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HomeMy WebLinkAbout065-171-026-~° . -------_ - -- -�--�_'- ' ' - '- ---'-------- r- ----' --'---- ` 65-171-26 NIS Woo -rd Ave., 700"E.of Skyway, ' Permit #3352- P,E,M(new sing e family 0-4 1 65-171-2 |S-12- of lot Fir Haven Sub, Magalia � � 2. � . . . | 65-171-26 Magalia . ' � (WILLIAMS, TOM / � � CO TIO |r6465 WOODWARD, MA � /SUN �065-171-026 01-1793 ` ' CONT: KEN BROWN CONST ROOF OVER EXISTING,SUNROOM, U�j NOTES RESIDENTIAL " PERMIT NO.' 065-171-02¢ 99-2562 _WILL-IAMS; sTOMr-,_ 6465**WOODWA-RD, MAGALIA v: CONTR: SELIG CONSTRUCTION SUN ROOM WITH SPA PAD r fi 1 r i I 11 SPECIAL CONDITIONS --]I SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) Signature CHECKED BY V= OK 0 = Not OK - = Not Applicable ' MOBILE HOMES = NoL:Ready Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'tt. / P Nat. or / /"L"ft./ /'LPG MISCELLANEOUS Date 7. Well Clearance & Disconnect 1. 8. Utility Clearance 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails Date Wood Awn.; Posts- Beams- Rftrs.-Con nectors Shthg.-Frg-Bracing Card B-1 Date Card B-1 Date Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 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 Date 8. Gas and Electricity Tagged Date 9. Tie Downs -Type -Installation Cert. Date 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining Date 4. Card B-1 Date Card B-1 Date 5. 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.-Con nectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures-Panelboards- Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ✓ = OK 0 = Not OK - = Not Applicable =Not Ready RESIDENTIAL (; Date FRAMING (Continued) Underfloor (Plans) OK except #'s 46. 1. Zoning -Setbacks -Easements -Flood -Slope 47. 2. Ftg., Main; Soils-Elec. Grnd.-/ r Ftg. Depth 48. 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ r Ftg. Depth 49. 4. Ftg., Porches & Decks; Soils -Steel-/ r Ftg. Depth 50. 5. Stemwalls, Main; Steel-Blockouts-Wrapped 51. 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 52. 6a. Hold Downs and Special Anchors 53. 7. Slab, Steel -Wrapped 54. 8. Piers -Fireplace Fig. -Steel 55. 9. D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test 56. 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 57. 11. Water Pipe; Test -Anchors -Regulator -Service Test 58. 12. Electric Underground 59. 13. Plenums & Ducts; Clearance -Material -Support -Ins. 60. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 61. 15. Access & Ventilation 62. 16. Insulation Date Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Date PLUMBING (Permit) OK except #'s FINAL (Plans) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle Ext. Steps -Door & Sidelight Protection -Landings 18. Water Pipe; Test & Anchor -Nail Protection Smoke Detector 19. D.W.V.; Test Fittings & Anchor -Nail Protection Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Meth. Protection 20. Shower Pan; Test, First Floor -Tub Access Bedroom Exiting 21. Test Tub & Shower, Second Floor -Tub Access G.F.I. & Bath Fixtures & Tub Access -Spa 22. Gas Pipe; Sixe & Anchors Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 71 , Elec. Outlets at Wood Panel, Int. & Ext. ELECTRICAL (Permit) OK except #'s 72. 23. Fixture & Transformer Clearance -Ins. Protection 73. 24. Elec. Receptacles Spacing -Lights & Switches at Doors 74. 25. Size Boxes & No. of Conductors Stapled 75. 26. Romex Installed Close to Edge of Studs & C.J. 76. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 77. 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 78. 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 79. 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral ❑ Yes ❑ No 80. 31. Service -Riser Conductors & Ground Main Disconnect 81. 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 82. 34. Smoke Detector 83. Stucco Brown -Finish Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Water Well, Disconnect, Electrical, Plumbing 35. A.C. Ducts Insulation & Support Exterior Elec. Trim, G.F.I. Receptacle -Underground 36. Vent Fan, Exhaust above insulation Ventilation Throughout House 37. Condensate Drain & Overflow, Size & Grade Glass Protection 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet Corrections from Previous Inspections 39. Attic Access & Platform if Furnace in Attic Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Date 40. Sits Proper Materials & Anchors Card B-1 Date Card B-1 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound Comments at Final: 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 -Rafter 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 -Meth. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71 , Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes 82. Following Instld./Drive ] Yes ❑ No/Walks ] Yes Q No/Planters ❑ Yes J 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: COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION ._...r. 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541�y� M T�NO. (Rev. 102/96) APPLICATION AND PERMIT `f`J U ASSESSOR PARCEL NUMBER 065-171-026 ZONING BUILDINGPERMIT OWNER WILLIAMS, TOM TELEPHONE 87"_137 SO. FT. OCC. BUILDING VALUATION 10— 12,36-6- 6 OWNERS MAULING ADDRESS 6465 6465 WOODWARA PIAGALIA, CA 9595A CONTRACTOR'S NAME TELEPHONE SELIG CONSTRUCTION 1-800' 8F6-5398 CONTRACTORS MAILING ADDRESS 3851 MAR W LANE 7 8 CONSTRUCTION LENDER Fireplace LENDERS MAILING ADDRESS Total Valuation $ 12.3&0.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 144.0C ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 93.0( BUILDINGADDRESS 6465 WOODWARD, MAGALIA Energy Plan Checking Fee $ $ PERMIT FEE $ 25 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 1 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 as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ IDescribe Work: SUN ROOM WITH SPA PAD Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home IS I GI WF @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 LE Main Service 20.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. +�POWER License Class Lic. No. / I I0 4v,;? OWNER -BUILDER DECLARATION I hereby affirm er 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 ZOOM TO as.00 NEW CONST. DWEWNG OCCUCCUP.SO OR ADDNS. ( & ACC. BUDS. 3.5QFT. tNjOttpo�IpT' MULTI -OUTLET 97.50 APPARATUS & SINGLE OUTLET CIR. EX. Occup. OUTLET OR FDCTURES BA2L@''50 L @ .SO Ex. Occu . oFlxu AW o A 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 73.00 PERMIT FEE $ 414-011 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. 9/1 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' cpmpensation insurance carrier and policy number are: Carrier 61,41�,�lriP,ty1�.7�'r.? /ws MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number i(/_!�Zn 5 �Lt (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. �/ � X ( i�_/'.t� /.C� ���1�' " Date /� 15'5ilp Signaturero Applicant - ❑ Owner ❑ Contractor ,Ia'Agent 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 $ occ CONST. TYPE TOTAL FEE $ 300.00 . HAz I FL�6 c PARC Po H Iss This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for whic°fees have been paid. By Date PERMIT EXPIRES ON A/=O/ Z04:0 Deta ReceiptNo. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT NOTES RESIDENTIAL 065-171-026 01-1793 WILLIAMS, TOM 6465 WOODWARD AVE. MAGALIA CONT: KEN BROWN CONST ROOF OVER EXISTING SUNROOM 11 SPECIAL CONDITIONS -1I SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date v Signature CHECKED BY V = OK 4. 0 = Not OK Setbacks -Easements - = Not Applicable MOBILE HOMES = Not Ready 3. Date MOBILE HOME UTILITIES (Plans) OK except #'s Elec.; Receptacles and Lighting, Distance-GFI 1. Zoning Requirements -Setbacks -Easements . Well Clearance 8 Disconnect 2. Soils; Special MH Support Sketch 8. 3. Sewer; Location -Test -Fall -C/O -Concrete MISCELLANEOUS Date DECKS, COVER, % CARPORTS GARAGES (Plans) OK except #'s L3o.oloqjag Requirements -Setbacks -Easements dPl6otings; Soils -Size -Depth -Spacing -Connectors -Steel ecks; Girders and/or Joists -Decking -Bracing -Stairs -Rails Wood Awn.; Posts-Beams-Rftrs.-Con nectors Shthg.-Frg-Bracing -&-Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures r6-rports; Windows -Doors 001�ctric F g.; Sills-Anchors-Studs-Rftrs-Trusses ing; Nailing -Veneer -Stucco -Mesh 5eof; Shthg-Roofing Ext.; Steps -Doors -Landings 42r' Braced Wall Panels Date _, 0 Card B-1 , Date Card B-1 Date Card B-1 Date Card B-1 Date 4. Water; Location -Test -Easement Needed (Sketch) Setbacks -Easements 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 3. 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ PLPG Elec.; Receptacles and Lighting, Distance-GFI 7. Well Clearance 8 Disconnect 6. 8. Utility Clearance Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Date 11. Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Card B-1 Date Card B-1 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test-Demand-Vatve-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 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, COVER, % CARPORTS GARAGES (Plans) OK except #'s L3o.oloqjag Requirements -Setbacks -Easements dPl6otings; Soils -Size -Depth -Spacing -Connectors -Steel ecks; Girders and/or Joists -Decking -Bracing -Stairs -Rails Wood Awn.; Posts-Beams-Rftrs.-Con nectors Shthg.-Frg-Bracing -&-Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures r6-rports; Windows -Doors 001�ctric F g.; Sills-Anchors-Studs-Rftrs-Trusses ing; Nailing -Veneer -Stucco -Mesh 5eof; Shthg-Roofing Ext.; Steps -Doors -Landings 42r' Braced Wall Panels Date _, 0 Card B-1 , Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J = 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.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ f' Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ P' Fig. 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 j 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 Al 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral ❑ Yes O 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 -t 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 Comments at Final: 40. Sills 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 ►ingle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rfir. Ties- Purlin-Roff 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 -Rafter 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. Inf iliration-Walls- Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 17 Yes 82. Following Instld./Drive J Yes J No/Walks J Yes J No/Planters J Yes J 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 8-1 Date Card B-1 Comments at Final: f COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California: 95965 • Telephone (530) 538-7541I�. o. (Rev. 12/96) APPLICATION AND PERMIT 101-I M3 Pa WP ZONING BUILDING PERMIT OWNERTELEPHONE ,m St]. FT. OCC. BUILDING VALUATION . OWNERS MAIUNG ADDRESS £>«46S WDOMM AVE. CA 9"-% CONTRACTOR'S NAME TELEPHONE p73 -M , CONTRACTORS MAILING ADDRESS P O.. Bax M8.2 CAM% CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 90,00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ • BUILDINGADDRESS 6465 WOOD" AVE. M6 AW Energy Plan Checking Fee $ 9 PERMIT FEE $ • 50 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE gg SF 4�] Duplex ❑ Mobilehome ,❑ Other SPECIFY Each Trap 7.00 Solar or heat um water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other Describe Work: 0M MSI Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service Y00AORLESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9MULTI. (commencing with Section 7000 of Division 3 of the Business and Professions Code, ( g ) and my license is in 01 force and effect. " License License Class Lic. No. •�' t \\\ '))3��V// 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 A TO 46.00 Main Service WLLING NEW CONST. DWEECU OCCUP. SO OR ADDNS. ( e ACC. BMS.3.5¢FT. NEW CONST. OUTLET NON-RESID. 