20 15 10 HP HWR Zonal Control Adjustment 5 3 10 8 7 6 4 3 3 No Cooling System Installed POU .Stories Duct Efficiency [0.78] Effective SE or - [0.7216.6] HSPF [0.56/5.15) One -5 -4 -4 -3 -2 -2 Two + 3 3 2 - 2 2 1 Single -Family Oetaehed and k Attached . TYt[ 2 rues Unit Size iso ,12P^' Water ;199 1700 2200 2700 Heater Credit or q to to . to W. Type Type less. 11699 2199 2699 more . SG None 0 t' 0 0.. 0 0 or Solar 12 " 8 . 6 5 4 HP HWR 8 5 4 3 _.3 WSB 5- 3 3 2 2 POU 8 5 4 3 3_ ' SE None -37 -24' -18 -15 -12 Solar -1 .1 -1 0 0 HWR -18 -12 -9 -7 -6 - WSB.. -25 -16 -12 -10 -8 POU -18. _-12 -9 -7 .6 IG None' -_5 -3 -2 -2 -2 Solar 7. 5 4 3 2 POU 3 2 _.. 1 1 1 IE None -28 -19 -14 -11 -9 Solar 8 5 4 3 3 POU -10 3 .5 -4 -3 Multi -Family (individual units) 4.2 4.4 4.6 [61700 S 5.2 Water 699 7001Size 0 0.6 2200 Heater Credit or b b to or Type Type less 1109 1699 2109 more SG None 0 0 0 0 0 or Solar 14 7 5 4 3 HP HWR 9 5 3 2 2 WSB 9 4 3 2 2 POU 9 53 39 2 2 SE None -45 -23 '--15 -11 -9 Solar 2 1 1 0 0 HWR -23' -12 -8 3 -5 WSB -25 -13 -8 4 5 4 4.3 -8 :._.-6 4.7 -5 IG None . - -8 -4 .3 -2 _-2 Solar... 6 3 2 1 1 - POU- . ? 0 0. 0 0 IE None -30 -is _ -10 -8 -4- Solar 18 9 6 4 4 POU -8 -4 .3 -2 -2 - Point System Summary: Climate Zone 11 SCORE CARD Measures 1. Ceiling Insulation .6O or R -v ue [38] U -value [0.030) 2. Wall Insulation ig or R -value( U -value [0.098] 3. Raised Floor Insulation or R -value [ 9] U -value [0.037] 4. Slab Edge Insulation S. Infiltration 6. Glass Heat Loss 7. Shading (Shade Open) a. - North b. East c. South d. West e. - Skylight 8. _.Shading (Shade Closed) a. North b: East c. South d. West e. Skylight 9. Interior Thermal Mass 10. Exterior Wall Mass 11. Heating System Zonal Control? ( Y / N ) 12. Cooling System Zonal Control? ( Y / N ) 13. Water Heating or R -value [O] F2 factor [0.77] Standard Type [double] U -value [0.65) % Toud Glass [ 16) % G SC Eff. % Glass IQ X it .0 X = d X x -. 3 % Glass SC Eff. % Glass X r� X c d X = Q r- 0 X _ X _ - TYPE 1 MASS AREA @ 8 REA Point Scores O 0 Sum 1-0 InteriorN'�as/CFA COND. FLOOR A TYPE 2 MASS AREA _ $ Exterior Wall Masa ND . FLOOR AREA Sum 7 . % X _ %_ SE or HSPF Duct Efficiency [0.78] Effective SE or - [0.7216.6] HSPF [0.56/5.15) f', 9 x 5 . SEER [9.5] Duct Efficiency [0.74) Effective SEER [7.03] 06, Interior Mass/CFA Type ISG] Credit [none] «' . TYt[ 2 rues ` (1. Y.Y2s[• �e.rn.e.e •..21t.b: a TYPE I MASS (VIMC & 4.2. le: exposed slab) 0% 5% 10% 15% 20% 25% 30% 35% 40% 45% 50% 55% 60% 69f. 70% 75% 80% 85% 90% 05% 100% 105% 110% 115% 120% 125` 0% 0 0.2 0.4 0.6 0.6 1.1- 1.3 1.5 1.7 1.9 21 2.3 2.5 2.7 2.9 32 3.4 3.6 3.6 4 4.2 4.4 4.6 4.6 S 5.3 10% 0.2 0.4 0.6 0.8 1 1.2 1A 1.6 1.9 2.1 23 25 2.7 2.9 9.1 •3.3 3.5 3.7 4 4.2 4.4 4.6 4.6 S 5.2 54 2o% 0.3 0.6 0.6 1 1.2 1.4 1.6 1.8 2 2.2 24 27 . 