97.50 POWER APPARATUS 8 SINGLE OUTLET CR. E7(, OCCU . OUTLET OR FIXTURES j 20 @ ' SAL @ .50 Ex. Occup..OUTLEDTS AES ) EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 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 - k MECHANICAL PERMIT Filing Fee 20.00 Heating Coolin Hood - 6.50 Ventilation PERMIT FEI= $ u 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' mp,�nsation provisions of section 3700 of the Labor Code, I shall fo with . Om ly wi 1h tirt se p. ovisions. j �^9 �` ! — 7-0— 0 X Date Signature o Applicant - ❑' .Owner ❑ Contractor ❑ Agent An OSHA permit is required for exca)ations 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. $1f 8,-5O HAz. D FEEg IMP FLOOD CDF I PARCEL I PO HD ISSU This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above fo whi h fees have been paid. By Dae 249 PERMIT EXPIRES O 7 Date Receipt No. J.Uxz! WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT t COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California" 95965 • Telephone (530) 538-7541� �� ���0. (Rev. 12/96) APPLICATION AND PERMIT o OrN2 lir 1 Lb ZONING BUILDING PERMIT OWNER TOM WILLIAMS TELEPHONE 873-1376 SO. FT. OCC. BUILDING VALUATION — 00 OWNER'S MAILING ADDRESS 6465 WOODWARD AVE. MAGALIA CA 95954 CONTRACTOR'S NAME I�1 DROWN CONST. TELEPHONE 873-1215 CONTRACTORS MAILING ADDRESS P.O.-Box 708 , MAGALTA, CA 95954 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation s6,500 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 90.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 58.50 BUILDING ADDRESS 6465 WOODWARD AVE. MAGALIA Energy Plan Checking Fee $ $ PERMIT FEE S - LOT NO. SUBDNISIONSNAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF Y] 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 ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other IN Describe Work: ROOF OVER EXISTING SUNROOM Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W1 920.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 Main Service eoOA OR LESS 2oooR 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 orce and effect. [ l Q (A� License Class Lic. No. �"1 Q -1 \�O A 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 46.00 NEW CONST. DWELLING OCCUR . SILDSS. O ADDNS.. ( s 3.50FT. NONRESIDCONS. MUALT�i @7.50 POWER APPARATUS 8 BINDLE OUTLET CIR. Ex. Occup. OUTLET ORFixrUREs 20 @ 1.00 BAL 50 Ex. Occup.DFlUr�itis RM .oma 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE t 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 ` 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' compens 'on laws of California, and agree that if I should become subject to the workers' m ns tion provisions of section 3700 of the Labor Code, I shall o with om I I h se ions. f X Date �0/ Signature o Applicant - n ❑Contractor ❑Agent An OSHA permit is required for excedations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FES S Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $168.50 LAZ. D. FEES IMP FLOOD CDF PARC0. PD HD 5S This permit is hereby issued under the of the Butte County Code and/or indicated abovef wh' h fees have By PERMIT EXPIRES O applicable provisions Resolutions to do work been paid. Dae 2D ZC> Dale Receipt No. 11M.55 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 0 Louun 1 Y vF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 (Rev. 12/96) PerhNO. APPLICATION ANDPRERMIT EL S AsBesSORPARCNUMBER 5- I�/� nOMW BUILDING PERMIT v'I OWNER —7-0 OWNER? MIUUNG ADDIIl9R CONSTRUCTION LE►AER UENDER'S MAR/iG ADDRESS ARCHITECT OR ENGINEER ARCHITECT OR ENOWEER'S MAIUNG ADDRESS SUIIDIHO ADORESS i i /i —i �3-l37� sa. FT. z3 ia�s NO. LOT NO. luem ICMONA a .....-. ..._ I USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other New ❑ Addition ❑ Describe Work: TYPE OF WORK ❑ UUM88 ❑ Installation O Other ❑ *PERMIT FEE PAID SRA SHERIFF OTHER AMOVNT RECEIVED Total Valuation Is Filing Fee S Permit Fee S Plan Checkin Fee $ Energy Plan Checking Fee E S PERMIT FEE $ PLUMBING PERMIT Each Trap Solar or heat pump water heater Water Aping Each as water heater or vent Gas piping system 1 - 5 ou Mobile Home PERMIT FEE 1 $ 20.00 •utng Fee 20.00 7.00 23.00 1 15.00 15.00 15.00 Q?20.00 PERMIT FEE S MECHANICAL PERMIT Fling Fee 20.00 Q Hestia Cooling Hood 8. Ventilation PERMIT FEI: $ Mobile Home Installation Fee $ Energy Inspection Fee $ I «c co►sT. TYPE TOTAL FEE _ �- . O. fEEB IMF RDOG COF ARCEL PO MD ISSUE This permit is hereby Issued under the applicable provisions .__ of the Butte County Code and/or Resolutions to do work *RECEIPT NUMB ( Indicated above for which fees have been paid. ER * TO BE PVT INTO COMPUTER By PERMIT EXPIRES ON Date ELECTRICAL PERMIT Filn Fee 20.00 Main Service "00A OR LESS 23.00 Main Service 200A TO I000A 48.00 NEW CONST. ORAD DNS. OWELLM OCCUP. i ACC. OLDS.NEW NON. ESIO. MuLTI•ourLET Q7.50 POWER APPAfLLTUS i SMOLE O CIR. 1 Ex. OCCU OVn.ET OR FDMJRE13FOM I•� so 1 Ex. OCCU OR I OUTLETS S ESI. oLmtTs Eslo. 5.00 I Tempora Service 23.00 Mobile Home F (ties 20.00 Mise. Wiring23.00 PERMIT FEE S MECHANICAL PERMIT Fling Fee 20.00 Q Hestia Cooling Hood 8. Ventilation PERMIT FEI: $ Mobile Home Installation Fee $ Energy Inspection Fee $ I «c co►sT. TYPE TOTAL FEE _ �- . O. fEEB IMF RDOG COF ARCEL PO MD ISSUE This permit is hereby Issued under the applicable provisions .__ of the Butte County Code and/or Resolutions to do work *RECEIPT NUMB ( Indicated above for which fees have been paid. ER * TO BE PVT INTO COMPUTER By PERMIT EXPIRES ON Date COUNTY OF BUTTE - DEPARTMENT OF DEVEI,.OPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: (S ASSESSOR PARC' ER: Proposed Building Use: Building Inspector:Date: At time of permit application, I was advised h ollowmi data must7b ed prior to permit processing and/or issuance: 1?_Vofi? Date Received By W. All items have been submitted .------------------------------------------------------------------------------------- Ydf plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ t4. ►plete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- ngineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- �gmeered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ U Q., Energy Design Compliance and supporting documentation. ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ---- �,, ❑ 8. Hazardous Material Form. ------------------------------------- - 119. Manufactured Home data and installation instructions including Tie Down Specifications. ❑ 10. Fees of $ ❑ 11. Impact fees as shown on the attached schedule. ------- ❑ 12. California Department of Forestry plan approval/fees. ❑ 13. Flood elevation certificate. ------------------------------- ❑ 14. Sanitation and plot plan approval Health Department. ❑ 15. City of Chico plumbing permit. --------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ❑ 17. Planning approval for (A) Use: (B) Parking: ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------- ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). -2 ------------------- 020. Pre -inspection for required. Request to Building Inspector on 021. Contractor's license information. (Number, Name Style, Classification). ----------------------------- 022. Workers' Compensation carrier and policy number. --------------------- 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). 024. Letter of signature authorization. ------------------------------------------ ❑ 25. Recorded copy of Agricultural Acknowledgment Statement. ----------- ❑ 26. Letter of intent on building use. -------------------------------------------- 027. Manufactured Home utility clearance. ------------------------------------- 028. Existing violations and/or expired permits. ------------------------------- 029. 0433 A, ❑Grant Deed, ❑ M.H.. Title, ❑ Check to H.C.D $ 030. Other: en you 1e-perqu*t,-,_prpce§s; as follows ElMail to owner, G1] elephone and hold for pickup at with inspector. Applicant:Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Buildin vi on counter, by Ddte: 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. "+1 (Date) 7/15/01 BLDG. DEPT. KEN BROWN CONSTRUCTION OROVILLE POB 708, MAGALIA, 95954 14559 SKYWAY, MAGALIA 873-1215 LIC #: 439430-B LIAR: ZURICH INS M000917690-001-00001 W.C.: FARMERS INS. 01KR-0024-298 ATTN: PLAN CHECKER PICTURE ATTACHED TWO YEARS AGO, THE ENGINEERED SOLAR ROOM THAT WAS INSTALLED BEHIND THE WILLIAMS HOME SUFFERED SEVERE DAMAGE IN THE HEAVY SNOWS OF LAST WINTER. THE STRUCTURAL ROOFING PANELS DEFLECTED TO THE POINT THAT THEY NO LONGER HAVE ANY STRUCTURAL STRENGTH -- THEY ARE BENT. I PROPOSE TO ERECT A WOOD FRAMED COVER OVER THE TOP OF THE SOLAR ROOM PER THE ATTACHED PLANS. IDEALLY, I WOULD LIKE TO USE THE EXISTING CONCRETE SLAB ' FLOOR OF THE SOLAR ROOM AS THE FOUNDATION FOR THE POSTS RATHER THAN TRYING TO C-UT-THRU-THECONCRETE TO DIG A SMALL FOOTING. THE CONCRETE I -S= -ABOUT 5" OR MORET CIH K IN THIS AREA' AND I HAVE NO ROOM TO GET A'FULL SIZED CONCRETE CUTTING MACHINE INTO THE AREA DUE TO THE WALL OF THE SOLAR ROOM BEING RIGHT THERE. 'SEE ENCLOSED PICTURE. I WOULD LIKE TO USE 1/2" DRILLED HOLES INTO THE CONCRETE, EPDXY 1/2" THREADED ROD INTO THE CONCRETE AND 4X4 POST ANCHORS WITH A 1" LIFT OFF THE CONCRETE. KEN BROWN CONSTRUCTION. C> o ri , 873. 137(,4 —1 i j -I ff 7 f .. 1 t , � f KEN BROWN CONSTRU 14559 Skyway Mailing Address _ f R 0. Box 708 I Magalia, CA 95954 Ph. (53 73-1215 woo�j wpwb ._1 CTION JA �- - ---�-- - ^- �• --i- - - - 17, W CTI _ i.=--- L_ '_ l_ .- ■■.. _ 1 HOZ - - - - - - -► 00`i"� i .t-_ __-�_-----;-- - - - (F) LT rJ - - •- 1,0' �vS� WJTTE COLO M- KEN BROWN C NSTRUCTION 14559 Skyway Mailing Address APPR ° P. O. Box f� Magalia, CA 95 95954 Ph. (530) 873-1215 40 tZODY. y "b pui "(-v �-:� KEN BROWN, CONSTRUCTION 14559 Skyway . Mailing Address ..4.-P-Q--Bpx708,, Magalia, CA 95954 Ph. (530)'87 ' 1 215 '�A� Ili/to 'Ile ING?U©Fpq/V 41,00 KEN BROWN CONSTRUCTION 14559 Skyway Mailing Address P.O. Box 708 - - •_ Magalia, CA 95954 Ph. (530) 873-1215 + ! f 1 9 01 I a' c 1 � 1 f � I I f KEN BROWN CONSTRUCTION ff 14559 Skyway Mailing Address' _ P. O. Box 708 Magalia, CA 95954'---� - I , Ph. (530)873-12-15' , to { i I 1• I- i � � � 1 � r V i r 1 1 1 1 1 1 I� ► ��l l i .; s F o_ r . I t r S KEN BROWN CONSTRUCTION ff 14559 Skyway Mailing Address' _ P. O. Box 708 Magalia, CA 95954'---� - I , Ph. (530)873-12-15' , to { i I 1• I- i � � � 1 � r V i r 1 1 1 1 1 1 I� ► ��l l i .; s N()K-Tp (::71 s,I/ip'—,IT' IL -- - , - . ---�'^ Co `��`�`'' � � �� ►� l res_- , - _ - _-- - , ----T- a �� ism �� Pc��,.... � ^ ►—; ___,._ I - � b� . .usesIr Xt LA 1tUTTE i 'PR KEN BROWN CONSTRUCTION ~ + 14559 Skyway Mailing Address P. O. Box 708 Magalia, CA 95954 Ph. (530) -1215 I - � OR . LONGFELLOW LUMBER CO. INC. ■ Quality Truss Design ■ Roof & Floor Systems (800) 678-0112 (530). 893-0112 •FAX (530) 893-0140 89 Loren Avenue Chico, CA 95928-7434 Customer: 16: J �r2or�i� 97 3 - / 21 S Address: MA&AL, AP#: Job No: /i►// L�iA M 5 — 4""- C S Alpine Engineered -Pr Ilk9cc9u Christian W. Cha. DEPARIMW- " 8351 Rovana Circ _. Sacramento, CA 958242PPROVED (916) 387-0116 �'' UU�r �� `` APPROVED INSPECTION AGENCY Timber Products Inspection, Inc. P.O. Box 20455 Portland, OR 97220 (503) 254-0204 L,ONGFELLOW LUMBER CO. INC. Quality Truss Design • Roof & Floor Systems (800) 678-0112 (530) 893-0112 . FAX (530) 893-0140 89 Loren Avenue Chico, CA 95928-7434 Important Information for User's of -Wood Trusses Longfellow's goal is to supply superior quality trusses. Sensible truss designs, the best available lumber and exacting Workmanship are the key ingredients of our quality control program. (Once trusses arrive at the job site, quality. control becomes the responsibility of the builder) For best results we suggest: DO'S DON'TS ❑ Do review your field copy of truss engineering for important bracing, ❑ Do Not cut, notch or drill chords or webs of trusses. bearing and connection details. (Exceptions will be clearly marked on engineered drawings.) ❑ Do review the HIB -91 Summary Sheet's recommendations for handling, installing and bracing of wood trusses. ❑ Do Install roof sheathing ASAP. Trusses hold their profiles best when they have been plumbed and braced with roof sheathing. Especially in hot weather, we recommend sheathing be applied over as much of the building as possible before installing outriggers and gable -end siding. ❑ Do Inspect trusses for missing plates or broken lumber. Report defects to Longfellow immediately. ❑ Do secure tails with fascia board. In recent years, the production of lumber from second -growth timber has resulted 'in an increased tendency for unrestrained tails to twist. We recommend a sub -fascia be installed behind gutters. ❑ Do call Longfellow if you have questions or need additional • information. ❑ Do Not cut or remove plates. ❑ Do Not overload single or groups of trusses with plywood, roofing, tools or other construction materials. ❑ Do Not make field repairs without written approval from Longfellow Lumber Co. ❑ Do Not load HVAC units, solar equipment,. fire sprinklers, etc. on trusses unless truss engineering has been designed to accomodate the specific point loads. BEEFOiRE INSTALLING: Make certain'truss sequences aInd end -for -end orientation 'are correct. .a GA8LE END DETAIL STRCNGBACK (NAIL TO LEDGE( (BRACED AT 55' LEDGER (NAIL TO VERTICAL W/2 -10d NAILS) (K) SPACING F01 REFER TO S. PRODUCT AT A35 IN FI I THIS OWG PREPARED FROM COMPUFER INPUT (LOADS b DIMENSIONS) SUBMITTED BY TRUSS MFR. (Si > (H) 2x4 F.L. OR M.F. 12 OR I-- / BIP, SIP.DNGOACK BRACE \SI )\ hi� ` (PI) PEAK RATE TO MATCH COMMON TRUSSES. (SI) SPLICE PLATE TO MATCH COMMON TRUSSES. (HI) FEEL PLATE 10 MATCH COMMON TRUSSES. (0) OPTION TO WEB PLATING: USE (3)-2' WIRE STAPLES (0.072 OIA./15 GA.) 1DENAILED THRU CHORD INTO WEB 6 TIIRU WEB INTO CHORD DN ONE FACE FOR A TOTAL OF 6 STAPLES. (PI). (SI) 6 (HI) MUST BE PLATED. (G) GABLE END DESIGN BASED ON 75KPH WIND LOAD, EXPOSURE 'B' AT 0-25 FT. MEAN HE IGHT. :. I IalNLAJALF BRACED AT 55' O.C. (C) IX4 CONTR11011S LAIEPAL BPACIIIG FOP BRACE ( STRIFIGOACY. ) MEMBER, LONGER THAN 72'. ATTACH AT MIOPUINT CIF EACH GRACE W/2-Od CCOh[01 NAILS. 24' MAX "�' / GABLE ENO 111TTF NOTE: CHORDS TO BE 2X4 FIR -LARCH 12 Mill. NOTE: THIS DETAIL MAY BE USED FOR TRUSSES WITH PITCHED O.C. ALSO. PLATE MAX, WEB LENGTH IX3, 2-B-0 2X4+ 8-1-0 3X0 13-6-0 OUTLOOKER OLITLOOKER CRITERIA 3.5' MAX. IYP. 1101[11 B 24' O.C. 1.51 MAX. 12' MIN 24' MAX 2X4 F.L. LUMBER GRADES MAX. LENGTH WITHGUT BRACING (N t MAX. LENGTH W/ STRONGBACK BRACE (S) STAIOAF.O 5 -II -0 II -10-0 STUD 6-7-0 13-2-0 13 6-7-0 13-2-0 12 7-9-0 15-6-0 11 7-9-0 15-6-0 It 6 BETTER. 7-9-0 15-6-0 SS 7-9-0 15-6-0 PLT TYP. Wave TPI -95\R Design Criteria: TPI -95 STD r �' O O O O O T �� E, ALPINE, 1\I 1� O OINSIITUIE. O O ••WARNING•• TRUSS[$ REQUIRE (KIRIN( CARE IN FABRICAIIGN, HANDLING, SHIPPING, INSTALLING AND BRACING. R(FEN 10 HIB•PI ("AROUND INITA111NG ANO BRACINO), PUBIISHCO BY IPI (I0. USS ►l AI( TBS O'ONOF IO DN., SUI.[ f00, MAOI SON, NI f)11R), F00. SAFELY PRACTICES PRIOR 10 /[0.FO0.MIR0 IN[f( FUNCTIONS. UNLESS GINERNIS( INDICATED. TOP CHORD SHALL HAVE PROP14LY ATTACHED SIRUCTUAAL PANELS. BOf IOM CHORD SHAH HAY( A PROPERLY ATTACHED RIGID CIELING. -.IMPORTANT--FURNISH A COPY OF THIS DESIGN 10 INE INSTALLATION CONTRACTOR. ALPINE ENGINEER PRODUCTS. INC. SNAIL N0I B[ RC SPONSIBL[ F00. ANY 0[11AIION iROM THIS DESIGN; AMY FAILURE 0 BU110 IN[ l0.USSEf IN CONF O0.MARCf Nliq 1►1: OR FAB0. IC AIINO. NANOLING. SH'PPING. IM SIALIA110N o t`� ` [� �/ �'9� Q W ••• ~� �O y� Z ` No. T C TC BC BC L L OL' DL L L 3 0 . tPj 15. 0 P S iaY D • E R 9 9 2 - p , pHW O J' 9 / 9 8 _ I ' 19-11 0 �11�111L� 1 \ O O Q BRACING OF IRUfSES' IHIS DESIGN CONFORMS NI1N APPl1CA.11 PR011SIONS OF NDS (NATIONAL DESIGN SP(CIFICAICTOR SION F$UBLISHED BV IH( AMC0.ICAN FOREST AND PAPER ASSOCIATION) AND IPI. ALPINE CONNTRUSS EACHCFACf OF TRUSSMAC. AND UNlESSOF IOGA 101NfRYISIM A663 'IOCAIED ON1 GALT. (IIIS(0(SICMXCEPT ASPOSII/ON CONMCCIOR$. APPLY EPTpRS 10 "RAVINOf 170, Ifo AND LBO A -F. AN fRGIN((N*1 SEAL ON THIS D0. AM IND APPLIES ONLY 10 111[ Df SIGN OF INE TRUSS I'D N[R1 ANO SHALL R01 B[ RELIED U►ON IN AMT OTHER YAY. �' p ��9rF CTViL Ot�\\� OF C A1.�F T 0 T . L D . 50"? 't4 F E QN - 25458 DI)R.FAC. 1.15 FROM PBC S PA C I NG O O 19 0 .a .a w w c� z O a T 0 r -I 00 M co rn ac C w Cl) —4 O CID t` O IPIILLU/14-bKULNI4 / WILLIAM-L.UNFMKJ - A-1 LUP114 TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 110 PSF BC LIVE LOAD PER UBC 6!4X4= ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC @ 24.00" OC, BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W4X4 (A2) = 614X4 (A2) T= 1 V•J L,1 -4-0y L<1-4,C0LE*7: I 8-6-8 I 8-6-8EE J PAI 17-1-0 Over 2 Supports DEAM R=984 41=3.5" R=984 4l=3.5OVE'pon r PLT TYP. Wave TPI -95 R Design Criteria: TPI STD UB Longfellow Lumber "NAR WING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANOL I INS. SHIPPING. INSTALLING AND 89 Laren Avenue, Chico CA 95928 BRACING. REFER TO 1116-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFR IO DR., SO I TE 200, HAD ISON . 111 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PAN( LS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGIIIEEREO PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 0: BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND ALPINE BRAC]UG OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SP EC F] ATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATL011) AND TPI. ALPINE CO 1111 CTORS ARE MADE OF 20GA ASTM A653 GR<D GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO # • EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-2 . THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpine En IT ed Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS SacfemZCA 95828 COMPONENT FOR AIIY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECT 1011 2. W, Jul -16 2001 CIV11- P OF CAIJf CA/ -/1/-/-/-/F TC LL 33.5 PSF TC DL 10.0 PSF BC DL 7.0 PSF BC LL 0.0 PSF TOT.LD. 50.5 PSF DUR.FAC. 1.15 SPACING 24.0" Scale =.37511/Ft. REF R427--41176 DATE 07/16/01 DRV! CAUSR427 01197029 CA -ENG LVT/GWH SEON - 43127 FROM ED This safety alert symbol is used to attract your attention! PERSONAL SAFETY IS INVOLVED! When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. ACAUTION: A CAUTION identifies safe operating practices or indicates unsafe conditions that could result in personal injury or damage to structures. HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES ° Itis the responsibility of the installertbuilder building contractor. licensed contractor erectoror erection contractor) to properly receive. unload, store. handle, install and brace metal plate connected wood trusses to protect life and propeaX. The installer must exercise the same high degree of safety awareness as with any other structural material. TPI does not intend these recommendations to be interpreted as superior to the project Architect's or Engineer's design specification for handling, installing and bracing wood trusses for a particular roof or floor. These recommendations are based upon the collective experience of leading technical personnel in the wood CAUTION: The builder, building contractor, licensed contractor, erector orerection contractor is advised Ato obtain and read the entire booklet "Commentary and Recommendations for Handling, Installing & Bracing Metal Plate Connected Wood Trusses, HIB - 91" from the Truss Plate Institute. DANGER: A DANGER designates a condition Awhere failure to follow instructions or heed wam- ` ing will most likely result in serious personal injury or death or damage to structures. AWARNING: A WARNING describes a condition where failure to follow instructions could result in severe personal injury or damage to structures. O TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608)833-5900 truss industry, but must, due to the nature of responsibilities involved, be presented as a guide forthe use of a qualified building designer or installer. Thus, the Truss Plate Institute, Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommendations and information contained herein by building designers, installers, and others. Copyright © by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form without written permission of the publisher. Printed in the United States of America. CAUTION: All temporary bracing should be no less than 2x4 grade marked lumber. All connections should be made with minimum of 2-16d nails. All trusses assumed 2' on -center or less. All multi -ply trusses should be connected together in accor- dance with design drawings prior to installation. ,s.TRUSS `STORAGE' ?: CAUTION: Trusses should not be unloaded on rough terrain or un- even surfaces which could cause damage to the truss. ACAUTION: Trusses stored horizontally should be supported on blocking to prevent excessive lateral bending and lessen moisture gain. WARNING: Do not break banding until installation A begins. Care should be exercised in banding re- Jto avoid shifting of individual trusses. JA WARNING: Do not lift bundled trusses by the bands. Do not use damaged trusses. JA CAUTION: Trusses stored vertically should be braced to prevent toppling or tipping. ADANGER: Do not store bundles upright unless properly braced. Do not break bands until bundles are placed in a stable horizontal position. ADANGER: Walking on trusses which are lying flat is extremely dangerous and should be.'strictly prohibited. Frame 1 nr - nem-nr arr - spruce-rine-r1r 04 ry 0 eC Diagonal brace \ also required on end verticals. Top chords that are laterally braced can buckle togetherand cause collapse if there is no diago- _ nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins ?q• are attached to the topside of the top chord. ��@g8 PLUMB i i Truss Depth D(in) i 12 3 � or e• greater 6 a � All lateral braces lapped at least 2 trusses. Continuous Top Chord Lateral Brace -� Required 10' or Greater -450 Attachment Required WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A I Lesser of D/50 or 2" Maximum - Plumb Misplacement Line 12" 1 1/4" 1 1' 24" 1 2" 1 Milli 36" TOP:CHORD DIAGONAL BRACE: 48" MINIMUM LATERAL BRACE SPACING (DBS) SPAN PITCH SPACING(LBS) [# trusses) . SP.: DF SPF HF': U to 24' 3/12 8' 17 12 Over 24'- 42' 3/12 1 7' 10 6 Over 42' - 54' 3/12 1 6' 6 4 Over 54' See a registered professional engineer nr - nem-nr arr - spruce-rine-r1r 04 ry 0 eC Diagonal brace \ also required on end verticals. Top chords that are laterally braced can buckle togetherand cause collapse if there is no diago- _ nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins ?q• are attached to the topside of the top chord. ��@g8 PLUMB i i Truss Depth D(in) i 12 3 � or e• greater 6 a � All lateral braces lapped at least 2 trusses. Continuous Top Chord Lateral