29 3.1 3.3 3.S 3.7 3.9 4.1 4.3 4.5 4.8 5 5.2 5.4 56 30% 0.5 0.7 0.9 1.1 1.4 1.6 1.8 2 22 2.4 26 28 3 32 3.5 3.7 39 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.6 So 40% 0.7 0.9 1.1 1.3 1.5 1.7 1.9 2.2 24 26 2.8 3 3.2 3.4 3.6 3.8 4 4.3 4.5 4.7 4.9 5.1 5.3 55 5.7 5.9 .50% 0.9 1.1 1.3 13 1.7 1.9 21 23 25 27 9 32 3.4 3.5 3.8 4 42 4.4 4.6 4.8 5.1 5.3 5.5 5.7 5.9 6.1 55% 0.9 1.1 1.4 1.6 1.6 2 2.2 24 2.6 28 9 32 3.5 3.7 3.0 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.6 5.8 6 6.2 60% 1 12 1.4 1.7 1.9 21 2.9 2.5 2.7 2.9 3.1 3.3 3.5 3.8 4 4.2 4A 4.6 4.8 S 5.2 S.4 5.6 5.9 6.1 63 65% 1.1 1.3 1.5 1.7 1.9 22 2A 2.6 2.8 3 3.2 3.4 3.6 3.8 4 4.3 43 4.7 4.9 5.1 5.3 55 5.7 5.9 6.1 64 70% 1.2 1.4 1.6 1.6 2 22 25 27 2.9 3.1 3.3 3.5 3.7 3.9 4.1 4.3 4.6 4.8 5 5.2 5.4 5.6 58 6 6.2 64 75% 1.3 1.5 1.7 1.9 21 23 2S 2.7 3 3.2 9.4 3.6 3.8 4 42 4.4 4.6 4.8 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 80% 1.4 1.6 1.8 2 2.2 2.4 26 2.8 3 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.0 S.1 5.4 5.6 5.8 6 6.2 64 66 85Y. 1.4 1.7 1.9 2.1 2.3 2S 2.7 2.9 3.1 3.3 33 3.8 4 4.2 4.4 4.6 4.8 S S.2 54 5.6 5.9 6.1 6.3 65 67 90%' 1.S 1.7 2 2.2 24 26 2.8 3 3.2 3.4 3.6 3.8 4.1 4.3 4.5 4.7 4.9 5.1 53 5.5 5.7 5.9 6.2 6.4 66 60 95% 1.6 1.8 2 22 25 27 22 3.1 33 9.S 3.7 3.9 4.1 4.3 4.6 4.8 5 5.2 5.4 5.6 5.6 6 6.2 6.4 6.7 6.9 100% 1.7 1.9 21 22 25 28 3 3.2 3A 3.6 9.8 4 4.2 4.4 4.6 4.9 S.1 5.3 53 5.7 6.9 6.1 6.9 6.5 6.7 7 105% 1.6 2 2.2 2.4 2.6 28 3 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.4 5.6 5.8 6 6.2 6.4 6.6 68 7 110% 1.9 2.1 2.3 2.S 27 29 3.1 3.3 3.6 3.8 4 42 4.4 4.6 4.8 S 52 5.4 5.7 5.9 6.1 6.3 6.5 6.7 6.9 7.1 115% 2 2.2 2.4 2.6 2.8 3 9.2 9.4 3.6 3.8 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.5 5.7 5.9 6.2 6.4 -6.8 6.8 7 7.2 120% 2 2.3 2.5 2.7 29 3.1 3.3 3.5 3.7 3.9 4.1 4.4 4.6 4.8 S 5.2 SA 5.6 68 6 6.2 6.5 6.7 6.9 7.1 7.3' 125% 2.1 2.3 25 2.8 3 32 9A 3.6 3.8 4 42 4.4 4.6 4.9 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 El 7 7.2 74 Point System Summary: Climate Zone 11 SCORE CARD Measures 1. Ceiling Insulation .6O or R -v ue [38] U -value [0.030) 2. Wall Insulation ig or R -value( U -value [0.098] 3. Raised Floor Insulation or R -value [ 9] U -value [0.037] 4. Slab Edge Insulation S. Infiltration 6. Glass