Brace -� Required 10' or Greater -450 Attachment Required WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A I Lesser of D/50 or 2" Maximum - Plumb Misplacement Line 12" 1 1/4" 1 1' 24" 1 2" 1 2 36" 3/4" 3' 48" 1" 4 60" 1-1/4" 5' 96" 2" 8' 108" 2" 9' L(in) L(in) U200 , L(ft) 50" 1 4" 4.2' 100" 1/2" 8.3' 150" 3/4" 12.5' L(in) Lesser of U200 or 2" OUT -OF -PLUMB INSTALLATION TOLERANCES. OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no circumstances should A WARNING: Do not cut trusses. A construction loads of any description be placed on unbraced trusses. Frame 6 200" 1" 16.7' 250" 1-1/4" 20.8' 300" 1-1/2" 25.0' OUT -OF -PLUMB INSTALLATION TOLERANCES. OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no circumstances should A WARNING: Do not cut trusses. A construction loads of any description be placed on unbraced trusses. Frame 6 AWARNING: Do not attach cables, chains, or hooks to the web members. so° so° or less or less Tag Approximately Approximately Tag Line '/2 truss length '/2 truss length \ Line Truss spans less than 30'. Liftil Spreader Bar Toe In Approximately '/z to Y3 truss length I Less than or equal to 60' Spreader Bar Toe In c, 1AWARNING: Do not lift singletrusses with spans greater than 30' by the peak. r11CAL 4TION; '. the truss top chord with a closed-Ic attachment utilizing materials such slings, chains, cables, nylon strappii Toe In etc. of sufficient strength to carry ; weight of the truss. Each truss should set in proper position per the build designer's framing plan and held N the lifting device until the ends of truss are securely fastened and teml rary bracing is installed. Tag Line - Toe In Approximately i '/z to Y3 truss length Less than or equal to 60' Tag Line I At or above mid -height Tag Tag Line Line Typical horizontal tie member with multiple stakes (HT) CAUTION: Ground bracing required for all installations. Frame 2 'Truss of braced oup of trusses (EB) CAUTION: Temporary bracing shown in this summary sheet is adequate for the installation of Atrusses with similar configurations. Consult a registered professional engineer If a different bracing arrangement is dgsired. The engineer may design bracing in accordance with TPI's Recommended Design Specification for Temporary Bracing of Metal Plate Connected Wood Trusses, DSB-89, and in some cases determine that a wider spacing is possible. Typical horizontal tie member with multiple stakes (HT) CAUTION: Ground bracing required for all installations. Frame 2 'Truss of braced oup of trusses (EB) DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir $ lb Q10 L/ The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. 2x4/2x6 PARALLEL : TOP CHORD . TOP CHORD DIAGONAL BRACE MINIMUM LATERAL BRACE 1SPACING (DBS SPAN DEPTH SPACING(LBs) #trusses ... Required SP/DF.; SPF/H, F.. i U to 32' 30" 8' 16 10 Over 32'- 48' 42" 6' 6 4 Over 48' - 60' 48" 5' 4 2 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir $ lb Q10 L/ The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. All lateral f braces lapped / at least two trusses.\ End diagonals are essential for stability and must be duplicated on both ends of the truss system. =45° WARNING: Failure to follow these recommendations could result in a severe personal injury or damage to trusses or buildings. End diagonals are essential fo stability and must be duplicate both ends of the truss system. fs °Q (08s1 Tresses Frame 5 ® ess o�\ 30" or greater Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. 2x4/2x6 PARALLEL : Continuous CHORD TRUSS Top Chord Lateral Brac Required Top chords that are laterally braced can buckle togetherand cause collapse if there is no diago- 10° nal bracing. Diagonal bracing should be nailed tot he underside of the top chord when purlins are attached to the topside of the lop chord. Attachmer Required 20'(I)a f ° Tr SPF/H�?�o.c, All lateral f braces lapped / at least two trusses.\ End diagonals are essential for stability and must be duplicated on both ends of the truss system. =45° WARNING: Failure to follow these recommendations could result in a severe personal injury or damage to trusses or buildings. End diagonals are essential fo stability and must be duplicate both ends of the truss system. fs °Q (08s1 Tresses Frame 5 ® ess o�\ 30" or greater Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. 12 4 or greater l Top chords ri.-3 are Iatera:N baceftan buckle together end �vusecollapse•Ffiere enodiago- nalbracieg. ) agonalbran -ihl.ehou-d be nailed to the un.leraMe of the tae -Lord when purline n are attacaed 1- the topsl4tzd :he top chord. DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce-Pine-Fii Continuous Top Chord All lateral braces Lateral Brace lapped at least 2 Required —� trusses. yraQt�� togetherandcause collapse ifthere isnodiago- bracing. Diagonal bracing 10' or Greater nal should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. Attachment Required ,A WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Up to 23' 1 2s 1 7' 1 17 1 12 Over 2E'- :12' :a9 6' 9 6 Over 42'- M' 30 5' 5 3 Over 6C' Sm a registered professional engineer DF - Douglas Fir -Lard, SP - Southern Pine HF - Hem -Fa SPF - Spruce -Pine -Fir Continu DuE 'rop Chad Lateral brace �� All lateral braces Required lapped at least 2 trusses. 10' cr Gr:ater Attachmeric Required —' Frame 3 12 M]• acCY ..Y;,a do 00� IVC.\ ey�Q Top chords that are laterally braced can buckle yraQt�� togetherandcause collapse ifthere isnodiago- bracing. Diagonal bracing nal should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. 12 -1 4 or greater DF - Douglas Fir -Larch HF - Hem -Fir Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. SP - Southern Pine SPF - Spruce -Pine -Fir All lateral braces lapped at least 2 trusses. Cross bracing repeated at each end of tFe building and at 20' Intervals. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. US ONLY Plot Plan Attached Floor Plan Attached Sent to B.D. 7 ! v Izecf .- y 646-T7 W Budd CGS- i7l U1-4 Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public ,� Private Well Clearance for her Ale,.-j�V Al o,=j f%� t� ` ,j �� .� Hold final for: Final clearance O.K. for: NOTE: Z4 -0 Environmental Health Specialist Date 8/96 _.t.- in Environmental Hea .Chico, GA_ r ; APPROVED I 4 – Butte County t Environmental Health Date got Signature ( t 1 I 1 'KEN BROWN CONSTRUCTION I I 14559 Skyway 1 Mailing Address - # I ► P. O. Box 708 Magalia, CA 95954 ; ' Ph. (53 73-1215 i i ' 3 _.t.- in Environmental Hea .Chico, GA_ r ; APPROVED I 4 – Butte County t Environmental Health Date got Signature ( t 1 I 1 'KEN BROWN CONSTRUCTION I I 14559 Skyway 1 Mailing Address - # I ► P. O. Box 708 Magalia, CA 95954 ; ' Ph. (53 73-1215 i i ' `I g ca CoQ -r-�,-r- - oOk w' )C, Voc�-;D os -5-_-._ --- ^ + Low ---�---� ++— _ + —T- + -- y i Pauz c�,s;��oxY•�_ T_ I ( r i _ I _4 • --I--- -y_ �CDUC'Cs:_ lu _yi� l.r�ht� _ �01�• 17 -T-v p�?ow poSTS �i� o I _' _ � _� . - -- (E� Al�urc,��•-� �\�� �oo-� _ _ �Cl�hkoeR� l.o Dov o � LLJ } + i > o OVc�b+c 0� .70 uj z KEN BROWN CNSTRUCTION - ��g6 , 14559 Skyway Mailing Address P. O. Box 708 Magalia, CA 95954 Ph. (530) 873-1215 I-viron ental Health J t1 L j1 9 2001 -07 Z _ .. � iC=• �DX Dain ~r ,( .8c`nnmui -a co U) Ln L C 'b 17 z I-viron ental Health J t1 L j1 9 2001 KEN -BROWN CONSTRUCTION 14559 Skyway Mailing Address P. O. Box 708 -- Magalia, CA 95954 Ph. (530) 873-1215 �GJ ' ental Health J L 19 2001 hi cm. CA �► , KEN BROWN CONSTRUCTION 14559 Skyway 1 Mailing Address l P. O: Box 708- - -, Magalia, CA 95954--- - - i _ Ph; (530)873-1215, - - - - -:4-- -y-'- ' - -''T - -�" - -+ - -' - ----•''_'' \-- "!+I , \ _ V tom' L trS - - ` r y I j i t s NOV— L\Y-4o i ---�1�LA , i KE_ N BROWN CONSTRUCTION r 14559 Skyway Mailing Address P. O. Box 708 Magalia, CA 95954 Ph. (530) -1215 KE_ N BROWN CONSTRUCTION r 14559 Skyway Mailing Address P. O. Box 708 Magalia, CA 95954 Ph. (530) -1215 FILE No.289 07/18 '01 16:14 1D:LONGFELLOW LUMBER CO. FAX:630 893 0140 PAGE 5 UT/14Joi 13:34 F" ole 387 lllQ "r#% j[NG4N4SlGAQ a LumuFbLLOW LO U10 al Health 2001 CA uS r �'° m n nn r- � <a .4 to ra �g H nr x T a r t a•� rp A ro � 'an r r: L r F pp _ i-;;-- �tS •~��A M A u a Q i!i...!1 A!;� Li� .,w77.. • N ^�� s, n�Cj y� qp • alsN$C�i �� R�«!�rr:oa�a�97R+; i a B = eZ aNc W ss' uc � rr ��'77w 1;MAVr.'.>.. O r� r. N I AQA�w• •C�Q��N r' 1 5 = r J U L 1 !g i i oph aR.slaE5..R�A N Chico, s leis"•i�j{¢i�� ~�� H>A'�� 'i A r r G FA T V ... ro Y O y x �eae$a; aE�, y, m m oio rn m = o _ <Q t co n n n n a Mrw e e r" _n ry r r r r- > v r O O v O tw.� i • m o z� 7t T T to } 1•f _ e o � � � Q •A yep r. Q ry O V Ld r m 8 r ♦ w ,p D1 r N � al Health 2001 CA FILE No.289 07/18 '01 16:13 ID:LONGFELLOW LUMBER CO. FAX:530 893 0140 PAGE 4 ul g -1 Q m -1�. a o n n r% n T 7C I 3t �r� - f r O O r Y v Yo � � A Ln I .+ 0 O 4n O Y1i 01 0 O O vi v v v -9 Ih 111 N 1/1 W "qm In Im In T �ww61 O�wJO 4wCifl �r0 ,neo r s al- N +� _� w ter. N w nrN X11® 3t �r� - f r ��r y Y Yo A cpIrl {A S v � 1r1 Ifs (JI (11 W � 0 1 O p b o p 0 �v■ �ww61 O�wJO 4wCifl �r0 ,neo r s al- N +� _� w ter. 1.. ��.. X11® 3t �r� - f r ��r y Y Yo �ww61 O�wJO 4wCifl �r0 ,neo r s al- N +� _� w ter. 1.. ��.. 3t �r� all ' f r 6%9 �ww61 O�wJO 4wCifl �r0 ,neo r s nmentai ' JUL 19 Zp Chico, CA x �O Y ill al- N +� _� w ter. 1.. ��.. i} rmf �r� b w ti f r N y Y Yo nmentai ' JUL 19 Zp Chico, CA x �O Y ill Environmental fieauh JUV 1 9 2001 Chico, CA . 7/15/01 BLDG. DEPT. KEN BROWN CONSTRUCTION OROVILLE POB 708, MAGALIA, 95954 14559 SKYWAY, MAGALIA 873-1215 LIC #: 439430-B LIAB: ZURICH INS M000917690-001-00001 W . C .: FARMERS INS. OIKR-0024-298 ATTN: PLAN CHECKER PICTURE'ATTACHED TWO YEARS AGO, THE ENGINEERED SOLAR ROOM THAT WAS INSTALLED BEHIND THE WILLIAMS HOME SUFFERED SEVERE DAMAGE IN THE HEAVY SNOWS OF LAST WINTER. THE STRUCTURAL ROOFING PANELS DEFLECTED TO THE POINT THAT THEY NO LONGER HAVE ANY STRUCTURAL STRENGTH -- THEY ARE BENT. I PROPOSE TO ERECT A WOOD FRAMED COVER OVER THE TOP OF THE SOLAR ROOM PER THE ATTACHED PLANS. IDEALLY, I WOULD LIKE TO USE THE EXISTING CONCRETE SLAB FLOOR OF THE SOLAR ROOM AS THE FOUNDATION FOR THE POSTS RATHER THAN TRYING TO CUT THRU THE CONCRETE TO DIG A SMALL FOOTING. THE CONCRETE IS ABOUT 5" OR MORE THICK IN THIS AREA AND I HAVE NO ROOM TO GET A FULL SIZED CONCRETE CUTTING MACHINE INTO THE AREA DUE TO THE WALL OF THE SOLAR ROOM BEING RIGHT THERE. SEE ENCLOSED PICTURE. I WOULD LIKE TO USE 1/2" DRILLED HOLES INTO THE CONCRETE, EPDXY 1/2" THREADED ROD INTO THE CONCRETE AND 4X4 POST ANCHORS WITH A 1" LIFT OFF THE CONCRETE. KEN BROWN CONSTRUCTION. COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION O 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 ER ITS O. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 065-171-026 ZONING BUILDING PERMIT OWNER WILLIAMS, TOM TELEPHONE 873-1376 SQ. FT. OCC. BUILDING VALUATION , 360 - OWNERS MAILING ADDRESS 6465 WOODWARD MAGALIA CA 95954TELEPHONE CONTRACTOR'S NAME SELIG CONSTRUCTION 1-800 886-5898 CONTRACTOR'S MAILING ADDRESS 3851 MARROW LANE 7 CHICO 95928 CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ 12 360.00 ARCHITECT OR ENGINEER LICENSE NO. —FilingFee $ 20.00 Permit Fee $ 144.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 93.00 BUILDING ADDRESS 6465 WOODWARD, MAGALIA Energy Plan Checking Fee $ $ PERMIT FEE $ 257.00 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 1 20.00 USEOFSTRUCTURE SF CA 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 ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: SUN ROOM WITH SPA PAD Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W @20.00 PERMIT FEE _ ELECTRICAL PERMIT Fling Fee 20.00 Main Service a00OR LESS 2o0A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER License Class LIC. No. 7/,O �� OWNER -BUILDER DECLARATION I hereby affirm der 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 ,000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( 8 ACC. BLDS. S° 3.5¢T, NEW NONCONST. MD. MULTI.OUTLET 97,50 APPARATUS 8 SINGLE OLTRE7 CIR. Ex, Occup. OUTLET OR FIXTURES 20 BAL @ 1.50 Ex. Occup. OFlxuTLEE° A Aa of 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 23.00 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. 9r 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 permitis issued. My workers' compensation insurance carrier and poiic number are: Carrier C'/¢/ X-1z0&,vn i L' lAfS' L'li Policy Number 655 t (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Dat.,g IZ- 91AP Signatur I' ant - ❑ Owner ❑ Contractor s0"Agent An OSHA of A rmit 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 Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 30 .00 HAz Es I C1, I PARWJ PD ss 1111 This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for whic fees have been paid. By Date PERMIT EXPIRES ON ?a Date Receipt No. WHITE-D.D.S.-B.D. 0 CA ARY-ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 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 Jr -, ASSESSOR PARCEL NUMBERAc,�_ •� I + -.D ^ ZOM"0�-T I BUILDING PERMIT OWNER - TOA*w l I n1 S T / J"e / 3%� v _ SQ. FT. i OCC. BUILDING VALUATION - ✓JA — -- 23.6._x------ .. ~ --T- iCONTCONTRACTOR lj��' OWNEf1;F—µAq,INO AOOREg10 ^ W A,16( ` `i� /•r�S _ i9 /,�I' L. ���V y CONT MCTOR'S NAME �[ TELEPHONE ,5 f'L 7 G (f O,j Sy-tl oc fk� nJ g 66 -S8 5 6 RACTORS UNG ADOR SS 3 8 f es/ oW L % CG! Civ "2e _ I -- CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ Z 3 6 d ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ yvf ARCHITECT OR ENGINEERS MAAJNG ADDRESS Plan Checking Fee I $ 9,3 BUILDINGADORESS C, Oct wlm Energy Plan Checking Fee $ �✓G� �� $ PERMIT FEE $ Z 6? LAT NO. SUBONISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF l$/, 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 ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: ,S.J/� �yo�h L✓ 1 rrt S�O(d P/D d Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 LESS Main Service zoOA OR LESS 23.00 v Main Service 200A TO 1000A 46.00 NEW CONST. OWELLOVG OCCUP. 3.5¢Sa OR ADONS. 6 ACC. BIDS. FT. NEW CONS MULTI.OUTLET NON•RESID. @7.50 POWER APPARATUS 6 SINGLE OUTLET CIR. I Ex. Occup. OUTLET OR FDCrURES 20 @^ I'00 BAL .50 4 Ex. Occup. OUEDSA RE�SID�,DFR.k 5.00 Temporary. Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 3 I PERMIT FEE $ 113 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEL: $ Mobile Home Installation Fee $ Energy Inspection Fee I $ occ CONST. TYPE TOTAL FEE $ 3 O'o HAZ. 0. FEES I 141 I FLOOD i COF P*CFY I PO I HD I ISSUE 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 is�Fs'i�-::aa�i.a-�.iy<r.rx:,:�:�r.,;'�' .k,, v`(+,t��`!"�i°►�2r"%��. �¢.r� ��^'lfi8*.•;��'''^i.�a :•-�•,3r COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: OM �ji /A040 J ASSESSOR PARCEL NUMBER: Proposed Building Use: Building Inspector: L Date: 1/-(6- 49'!i 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 -------------------------------------------------------------------------------------- 02. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ ❑ omplete plans, 3/4 sets, signed by,the preparer of plans. ----------------------------------------------------- gineered 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. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- E] 8. --------------------------------------------------------❑8. Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑ 9. Manufactured Home data and installation instructions including Tie Down Specifications ------------------- El10. Fees of $------------------------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule.-------------------------------------------------------- -------- T,T2. California Department of Forestry plan approval/fees. 1113. Flood elevation certificate. --------------------------------/------------------------------------------------------- 4. Sanitation and plot plan approval L' il14 J Health Department. ------------------------------------------ � 15. City of Chico plumbing permit.----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. --------------------------------------------' ❑ 17. Planning approval for (A) Use: (B) Parking: _ __________________________ ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- 1119. ---------------------- ❑19. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- 0 20. Pre -inspection for required Request to Building Inspector on (Date) ❑21. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ 0 22. Workers' Compensation carrier and policy number. ----------------------------------------------------------- ❑23. Owner -Builder Verification (Given to owner ❑, Mailed to owner EI) - ---------------- ______________________ 24. Letter of signature authorization. -------------------------------------------------------------------------------- ❑ 2'5:. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- 426. Letter of intent on building use.----------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits. ------------------------- --=------------------------------------------ ❑29. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ . _______________ ❑30. Other: Xley0hone uissue the permit,process asfollows ❑ Mail to owner, ❑Mail to contractor. � 9 and hold for pickup at C 1Y1 C 0 office. ❑ Deliver with inspector. Applicant: A Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑of i9 Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Di sion counter, by Date: Plans reviewed by: Date: Plans approved by: Date: ,v/o Sets of plans on hold in 0 Plan Cabinet, 0 A.P. folder. Note transfer by: Date: E.H. USE ONLY .mow Plot Plan Attached Floor Plan Anac ad Sant to S.D. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance 465- VrVO'War-r) DSS- /-7/ - oLc Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for —4vre"g. Other AAV -41 ae" Hold final for: Final clearance O.K. for: M " (VOTE: -12- -99 Environmental Health Specialist Date 8/96 PERMIT NO. 1290-82B PERMIT EXPIRES�,�/� OWNER Floyd Becker CONTR. owner 65-171-26 ASSESSOR PARCEL LOCATION 6465 Woodward Dr., lot 401, F.H.Sub, Magalia �i f �t 1.. 1 Temp. Power Pole ` Te Te JC • V = OK O = Not OK — = Not Applicable * = Not Ready MOBILEHOMES MISCELLANEOUS Date MOBILEHOME UTILITIES (Plans) OK except q's Date DEC S, COVERS, CARPORTS, CTC. (Plarls) UP. 3xcept # 1. Zoning Requirements—Setbacks—Easements l . Zonin R Kuirements—Se cks— ements 2. Soils; Special MH Support—Sketchoo ' gs ize—Dsp#-9p;�'C'ing—Connectors 3. Sewer; Location—Test—Fall-C/O—Concrete _ ec , Girders and/or Joists—Decking—Bracing—Stairs—Rails 4. Water; Location—Test—Easement Needed (Sketch) 4 ood Awn.; Posts—Beams—Rftrs.—Connec.—Shthg.—Rfg. -Bracing 5. Electricity; Location—Clearances—Grnd.—/ / Amp—Concrete 5. Alum. Awn.; Columns—Connections-Splice—Decal—Enc.os,.res 6. Gas; Location—Test—Wrap:/ /"L"ft./ /"Nat. or/ /"L"ft./ /"LPG 6. Carports; Windows—Doors 7. Utility Clearance 7. Elec. Card -BI Date Card -BI Date Card -BI Date 'l' Card -BI Date v_ Card -BI Date Date Card -BI Date MOBILEHOME INSTALLATION (Plans) OK except N's 1. Zoning Requirements—Setbacks—Easements Card -BI Date ate Card -BI Date POOLS (Plans) OK except N's 1. Setbacks—Easements 2. Footings; Size—Spacing—Marriage Line 2. Soils; Compaction—Structure Stability 3. Gas; MH Test—Demand—Valve—Connector- 3. Pool Structure; Steel—Connections—Thickness—Dead Men—Lining 4. Electricity; MH Test—Crossovers—Breakers—Clearances 4, Elec.; Receptacles and Lighting; Distances—GFI 5. Drain; MH Test—Fall—Flex Connector 5. Elec.; Pool Lighting; 15 volts—GFI 6. Water; MH Test—Regulator—Connector 6. Elec.; Enclosures; Conduit Entries—Terminals—Listed 7. Water and Sewer Connected—C/0 to Grade—HD Approval 7, Elec.; Bonding; Metal w/5'—Circulating Equipment—Heater 8. Gas and Electricity Tagged 8. Elec.; Grounding; Equip. w/5'—Circulating Equip.—Pool Lghtg. Boxes—Enclosures—Panel boards—Ins. to Main in Conduit 9. Exits; Insp.—Sketch 10. Cert. of Occupancy 9. Health Department Approval 10. Plumb; Cir. Test—Water Supply Test Card B -I Date Card -BI Date Card -BI Date Card -BI Date Card B -I Date Card -BI Date Card -BI Date Card -BI Date = OK = Not OK = Not Applicable RESIDENTIAL�(SingAe and Duplex) = Not Ready Date UNDERFLOOR Plans OK exce t#'s Date FRAMING (Continued) 1. Zoning requirements -Setbacks -Easements 48. Property Line Firewall & Openings 2. Ftg., Main; Soils-Steel-Elec. Grnd.- / /" Ftg. Depth 49. Ext. Doors -One 3' -Check Garage -3rd story, 2 exits 3. Ftg., Garage; Soils -Steel- / /" Ftg. Depth 50. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 4. Fig., Porches & Decks; Soils -Steel- / /" Ftg. Depth 51. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers _ 5. Stemwalls, Main; Steel-Blockouts-Wrapped-Slab 52. Siding -Nailing -Veneer _ 6. Stemwalls, Garage; Steel-Blockouts-Wrapped-Slab 53. Stucco Mesh -Drip Screed-Fdn. Vents-Underflr. Access 7. Piers -Fireplace Ftg.-Steel 54. Glazing Area -Glass Protection -Skylights -Plastic 8. D.W.V.: Fall-Fittings=Test-2 way C/O -Sewer Test 55. Shear Walls; Nailing -Bolts 9. Gas Pipe: Size -Anchors 10. Water Pipe; Test-Anchors-Regulator-Seryice Test _ 11. Electric; Underground 12. Plenums & Ducts; Clearance -Material -Support -Ins. 13. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date FINAL (Plans) OK except #'s 56. Ext. Steps -Door & Sidelight Protection -Landings Card -BI Date _ Date Card -BI Date PLUMBING (Permit) OK except #'s 14. Water Ht.; Vent -Access -Combustion Air 15. Water Pipe; Test & Anchors -Nail Protection 57. Smoke Detector 58, Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 16. D.W.V.; Test-Fttngs & Anchors -Nail Protection 59. Bedroom Exiting 17. Shower Pan; Test, First Floor -Tub Access 60. G.F.I. & Bath Fixtures & Tub Access _ 18. Test Tub & Shower, 2nd Floor -Tub Access 61. Elec. Trim & Subpanel; Breaker Sizes -Labels 19. Gas Pipe; Size & Anchors 62. Stairs & Rails `- - 63. Fireplace or Stove; Clearances -Hearth Card -BI Date Card -BI Date 64. Elec. Outlets at Wood Panel; Int. & Ext. 65. Kit. Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance Card -BI Date Card -BI Date 66, Elec. Outlets & Receptacles at Kit. Counter Date ELECTRICAL Permit OK except #'s 67. Garage Fire Door; Swing -Landing -Closer 68. A.C. Duct in Garage -Damper 20. Fixture & Transformer Clearance -Ins. Protection 69. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection 21. Elec. Receptacles Spacing -Lights &Switches at Doors 70. 71. Plb., Elec. & Mech. Equip. Listed for Location Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 22. Size Boxes & No. of Conductors -Stapled -- 23. Romex Installed Close to Edge of Studs & C.J. 72. Insulation -Foam -Looked in Attic ❑Yes 24. Equip. Ground made up w/Mech. Fasteners -Bond Gas &Water 73. Guard Rails &Deck Construction -Post Caps 25. 2 Appliance Circuits in Kitchen & Conductor Size 74. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes - 26. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or AI _ 27. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al, Insulated Neutral rYes 0 N 75. Following instld.: Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑Yes 0 N 28. Service -Riser Conductors & Ground -Main Disconnect 76. Stucco; Brown -Finish 29. Equip. Clearances; Panels-Motors-Mech. Equip. 