Heat Loss 7. Shading (Shade Open) a. - North b. East c. South d. West e. - Skylight 8. _.Shading (Shade Closed) a. North b: East c. South d. West e. Skylight 9. Interior Thermal Mass 10. Exterior Wall Mass 11. Heating System Zonal Control? ( Y / N ) 12. Cooling System Zonal Control? ( Y / N ) 13. Water Heating or R -value [O] F2 factor [0.77] Standard Type [double] U -value [0.65) % Toud Glass [ 16) % G SC Eff. % Glass IQ X it .0 X = d X x -. 3 % Glass SC Eff. % Glass X r� X c d X = Q r- 0 X _ X _ - TYPE 1 MASS AREA @ 8 REA Point Scores O 0 Sum 1-0 InteriorN'�as/CFA COND. FLOOR A TYPE 2 MASS AREA _ $ Exterior Wall Masa ND . FLOOR AREA Sum 7 . % X _ %_ SE or HSPF Duct Efficiency [0.78] Effective SE or - [0.7216.6] HSPF [0.56/5.15) f', 9 x 5 . SEER [9.5] Duct Efficiency [0.74) Effective SEER [7.03] 06, Type ISG] Credit [none] Point Total. 1 tt i } I i _ N `u r, i zo AP #' PERMIT NAME,' j other Re_=irements �. -s is to 30 Fe If Buil'dina Set ck et - Class A or B roof. - Enclosed eaves if Buildinaetba�k ;'s Lese Thari 1'S Feet ' Choose any 3 of`the :following: - Metal or nodoors ;on aide toward property 1;�i1e with'insuffi'- tient setback - Class A or B roof with enclosed eaves -.Interior'.autamatic.spriiikler system per NEPA 13D ; -Glass area not to exceed 10t of wall area toward property II - line with insufficient setback - Siding from the following list: j Stucco - 3 'coat Hardi-=Board,or Plank- lankMasonry I Masonry Masonry veneer !, Metal Other Butte County Fire Department approved materials [l - j r gaiLure Date Sin 1 Page 3-'. of 3 1 sY\ . a, CDP 'FIRE SAFE REQUIREMENTS AP# PERMIT # NAME Under authority of PRC 4290, the following checked items are required by the Butte,`County Fire Department and are made apart of this permit. These requirementsare minimums and will be superseded by But a Co',uity local regulations which equal or exceed these, standards.: Field. inspections will be made 'by the Butte County ,Building ;Department for° n compliance. _ 12 72.00 Maintenance of Defensible Soa,ce To,ensure continued maintenance of properties in conformance w these p e '.standards and measure' nued avail- s and, to assure`conti continued ,t ability, access and utilization of the defensible space ;prcvided for in: 'these, standards,lannual maintenance must, be, provide for by the .land 'owner. Driveway Standard 1273.02 Surface. All driveway surfaces and structures (bridges, - 1273.07 c Averts and other appairtenant structures which supple- ment the roadway bed or shoulders) shall