77, A.C. Unit; Disconnect-Clrnces-Brkr. & Cond. Size -115V Outlet 30. Clothes Closet Light -Shower Light 78. Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Opngs. 79. Water Well; Disconnect, Electrical, Plumbing _-- 80. Exterior Elec. Trim; G.F.I. Receptacle -Underground Card B-1 Date Card -BI Date 81. 82. Ventilation throughout House Glass Protection Card B -I Date Card -BI Date Date MECHANICAL (Perrr,it) OK except #'s 31. A.C. Ducts: Insulation & Support 83. _ Corrections from Previous Inspections 84. Gas Test -Meters Tagged; Gas -Electric 85. Water & Sewer Connected -C/O to Grade -HD Approval 32. 33. y34. Vent Fan; Exhaust above Insulation Condensate Drain & Overflow; Size & Grade 86. Energy Compliance Certificate -Other Certificates _ Furnace -Vent; Access -Comb. Air -Return Air Vent -115V outlet 35. Attic Access & Platform if Furnace in Attic Card -BI Card -BI Date_ Card -BI Date Date_ Card -BI Date Card -81 Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date FRAMING(Plans) OK except #'s Comments at Final: 36. 37. 38. 3_9. Sills; Proper Material & Anchors _Walls; Studs -Nailing, Spacing & Bracing -Plates -Sound Bearing Walls over Girders & Floor Nailing Draft Stop in Walls (rat proof) _ _ 40. _ Stops; Furred Ceilings -Stairs -Chases -Tub 41. 42. 43. 44. 45. 46. 47. _Fire Header & Beam -Size & Bearing Hangers -Post Caps -Anchors -Connectors Cing. Joist-Rftr. Ties-Purlin-Roof erac.-Truss-Shthng.-Ring. Fireplace Ties or Type A Flue -Fireplace Throat Attic Access; Size_& Romex Protection -Draft Stop -Ins. Baffles Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions _ Garage Fire Protection Framing (NOTE: Anentry must be made each time you visit jobsite) COUNTY OF BUTTE,- DEPARTMENT OF PUBLIC WORKS E MIT No.r, 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4 1 oC .11 APPLICAtION AND PERMIT �SS ESSORARCEL N PMBER pS'^ % -- (p. ZONING BUILDING PERMIT ER �. �Ls�� LEPHow E 7-3-aS? SO. FT. OCC. BUILDING VAL ATI N 2U -ate OWN 'S MA ING A DRESS w onto C16TR'A'fCTTOR'S NAME O AJ TELE ONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN 1 Total Valuation $ 162aC90 Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $,00, (o ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ t Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee 3.ov BUILDING ADDRESS PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Repair drainage or vent piping 5.00 Water piping LOT NO.SUBDIVISION ! NAME SL, PARCEL MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets USE OF STRUCTURE SF' Duplex❑ Mobilehome❑ Other SPECIFY Building sewer Lawn sprinkler system 5.00 TYPE OF WORK New ❑ Addition Remodel ❑ Utilities ❑ Installation[] Other ❑ Describe work: ©p%dy J)'FuL Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100 AMP ORLESS5.00 Main service EA. ADD'L 100 AMP 2.50 NEW CONST. ( DWELLING OCCUP.51 OR ADDNS. ACC. BLDGS. 22 sq ft CONTRACTORS LICENSE LAW I declare under 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. Classification 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) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NNF ON.CONST RESID R BRANCH CIRCTITS 2.50 ea NEW CONSTR. ( POWER APPARATUS eJ NON-RESID. SINGLE OUTLET CIR. . EXOCCUp OUTLETS OR FIXTURES BALM FIXED APLNS, OR Ex. Occup.(P OUTLETS (RESID,) EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 7.50 Permit Fee $ Contractor 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 to 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. MECHANICAL PERMIT FiIirig Fee 10.00 Heating Cooling Hood 3,00 Ventilation Permit Fee S 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 County of 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 against County in consequenc f the granting of this permit. X Date Signature o Applicant — Owner ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over '0" deep and emolition or construct- ion of structures over 3stories in he' ht. Mobile Home Installation Fee $ TOTAL PERMIT FEE oceo=. GROUP T.PE,oF Cq'NST* � N PAac€L PD HD I�E This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECT OF PUBLIC BY P IT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS DateZi--BZ_ Receipt No. ]J 7 S-�0O�75? g<co WHITE-D.P.W., YELLOW -ASSESSOR, NK -INSPECT GOLDENROD- PLICANT 3352-78B,.P,E,M PERMIT NO. PERMIT EXPIRES OWNER Bill DeLancey g,'CONTR. owner P pLOCATION (A.P. 65-171-26 ) NIS Woodtrd Ave., 900'E.of Skyway, SZ of lot 401, Fir Haven Sub, Magalia z ,s ;i 1 r k f • 1 X Temp. Power Pole e Called PG&E Temp. Elea Serv. /0/­ 79 Called PG&E Te �. Gas Serv. Called PG&E i JOB i FINALED / 2• (Dat tt'ion-ature) li' _ . COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS BUILDING INSPECTION RECORD BUILDING BUILDING (Cont'd) PLUMBING Setback -.6--;7 Firewall /.2 -.Z Z Soil Piping Forms -;j - i Parapets 1st Floor Main Bldg. Restroom Finish 2nd Floor Foot in s -5 = � k, Windows 3rd Floor Stemwall Siding V- To out D� ' Slab Roof Sheathing Water Piping 1 -' Piers - Roofing ,�.✓G Sewer Garage Fdn. Vents jFixtures 2 - 2- -_-- Footings StemwaII Garage Vents Insulation --7'i �/a---';7- Water Htr. Heaters Slab Carport Footings Prov. for phsically handicaped Conformance of ex. structure Appliances Gas Piping &Test Tem .Gas Slab Final Sanitation Patio FIREPLACE Final Footings Footing ELECTRICAL Masonry Walls Throat Rough Reinf. Steel Final Fixtures Bond Beam FIRE SPRINKLERS Motors Framin Test Water Htr. Stucco Final Subpanels 2 �- Mesh MECHANICAL Grd. Fault Prot./.2 - 2 2 - % Scratch Heating / Service Brown Cooling 1. Temp. Pole Finish Ducts --3 / -7 S( Underaround Interior Lath Ven lation v Permanent l Door CloserJf ON- Final Final / 2- - Z fo a MOBILEHOMEUTILITIES ------------------ Elec. Service Elec. Pedestal MEW Water Piping Sewer Gas Piping MOBILEHOME INSTALLATION - - - - - - - - - - - - - - Support Elec. Continuity Water Piping Drainage Gas Piping DATE REMARKS OR CORRECTIONS K. T zt � � ► � � �-�.�,.�.J�, � .mss-��t,. c.., aE�l�,,�,�, c� ge f (NOTE: An entry must be made on this form each time you visit the job ite.) �Cr" �✓ THIS IS TO CERTIFY THAT INSULATION HAS BEEN 1NSTAiLED IN CONFORMANCE WITH THE CURRENT CALIFORNIAENERGY REGULATIONS, ADMINISTRATIVE CODE, TITLE 25, STATE OF CALIFORNIA, IN THE BUILDING LOCATED AT: ___ Street Lot No. Tract No. City EXTERIOR WALLS ���� �� Mv��omm,—y�'�j��----'Toickno�/T�e----�^�~----.KValue --......................... CEILINGS � Batts: Manufacturer ......... .......... ....... Thickness ............................ ............. nValue ..................................... Blown: Manufacturer ' --'Toinkoo,o .... `���» — No Bu ��--' Wt/8o8 Ft. Covered .[�a~�—� '_'KValue —' V49 ------- ' FLOORS / rs' � Thickness/Type ................................ AYu|vo ................................ SLAB 8NGRADE Manufacturer ... ........................... Thickness/Type ............... H Yu|uo ................................ Width of Insulation .................. Inches' FOUNDATION WALLS Manufacturer ................................. Thickness/Type ................................ 8 Yo|ou ................................ a26 14 AV Fi _YV. EIGHT 02 � a .• COUNTY OF BU4�E' - DEPARTMENT OF PUBLIC WORK 7 County Center Drive - — 34-45 le, California 95965 ��� _�%% •Telephone: 5344541 a APPLICATION AND PERMIT authorize representatives t e County of Butte to enter upon the above-mentioned property or ' spection purposes. X0J &_ Date 4,^ ignoture of Permitee(�r gent Receipt No. 1 White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant 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. DIRECTO UBLIC WORKS Be te%-Z-Co -7,f uilding permit expires Date (� -moi BUILDIN Owner•�� �?` SO. FT. OCC. BUILDING VALUATION r L' Mai l Ing Address S --r q G /� lot, t i V lephone No. r*' ' Contractor Gib Mai I ing Address Fireplace 00 O Total Valuation ®�O Telephone No. Permit Fee Building Address �( S. (1Jop�t�VAd-i7 �%0�� Plan Checking Fee &/or Penalty Permit Fee 3 6 OF fL w 4- PLUMBING No.1 @ FEE S ► 1, O �+ �• J PERMIT FILING FEE $3.00 Each Trap 1.50 e,r 2on1hg Veriflcafion Only Repair drainage or vent piping 1,50 P A. P. No. to � r -7 �(o • R --1A s Zon Water piping 1.50 S� Each gas water heater or vent 1.50 Fe atio Fire Dept. Fire Zone Use Permit Gas piping system 1 - 5 outlets 1.50 EOA Parking Plans Parcel Declaration Parcel Map 60' R/W Improveme Each additional outlet .30 Building sewer 5.00 / Bldg. 46 Recd Parcel A royal Plan pproval Lawn sprinkler system 2.00 NEW VK ADDITION ❑ UTILITIES ❑ OTHER ❑ Permit Fee $ $Elf ELECTRICAL No.1 @ FEE PERMIT FILING FEE $3.00 Main service 600V OR LESS too AMP LESS 5.00 Single Family Duplex Mobil Home 9 Y � P ❑ ❑ Others ❑ -L Main service' EA. ADD•L too AMP 2.50 Main service OVER 600V 100 AMP OR LESS 25,00 Main service// EA. ADD•L 100 AM�P,y 1.00 NEW CONS.WELING OR ADDNST l ACCLBLDGS (i20sgft CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name st le of: %� NEW CONSTR.( ULTC L NON-RESID ` BRANCH CIRCUITS 12.50ea NEW CONSTR. POWER APPARATUS B NON.RESID• SINGLE OUTLET CIR, Ex. Occup{OUTLETS OR FIXTURES g @2j EOFIXED APPLNS, OR x. CCUp•2.00 �OUTLETS (RESID.) EA� Temporary service 110.00 Mobile Home Facilities 15.00 License No. Classification Misc. Wiring 6.25 SkI am exempt from the Contractors License Laws of the State of California. Permit Fee $119, 1%$ '. WORKMEN'S COMPENSATION INSURANCE I am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. permit is issued I shall not employ any person in any manner ysI certify that in the performance of the work for which this as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No @ FEE PERMIT FILING FEE J$3.00 Heating Cooling tel/ Ventilation Hood 2.00 oZ - Permit Fee $ 13— $ 3T 7 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 Land Development Fee TOTAL PERMIT FEE 02Is authorize representatives t e County of Butte to enter upon the above-mentioned property or ' spection purposes. X0J &_ Date 4,^ ignoture of Permitee(�r gent Receipt No. 1 White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant 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. DIRECTO UBLIC WORKS Be te%-Z-Co -7,f uilding permit expires Date (� -moi 'RESIDENTIAL PLAN CHECKING GUIDE (S.F., DUPLEX, & MISC. ONLY) Bldg. OWNER ,l A. P. A. G NE Zoning requirements (sideyards and,parking). luat ion. 3. Signature by R.C.E. or Architect (if required). B. PLOT PLAN Complete parcel size and dimensions. 4C,--S-etbai_-k*, sideyards, easements, -etc. 3. Other buildings or structures. 4. Grading, fills, drainage. Permit # /k = /-7 C. F OOR PLAN —C-amplete to scale plan with dimensions. f�f–_quired windows for light and ventilation (Sec. 1405). Required windows for second exit (Sec. 1404). fir --Allowable glazing for energy requirements (20% max. per.State law). -%','---Human impact glass (Sec. 5406). '&—.Required room sizes, ceiling heights (Sec. 1407). c77—G'.F.C.I.'s in baths and exterior outlets (Sec. 210-8). Light fixtures, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. <.­lTocations of water heater, heating & cooling equipment, other electrical or gas - equipment, and plumbing fixtures. &--Garage.firewall, door size, and closer (Sec. 503(d)(4)). il---1 - 3'0" exterior exit door (Sec. 3303d). t Fi .eplace location. Smoke detectors (Sec. 1413). D. STRUCTURAL DETAILS Foundation plan complete enough to construct building. Floor construction details.complete enough to construct. building. Cl— Elevations and wall construction details complete enough to construct building. 