provide'unob-' structed access to conventional drive vehicles, includ- ing. sedans and fire apparatus weighing up to 40,000 pounds._ [ 1273.03 Grade. Not to exceed 15 percent unless paved, ?,273.04 Driveway Radius [`lZ 1. No roadway shall have a horizontal inside radius of curvature oi`less.'than 50 feet and additionaT'.sur- f ace width of 4 feet shall be.,added to' curves :of 50- 100" feet radius; 2 feet ;to those from 10'`O-200 feet,, `2. The length of vertical curves in .roadways exclusive of gutters, ditches and drainag; *',I ructures designed' to.hold or divert water shall b,e: not less than 100 !, feet..,- [ 1273.05 Turnarounds. If required, will have a. minimum turning } radius of 40 feet from the center of the road, l [ 1273.05 Turnouts. Shall be a minimum of 10 f.:et wide and 30 feet long 'with'a minimum 25 foot taper on .;each end, Ifil 12170.10. Width. All driveways shall provide a. minimum' 10..foot, traffic lane. and unobstructed vertical "clearance of ;LIS feet along' it,zle length. k4A1 COU i� Page 1� yg ggr Q 4bM P .. _.M,«:r+a ., �tiN�."d—.•a,n,..�iw.u�u+.�'.`r"iiw'cr-Y.. , rva. ..rM"".' w" aan."°""`.r ,cam. wr _ ,GT C; C w R TOP- CRMa 2X4 FIR-LARCH #4 SOT CHOA - 2X4 FIR-LARCH #I 3#�� FC X-L L !-Ft fl.29 5.69 So':85 Tn.fJ 21 I_,--3S.sT u tj 'EBS ` 2X4 FIR,-LARCH Standard; BG X-Lt3 L= Q,29` 6,27 1 .00 23,73 3,71 c m L Cot NECtQK-. PLATES MUST-BE INSTALLEE7 lN ACCORDANCE WITH (01 SO 'TU�d C�SO�?t] CHECKED -OR 10 PSF LIVE LO*D. c � - REGUIt1EMENTS- OF` I .C.8-0- REPORT #294¢. � " ALL PLATES itRE EcNTEREt! fWJUFiYT U1?1 ESS QfHEAEjrSt, INDICATED_ ALL TOP' CHORD SFLICeS C1CCURRING BEDKEtt iPANEL P€3INTS ARE `�O BE LVCt�i:iED AT _AP OXi�iATELY v SEE ORWC .3ii & 160 1GOA-F FBR TYR-_ PL'-"E LOCATION -DETAILS. 114. OF PANEL. LERG ft FRGN PA14EL IWIT tM 12')- ANG 7QP' CHORE# $PALL -;BE LATERAL Y L5� CEO' ItI i N Rt3PEr�L CGN C FEU ,POINT' SHG" NOT OCCUR I'4 ;RANEE S- NEXT TO PAN POINT SPLICE. � FEtRLZ1VS SP;iiEi : AT lAKYt ft Ir 247" fl C- CONNEC OR PLATES OESIGNED -FOR. GREEN l MSER PER t-las � _ E FI A}G�R L TTE COItT P1F10ftS i.IiTER1iL 3aTIOk HOLY©" TABLE 8-16 _ t � $FCr�CL {� s G . C . REEjlRF_ _ I ITACei t1IT K ' 2716ct- RAIISL 99AdING fi NOT "REOUTAFO IP a RTCTn rGTf Tur_ - w' 1 .. .. 1 �M-:. '. �,�i 1 � I � x I a' � ` . i f 1 �. � a � i � 1 't i 1. 1_' � + 1' � ,' �I .. "p p l �� ��. i. c ; b , F...., � d r..- � � i. � � i � �.. Y _ '� �. w ,. � � 1 �M-:. '. �,�i Y ` . i f 1 �. E .m it .. "p - ' � , � -. c ; F...., r..- !,, ,. .. 4 __ �. � i � � � F `-- � � _ t -_. � t