4, Roof construction details complete enough to construct building. -&'-Fireplace construction details and calcs if over one-story in height. efficient data -and details to satisfy energy insulation requirements (State law). E. MISCELLANEOUS ITEMS TO LOOK OUT FOR t:r�X plywood'on exposed locations and overhangs. 2. Stairway details (Sec. 3305). 3. Guardrail details (Sec, 1716). (2Z--4rick or stone veneer (Chapter 30). 5. Exterior plaster - weep screeds (Sec. 4706 & 4708). doper roof pitch for roof covering (Chapter 32). -4l,'—Rafter ties or bearing ridge beam. f�.--Garage door or porch header sizes. 47—.�dequate bracing.. 10. Living area over garage - complete 1 -hour separation walls and posts, etc. - 0. 11. Two (2) exits on three-story dwellings (Sec. 3302). required including supporting COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS ` 7 County Centel Drive Oroville, California 95965 T DO� Telephone: 534-4541 v APPLICATION AND PERMIT UUu-1— IVFIVOOII 0 VOO UI LI1C VUUIIIy UI DUMC LU ental UPUfl the above-mentioned property for 'nspection purposes. J X t4 Date AIOr 9—'j�ii Signature of ermitee or Agent Receipt No./ 9-,? 7 /% White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant 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. DIRECTOR OF LIC WORKS By Date /o 7�P �Ullding permit expires Date 779 BUILDING Owner �hL�9�L� / SO. FT. OCC. BUILDING VALUATION t5 Det! OIOD Mailing Address 29 4,f X,0 Telephone No. _,, 77 — 716,$ Contractor 616111 ij� Mailing Address Fireplace t3 Total Valuation D , coTelephone No. Permit Fee Building Address ,(f `f AjRgDk.111e2) .1444yos Plan Checking Fee&/or Penalty Permit Fee 4, &D DD 'ar, 6f' PLUMBING No.1 @ FEE PERMIT FILING FEE $3.00 Each Trap 1.50 Repair drainage or vent piping 1.50 A. P. No.j�- /7/- Zoning & Planning Water piping 1.50 Each gas water heater or vent 1.50 F s 90 tion Fire Dept. Fire Zone Use Permit Gas piping system 1 - 5 outlets 1.50 EOA Parking Plans Parcel Declaration Parcel Map 60' R/W Improvements Each additional outlet .30 Building sewer 5.00 �� Bldg. PfSns Recd Parcel royal Pla proval Lawn sprinkler system 2.00 NEW ❑ ADDITION UTILITIES ❑ OTHER ❑ Permit Fee $ $ ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 Main service 600V OR LESS 100 AMP LESS 5.00 Single Family ® Duplex ❑ Mobil Home ❑ Others g y ❑ -L Main service EA. ADD'L 100 AMP 2.50 Main service OVER e00v 25.00 100 AMP OR LESS Main service EA. ADD'L 100 AMP 1.00 NEW CONST. ( OR ADDNS. ACCLLING BLDGS,CCUP, Y) 20sgft CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: NEW NON!,E ID MULTI -OUTLET .RSD, � BRANCH CIRCUITS) 2.50ea NEW CONST R. POWER APPARATUS B NON•RESID, SINGLE OUTLET CIR. EX. OCCUQ{OUTLETS OR FIX TIIRES �@� BAL�1 Ex. OCCU P• FIXED APPLNS. OR OUTLETS (RESID,) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No. Classification Misc. Wiring 6.25 I am exempt from the Contractors License Laws of the State of California. Permit Fee $ WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ 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 Land Development Fee Is TOTAL PERMIT FEE $ aC UUu-1— IVFIVOOII 0 VOO UI LI1C VUUIIIy UI DUMC LU ental UPUfl the above-mentioned property for 'nspection purposes. J X t4 Date AIOr 9—'j�ii Signature of ermitee or Agent Receipt No./ 9-,? 7 /% White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant 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. DIRECTOR OF LIC WORKS By Date /o 7�P �Ullding permit expires Date 779 � 4 i nom, ' .— BUTTE C0 FIRE • CALIF. DEPT. of FORESTRY 0aproved as sUbrnitted approved with conditions I L1� er attac e sheet._ \ ` _ - Date g C'r, rs C MEINCLUDING FILL >TRUCTURES AN® EQUOF ALL , EASEMENTS, ®VEI�HANQS SHALL BE CLEAR � SE r €�ACI'C OF y. �• FROM THE SIDE AND 30 FT. FROM THE REAR PROPERTY LINES AND S FT. IzKu A THE ROAES D® ESU P NTH CEl� ALL 4" OLE alp OF S'Ti'RUCTCENTEF UR FOR A 2 FT. SAVE OVERg-aA �,AgG. <7i--� 50'd 7J iN Li��14 /Leif .to Sca/c (J�/(o5 cJafxPw�•�ri oa- �i3 -� 376 1/e"J SutikooAl I:LllJ 4 �v 170 I /rn •.o _-_-- V Lit G I ,,n-�s ..,.RECEIVED NOV 0 8199 BUTTE COUNTY BUILDING DIVISION a - r4 CDF 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 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 11 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 provide 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 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 16 percent unless paved. 1273.04 Driveway Radius [p 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 vertical -curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. [�1 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [ 1273.05 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 l0 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of .1. , AP # PERMIT # NAME [Af 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. [ 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. 1. All parcels 1 acre acid larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from u1] property lines and/or the center of the road. [XJ 2.. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See Other Requirements -below. [x] 1276.02 Disposal of vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction �r f'_:ial inspection of a building permit. Page 2 of 3 AP # PERMIT # Other Requirements [ ] if Building Setback is 15 to 30 Feet:. - Class A or B roof - Enclosed eaves NAME 6 - [ ] If Building Setback is Less Than 15 Feet Choose any 3 of the following: - Metal or no doors.on.side toward property line with insuffi- cient 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 Date Signature Page 3 of 3 10 HEX. MD. MACHINE SCREW G 10 O.C. MULL1014 CAP ON STRAIGHT LEG 1/2x 2"X 3/16' ALUMINUM END COLUMN 5' O.C. AT RADII MULLION CAP SEAL q \D CAP CLOSURE GLASS0 %R2 5/8' LC. RARER CAP GLASS I PANEL MULLION LIPS OR HEX. SCALE: DRAWING i GASKET. ANELAD $CREW GASKET 810 X 2 1/2' LG. rSIAL, O SLOTTED ROUND 2•X 3'X 3/16• STEEL TUBE OR 000C I HEAD SCREW DEEP MULLIONS2- }0 TEK <_CREWS 82-810 C Y - 4 PER MUL LION TEK SCREWS 1 INTO MU'LION AND 01 INTO MULLION AND' IMO RARER 1INTO RARER 1.360 X 1.360 %9/16' % 0.090•-7.25 OSURE CAP ALUM. 6063-T5 CONNECTION SLAB ENCLOSURE CAFMULLION DEEP MULLION PA NEL MULLION WAIRATED ROOF PANEL SECTION C -C SECTION D -D SECTION B -B O OI " RARER � 3_ p8 SMS EACH SIDE OF 2'X 1.8•X2•% 125 ALUM. 6063-T5 CONNECTOR CHANNEL RAFTER CAP GLASS SEALGASKET I IMULLION 810TEK SCREW - RAFTER CAP THROW EAVE TO RAFTER EXTRUSION "H' . 30'1 2-1/4- -POP RNET' TYPE 2A GRADE 19 OR 2-EyA14 TEK SCREWS ( RARER VEVE EXTRUSI RTICAL MUWON)N TJ 2- 1/4' 'POP RIVET• TYPE 2A GRADE 19 ONE EACH SIDE OF RARER TO CONNECTOR CHANNEL SECTION A -A 'H' CHANNEL — RAFTER ,EEP MULLION ENCLOSURE CAP RARER TO EAVE CONNECTER - 5/16' SLOTTED ROUNDHEAD SCREW W/ LOCK WASHER AND NUT OR 2- 1/4' 'POP RIVETS' TYPE 2A GRADE 19 -VERTICAL MULUON ('H' OR RACEWAY SECTION) A 6-3/16' RIV\ 1/8' ALUMINUM 606}-T6 SHEAR PANEL (COVERED W/7/8' HARDBOARD)? 4-3/16' R�NET B-3/16' TYPE ZA GRADE 19 RIVETS N - SPACED EQUALLY TOP AND BOTTOM-,,,, POWERMENT STUD PERWL 7 �Y ICBO EX ER NO. 5225��EX ER NO. 52255 42" MIN 7" 4e MAX. NOTE: ELEVATION SEE NOTE BELOW FOR REQUIRED ATTACHMENT TO WOOD DECK NOTE: FOR 3" X 2" STEEL OR 3 1/2" x 2" ALUMINUM COLUMN END USE 2-1/2• )S 4• LAG BOLTS THROUGH 3 1/2• X 3- ALUM. INTO WOOD BEAM O END WITHOUT 3' X 2• STEEL COLUMN USE 1-1/2' X 4' LAG BOLT INTO WOOD BEAM. RIDGE PLATE 2-814 TEK SCREWS - CONNECTOR CHANNEL TO RIDGE CAP ADD14 TEK SCREW FOR 0 PSF LIVE LO AND RAFTER SPAC I• TOP CHANNEL I 2- 3/16• TYPE 2A GRADEt9 POP RIVETS OR 2- 814 TEK SCREWS I I I• 3"X 2•X 3/16• STEEL OR 3 1/2-X 2'X 3/16• ALUMINUM TUBING COLUMN I , DETAIL "A" WON CAP J 3/8' X 2 1/2' LG. BOLT H WASHER AND NUT ER TO CONNECTOR CHANNEL 1/4' •POP RIVETS' TYPE 2A E 19.ONE EACH OF RAFTER.810 X 2 1/2'OTTED ROUND HEAD SCREW NEL MUWON ENCLOSURE CAP SECTION E -E SURROUND 6-3/16• RIVETS 1/8' HARDBOARD FOAM OR HONEYCOMB CORE I/ HARDBOARD 2-814 TEKS 2' X 3' STEEL OR 2' X 3 1/2' ALUMINUM POST 3/16" RIVET 1/8' ALUMINUM 3/16• RIVET 3 1/2' X 3" X1 1/3• X 1/4 ALUM. 6063-T6 A PLAN VIEVIT 2-814 TEKS _ 'H' CHANNEL 2 % 3' STEEL OR 2" X 3 i/2' ALUMINUM POST 2" X 3' X 3/16' STEEL OR 2• X 3 1/2• X 3/16 ALUMINUM POST 2-814 TEKS 6-3/76" RIVETS 31 X 3- xi 1//_ X 87 1/d .2-4 TEKS,µ ALUM. 6063-T6 -BOTTOM. TRACK DETAIL "A" ti NOTE: THE SHEAR PANEL SHALL ONLY BE ATTACHED TO A WOODEN DECK THAT HAS BEEN DESIGNED PER UCS REQUIREMENTS TO SUPPORT ALL VERTICAL AND LATERAL LOADS_IMPOSED BY THE ENCLOSED STRUCTURE. THE DECK IS NOT A PART OF THIS PLAN AND SHALL BE APPROVED BY THE LOCAL BUILDING DEPARTMENT. ROOM ENCLOSURE 1/2' X 4" EMBEDMENT LAG BOLT WOOD HEADER 1� WOOD DECK ATTACHMENT i 3"X 2'X 3/16" STEEL END COLUMN OR 3. 1/2x 2"X 3/16' ALUMINUM END COLUMN RPE ' r q ANARBW, CA 92806 (000)427-7359 •S "H' CONN. OR. RACEWA, a 1 H' CONN. SCALE: DRAWING 0 or NONE PART NAME DATE: DRAWiNL or 05/37/91 PART NUMBER 0 O OI 2•X 3'X 3/16• STEEL TUBE OR 000C I O _ 2'X 3 1/2 X 3/16 ALUMINUM C Y - COLUMN 36 KSI 01 1 1/2'X 0.062"X 6063-T5 ALUMINUM STRAPS W/8- 88 SMS OR 1/8' POP RIVE7S TYPE 2A CONCRETE GRADE 19 EACH END AS SHOWN SLAB 0 _ O OI " 000 3_ p8 SMS EACH SIDE OF POST - 8 TOT i0 18" O BASE CHANNEL 0. COLUMN AND FOOTING DETAIL o DETAIL "B" L41/2 FOR 70MPH USE NOTE 'A': FOOTING SIZE REO'D: ' 1/2'%2 1/4' EMBED. 70 MPH WIND SPEED: 78' X 18' % 36' DEEP MP FOR 80 AND )OMP MAX BO MPH WIND SPEED: 18' x 18' x 42' DEEP 90 MPH WIND SPEED: 18" X 18" X 44' DEEP MAX. USE 5/8' x 2 EMBEDMENT HILTI KBIT ANCHOR BOLTS PER ICBO ES ER NO. 4627 • FRONT WALL BRACING DETAIL "C" 2' X 1.8'%2'x.125 ALUM. 6063 _TS CONNECTOR CHANNEL RARER CAP CLA55 SEAL -1-GASKET MULLION 810 TEK SCREW - RAFTER CAP THROU EAVE TO RARER EXTRUSION 2-1: 4"GRADE 'POP RIVET' TYPE 1A 19 OR ` 2-14 TEK SCREWS ( RAFTER TO CAVE EXTRUSION TO VER71CAL MULLION) __—� 2- 1/4' 'POP RIVET' TYPE 2A GRADE 19 ONE TACH SIDE OF RAFTER TO CONNECTOR CHANNEL 5/16• SLOTTED ROUNDHEAD SCREW W/ LOCK WASHER AND NUT OR 2- 1/4' -POP RIVETSTYPE 2A GRADE 19 RAFTER DEEP MUWON ENCLOSURE CAP --RAFTER TO EAVE CONNECTER 1 4 %,. ; ;. ENCLOSURE WALL (4' WALL SHOWN) RAFTER TO EAVE PLATE CONNECTOR 16-4 NOTE: SEE SHEET D9616-.3 FOR SUNROOM GENERAL NOTES. I.C.B.O. E.S. EVALUATION REPORT NO. 5294 RPE DATE REVISIONS ADMIRAL sunrooms 02/25/97 1997 UBC 1400 N. DLLY ST. q ANARBW, CA 92806 (000)427-7359 m No. 13M a 1 DRAWN BY: AJF SUNROOM DETAILS SCALE: DRAWING ff or NONE PART NAME DATE: DRAWiNL or 05/37/91 PART NUMBER 16-4 r 7ME 1 r�71. �� rr •asr. 1GOF O.C. ERED GLASS SPACING NS = 48" L.000 1.36(i' 0.563' 1 b5'o DO.219' a n 1 CUP c , MATERIAL: 6063-T5 ALUMINUM \\ I DEEP L '--jI I L.-) (- _ II _� MATERIAL: 6063 -TS u AA LUMINUM _ 1.820' u /. n q 3.29" S 8 RAFTER A! I G I MATERIAL: 6063-T6 ALUMINUM \ o y-_ ,,, III \ 'II�J?t�1f•O o \ \• `1Y•\ II' I I SEE \ A 1. \•. SHEET', : SEE 1 0.125• •'�.• -.\ ,, 3 OF 6 I II SHEET 653" ••\ �, �1 D9616-41 - I SHOWN\;`�•\ !�� M , / /; ROOM ENCLOSURE CHANNEL LATERAL BRACING OPTIONS: \•. - II ' \\II�dV '/ PER ICBO ES MATERIAL 6063 -TS ALUMINUM 1. ALTERNATE SHEAR PANEL BRACING ••\ �. y__JIII Ie N+' / j'� LV N2621P 1.07 SEE SHT D9691-4. \t�,- /'�y 2. 'X' BRACING AT END BAYS \•,\`-3 1/2' CONCRETE SLAB SEE SHT. 9616-4. 3. FOR OPTIONAL FOOTINGS SEE DETAIL 'B" •'\ \• / /'� SHEET D9616-4 b N v E- 2 NOTE:SLAB ATTACHMENTS MAY BE UTIUZED FOR THE FOLLOWING CONDITIONS:IOPSF: SLAB MOUNTED TO 23'-0• FOR 42' SPACING k 22'-0• FOR 48' SPACING. 20PSF: SLAB MOUNTED TO 16'-0' PROJECTION FOR 42• SPACING 1 414" AND 14'-0' PROJECTION FOR 48' SPACING. 3OPSF: SLAB MOUNTED TO I V-0' PROJECTION FOR 42' SPACING 12 1' AND 9'-0' PROJECTION FOR 48' SPACING. RIDGE PLATE PANEL MULUON FOR ALL PROJECTIONS GREATER THAN WHAT IS USTED ABOVE USE A MATERIAL 6063-T6 ALUMINUM MATERIAL: 6063-T5 ALUMINUM MINIMUM 12' WIDE STRIP FOOTING AT FRONT WALL A MINIMUM 12' BELOW SLAB. SEE STRIP FOOTING DETAIL ALLOWABLE RAFTER SPANS 1.625" STEELLIVE RAFTER WTrHO INSERT I WITH MEL INSERT LOAD SPACINGN l ADS MPH WIN LO S MPH PS IN 0 80 90 0 B.1 90 i 42 0 -0 -6 20 -0 21-60 23-0 3 -0 4.075' 1 _ 0.125- _7W__ 48 18 -6 18 -6 18 -6 22 -0 22 -0 22-0 4.075' 20 42 14-10 14-10 14-10 18-10 18-10 18-10 3.513' 1.423' 1.741' 48 14 -0 -0 14 -0 18 -0 18 -0 18 -0 - RAFTER 30 4 12-3 1112: -3 14'_O' -3 16 -0 16 -0 i 6 -0 - 1.423' 48 12 -0 1 -0 1 -0 15 -0 15 -0 15 -0 1.276' 1 0.090' 3.5' SLAB d MIN. NP. o � 1 a c g o n 0 1.5'%3'%0.120' STEEL BOX BEAM INSERT IrLOni IO 1.459• L 3.29' J ie i' I 2.110 I 3.610 N RAFTER WITH 1 .5"X3" BOX BEAM INSERT STRIP FOOTING DETAIL 2" EAVE PLATE 4" EAVE PLATE MATER6AL: 6063 -TS ALUNINUM MATERIAL 6063 -TS ALUNINUM ' IB RAFTER j14 FLAT COUNTER -SUNK I L 1,5'X3'XO.12' TEKS (8 EA SIDE OF SPLICE CL SPLICE STEEL BOX BEAM 16 TOTAL). 1.5"X3"X0.12 SPLICE DETAIL u ()14 FLAT COUNTER -SUNK TEKS (8 EA. SIDE OF SPLICE 16 TOTAL). 0.120' ri L. 5" 1.5"X3" BOX BEAM (A-500 GRADE B STEEL. THICKNESS = 0.120') (Fy-46KSI MIN. MUST BE GALVANIZED) (;LNLRAL NUILS: 1. DESIGN IN ACCORDANCE WITH THE UNIFORM BUILDING CODE 1997 EDITION. 2. ALUMINUM DESIGN IN ACCORDANCE WITH THE LATEST EDITION OF ALUMINUM ASSOCIATION'S SPECIFICATIONS AND CHAPTER 20 OF THE UNIFORM BUILDING CODE. 3. THIS PATIO COVER IS DESIGNED PER CH. A31, DN III OF THE UNIFORM BUILDING CODE AND IS LIMITED TO RECREATIONAL AND OUTDOOR LIVING PURPOSES ONLY AND IS NOT TO BE USED FOR STORAGE DR AS A HABITABLE ROOM. 4. DESIGN LOADS: LNELOAD - 1C PSF, 20 PSF AND 30 PSF. WIND LOADS: 70 MPH WIND SPEED - 10 PSF HORIZ. 10 PSF UPLIFT 80 MPH WIND SPEED = 13 PSF HORIZ. 13 PSF UPLIFT 90 MPH WIND SPEED = 15 PSF HORIZ. 15 PSF UPLIFT 5. FOOTINGS HAVE BEEN DESIGNED FOR CLASS 5 SOIL. ALLOWABLE SOIL BEARING PRESSURE OF 1000 POUNDS PER SQUARE FOOT. ALLOWABLE LATERAL SOIL BEARING PRESSURE = 200 POUNDS PER SQUARE FOOT PER FOOT OF DEPTH WHEN THE STRUCTURE IS NOT ADVERSELY AFFECTED BY A 1/2' GROUND MOVEMENT. 6. STEEL BOLTS SHALL BE ASTM A-307 AND ALUMINUM BOLTS SHALL BE 2024-T4. 7. ALTERNATE ALUMINUM ALLOYS OF EQUAL OR HIGHER STRENGTH MAY BE USED. 8. EMBEDDED COLUMN SURFACES SHALL BE CLEAN AND FREE OF OILY SURFACES. 9. CONCRETE SHALL RAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2000 PSI. 10. LAMINATED ROOF PANELS SHALL BE PER I.C.B.O. E.S. ER NO. 5176 AS MANUFACTURED BY TEMO 1NC. 11. BOLTS AND OTHER FASTENERS SHALL BE STAINLESS STEEL, ALUMINIZED, HOT -DIP GALVANIZED OR ELECTRO -PLATED STEEL DOUBLE CADMIUM -PLATED AN STEEL BOLTS MAY ALSO BE USED. STEEL RIVETS SHALL NOT BE USED EXCEPT WHERE ALUMINUM IS TO BE JOINED TO STEEL OR WHERE CORROSION RESISTANCE OF THE STRUCTURE IS NOT A REQUIREMENT OR WHERE THE STRUCTURE IS TO BE PROTECTED AGAINST CORROSION. 12. WHERE ALUMINUM ALLOY PARTSARE IN CONTACT WITH DISSIMILAR METALS OTHER THAN STAINLESS, ALUMINIZED, HOT -DIP GALVANIZED OR ELECTRO- GALVANIZED STEEL OR ABSORBANT BUILDING MATERIALS UKELY TO BE CONTINUOUSLY OR INTERMITTENTLY WET, THE FAYING SURFACES SHALL BE PAINTED OR OTHERWISE SEPARATED IN ACCORDANCE WITH DIVISION II, SECTION 2011.6.2 OF THE 1997 UNIFORM BUILDING CODE AS FOLLOWS: 1. ALUMINUM SURFACES TO BE PLACED IN CONTACT WITH STEEL SHALL BE GIVEN ONE COAT OF ZINC CHROMATE PRIMER IN ACCORDANCE WITH FEDERAL SPECIFICATION TT -P-645 OR THE EQUIVALENT, OR ONE COAT OF A SUITABI NONHARDENINC JOINT COMPOUND CAPABLE OF EXCLUDING MOISTURE FROM THE JOINT DURING PROLONGED SERVICE. WHERE SEVERE CORROSION CONDITIONS ARE EXPECOED, ADDITIONAL PROTECTION CAN BE OBTAINED BY APPYING THE JOINT COMPOUND IN ADDITION TO THE ZINC CHROMATE PRIMER. SINC CHROMATE PAINT SHALL BE ALLOWED TO DRY HARO(AIR DRY 24 HOURS) BEFORE ASSEMBLY OF THE PARTS. tHE STEEL SURFACES TO BE PLACED IN CONTACT WITH ALUMINUM SHALL BE PAINTED WITH GOOD QUALITY PRIMING PAINT, SUCH AS ZINC CHROMATE PRIMER IN ACCORDANCE WITH FEDERAL SPECIFICATION TT -P-645, FOLLOWED BY ONE COAT OF PAINT CONSISTING OF 2 POUNDS OF ALUMINUM PASTE PIGMENT ASTM SPECIFICATION D 96266, TYPE 2, CUSS B)PER GALLON (0.24KG L) OF VARNISH MEETING FEDERAL SPECIFICATION TT-V-SID,TYPE 11, OR THE EQUIVALENT. STAINLESS STEEL, OR ALUMINIZED, HOT -DIP GALVANIZED OR ELECTROGALVANIZED STEEL PLACED IN CONTACT WITH ALUMINUM NEED NOT BE PAINTED. 2. WHEN ALUMINUM IS IN DIRECT CONTACT WITH WOOD, FIBERBOARD OR OTHER POROUS MATERIAL THAT MAY ABSORB WATER, AN INSULATING BARRIER SHALL BE INSTALLED BETWEEN THE ALUMINUM AND THE POROUS MATERIAL SUCH ALUMINUM SURFACES SHALL BE GIVEN A HEAVY COAT OF ALKAUI RESISTANT BITUMINOUS PAINT OR OTHER COATING PROVIDING EQUIVALENT PROTECTION BEFORE INSTALLATION. ALUMINUM IN CONTACT WITH CONCRETE OR MASONRY SHALL BE SIMILARLY PROTECTED IN CASES WHERE MOISTURE IS PRESENT AND CORRODENTS CAN BE ENTRAPPED BETWEEN THE SURFACES. 3. ALUMINUM SURFACES TO BE EMBEDDED IN CONCRETE OROINARLY NEED NOT BE PAINTED, UNLESS CORROSIVE COMPONENTS ARE ADDED TO THE CONCRETE OR UNLESS THE CONCRETE IS SUBJECTED FOR EXTENDED PERIODS TO EXTREMELY CORROSIVE CONDITIONS. IN SUSH CASES, ALUMINUM SURFACES SHALL BE GIVEN ONE COAT OF SUITABLE QUALITY PAINT, SUCH AS ZINC CHROMATE PRIMER CONFORMING TO FEDERAL SPECIFICATION TT -P-645 OR EQUIVALENT, OR SHALL BE WRAPPED WITH A SUITABLE PLASTIC TAAPE APPLIED IN SUCH A MANNER AS TO PROVIDE ADEQUATE PROTECTION AT THE OVERLAP. 4, WATER THAT COMES IN CONTACT WITH ALUMIMUM AFTER FIRST RUNNING OVER A HEAVY METAL SUCH AS COPPER MAY CONTAIN TRACE QUANTITIES OF THE DISSIMILAR METAL OR ITS CORROSION PRODUCT, WHICH WILL CAUSE CORROSIOIN OF THE ALUMINUM. PROTECTION SHALL BE OBTAINED BY PAINTING OR PLASTIC COATING THE DISSIMILAR METAL OR BY DESIGNING THE STRUCTURE SO THAT THE DRAINAGE FROM THE DISSIMILAR METAL IS DIVERTED AWAY FROM THE ALUMINUM. lit�l�l�f� kE.'�►t t ��i��r1b�7 Yl`7ti111 '�Giw �Vµ c No. 13857 OF I 1 I.C.B.O. E.S. EVALUATION REPORT NUMBER 5294P r 46.5 B 0� RAIL N 70M SURROUND c n A WINDOW FRAMES WITH 1/8" TEMPERED GLASS GLAZING NOTEWINDOW FRAME SHOWN FOR 48' WINDOW SPACING. OPENING FOR WINDOW UNIT IS 48'X56' oe' y I .709' no 1tL0' 'L' FULLR(6) N Y •Id .110 .156' .458' 1.000' TOP AND BOTTOM RAIL (ALUM. 6063-T6, 0.055' TYP. WALL EXCEPT AS NOTED) TOP SURROUND SECTION B -B LASS AL 100 .935' 1.035 OUTER VERTICAL (ALUM. 6063-T6, 0.050" TYP. WALL EXCEPT AS NOTED) INTERLOCK MEETING RAIL (ALUM. 6063-T6, 0.055' TYP. WALL EXCEPT AS NOTED) 10R (18 SCREW SLOT TO n MATE VERTICAL TO ____. _ Ml1R1)l1NTe1 �Reuf SECTION A -A (70 MPH W.S. ONLY) MATE VERTICAL TO HORIZONTAL FRAME. 0.250' .r; INTERLOCK MEETING`+RAIL WITH STIFFNER (80 & 90 MPH W.S. ONLY) SECTION A -A (80 & 90 MPH W.S. ONLY GENERAL NOTES: ' 1. ALUMINUM DESIGN PER UNIFORM BUILDING CODE, 1997 EDITION, CHAPTER 20. 2. ALL GLAZING SHALL BE 1/8' TEMPERED GLASS PER CHAPTER 24 OF THE UNIFORM BUILDING CODE. 1994 EDITION. 3. DESIGN LOADS: LIVE LOAD: 10, 20, 25, 30. 40 & 60 PSF. WIND LOAD: 70 MPH WIND SPEED = IOPSF. 80 MPH WIND SPEED 13PSF. 90 MPH WIND SPEED i5PSF. UPLIFT: 70 MPH WIND SPEED IOPSF. 80 MPH WIND SPEED 13PSF. 90 MPH WIND SPEED = 75PSF. 4. ALL ALUMINUM ALLOYS SHALL BE AS SPECIFIED, OR AN APPROVED EQUAL. 5. ALUMINUM DESIGN IN ACCORDANCE WITH THE LATEST EDITION OF THE ALUMINUM ASSOCIATION'S SPECIFICATIONS AND CHAPTER 20 OF THE UNIFORM BUILDING CODE. 6. CONCRETE MI%: 1 70 2 1/2 TO 3. 7.5 GALLONS Of WATER PER SACK OF CEMENT. F-2000PSt IN 28 DAYS. 7. ALUMINUM BOLTS TO BE 2024-T4. 8. STEEL BOLTS SHALL BE ASTM A-307. 9. ALTERNATE ALUMINUM ALLOYS OF EQUAL OR HIGHER STRENGTHS MAY BE USED. 10. STEEL FASTENERS SHALL BE EITHER STAINLESS. GALVANIZED OR DOUBLE CADMIUM PLATED BOLTS. 11. HIGH STRENGTH BOLTS SHALL BE ASTM A-325. 12. THE 25, 30, 40 AND 60 PSF LIVE LOAD STRUCTURES ARE DESIGNED LATERALLY FOR WIND LOAD AND 1/2 THE SNOW LOAD ACTING SIMULTANEOUSLY. 13. PATIO ENCLOSURES MAY BE ATTACHED TO 3.5 INCH THICK CONCRETE SLABS.. 14. SOLID WALL PANELS SHALL COMPLY WITH AN I.C.B.O. E.S. EVALUATION REPORT. 15. SOLID WALL PANELS SHALL BE IDENTIFIED BY DECALS AT ONE END OF 4'z8' PANLES GIVING THE NAME AND ADDRESS OF THE MANUFACTURER, PANEL TYPE AND I.C.B.O. E.S. EVALUATION REPORT NUMBER. 16. WHERE ALUMINUM ALLOY PARTS ARE IN CONTACT WITH DISSIMILAR METALS, OTHER THAN STAINLESS, ALUMINIZED GALVANIZED OR ABSORBANT BUILDING MATERIALS. LIKELY TO BE CONTINUOUSLY OR INTERMITTENTLY WET, THE FAYING SURFACES SHALL BE PAINTED OR OTHERWISE SEPERATED IN ACCORDANCE THE U.B.C. CHAPTER 20, DIV. II, SECTION 2011.6.2. 17. THIS ENCLOSURE MAY BE USED WITH PATIO COVERS THAT ARE APPROVED TO BE ENCLOSED. 0� RAIL 70M SURROUND c n � 0.125' REW SLOT 0.750' FE VERTICAL RIZONTAL FRAME. >• ACH CORNER AL) _ OUTER VERTICAL WITH STIFFNER (80 & 90 MPH W.S. ONLY 10R (18 SCREW SLOT TO n MATE VERTICAL TO ____. _ Ml1R1)l1NTe1 �Reuf SECTION A -A (70 MPH W.S. ONLY) MATE VERTICAL TO HORIZONTAL FRAME. 0.250' .r; INTERLOCK MEETING`+RAIL WITH STIFFNER (80 & 90 MPH W.S. ONLY) SECTION A -A (80 & 90 MPH W.S. ONLY GENERAL NOTES: ' 1. ALUMINUM DESIGN PER UNIFORM BUILDING CODE, 1997 EDITION, CHAPTER 20. 2. ALL GLAZING SHALL BE 1/8' TEMPERED GLASS PER CHAPTER 24 OF THE UNIFORM BUILDING CODE. 1994 EDITION. 3. DESIGN LOADS: LIVE LOAD: 10, 20, 25, 30. 40 & 60 PSF. WIND LOAD: 70 MPH WIND SPEED = IOPSF. 80 MPH WIND SPEED 13PSF. 90 MPH WIND SPEED i5PSF. UPLIFT: 70 MPH WIND SPEED IOPSF. 80 MPH WIND SPEED 13PSF. 90 MPH WIND SPEED = 75PSF. 4. ALL ALUMINUM ALLOYS SHALL BE AS SPECIFIED, OR AN APPROVED EQUAL. 5. ALUMINUM DESIGN IN ACCORDANCE WITH THE LATEST EDITION OF THE ALUMINUM ASSOCIATION'S SPECIFICATIONS AND CHAPTER 20 OF THE UNIFORM BUILDING CODE. 6. CONCRETE MI%: 1 70 2 1/2 TO 3. 7.5 GALLONS Of WATER PER SACK OF CEMENT. F-2000PSt IN 28 DAYS. 7. ALUMINUM BOLTS TO BE 2024-T4. 8. STEEL BOLTS SHALL BE ASTM A-307. 9. ALTERNATE ALUMINUM ALLOYS OF EQUAL OR HIGHER STRENGTHS MAY BE USED. 10. STEEL FASTENERS SHALL BE EITHER STAINLESS. GALVANIZED OR DOUBLE CADMIUM PLATED BOLTS. 11. HIGH STRENGTH BOLTS SHALL BE ASTM A-325. 12. THE 25, 30, 40 AND 60 PSF LIVE LOAD STRUCTURES ARE DESIGNED LATERALLY FOR WIND LOAD AND 1/2 THE SNOW LOAD ACTING SIMULTANEOUSLY. 13. PATIO ENCLOSURES MAY BE ATTACHED TO 3.5 INCH THICK CONCRETE SLABS.. 14. SOLID WALL PANELS SHALL COMPLY WITH AN I.C.B.O. E.S. EVALUATION REPORT. 15. SOLID WALL PANELS SHALL BE IDENTIFIED BY DECALS AT ONE END OF 4'z8' PANLES GIVING THE NAME AND ADDRESS OF THE MANUFACTURER, PANEL TYPE AND I.C.B.O. E.S. EVALUATION REPORT NUMBER. 16. WHERE ALUMINUM ALLOY PARTS ARE IN CONTACT WITH DISSIMILAR METALS, OTHER THAN STAINLESS, ALUMINIZED GALVANIZED OR ABSORBANT BUILDING MATERIALS. LIKELY TO BE CONTINUOUSLY OR INTERMITTENTLY WET, THE FAYING SURFACES SHALL BE PAINTED OR OTHERWISE SEPERATED IN ACCORDANCE THE U.B.C. CHAPTER 20, DIV. II, SECTION 2011.6.2. 17. THIS ENCLOSURE MAY BE USED WITH PATIO COVERS THAT ARE APPROVED TO BE ENCLOSED. j GLAZING SURROUH 'H• CONNECTOR WINDOW ODER STRUCTURAL COVER PANELS GLAZING T - = ri A - -= !✓ CORNER I POSTS DOOR IOF CORNER S2STOCK i SLIDER > WINDOW z I III �� ?? �:-, // �jl�l✓ NOTE 1 I OPTI6'-ONA04 FRONT ELEVATION 110 .L WI s �L WIDTH -- 110 SMS 1/8' PLASTIC OR .D.S. GLASS ALUMINUM 1/8' PLASTIC, 20 MIL GLASSENE OR 1/8' TEMPERED GLASS SCREEN PANEL WIDTH SCHEDULE n HEADERJ 'H• CONNECTOR CTO lNE MAX. LUz. SCREEN PNL WIDTH . LOAD PRa. 2 WALL i' WALL (PSF) (FT') HDRIf HDR'J' 70 MPH 90 PH- HOR'H' I 2P• 3'-8• 4'-0* 4'-0• 1 3•-10• 10 0' • '-10' •- 4'-0• 1 4'-0' 2017-7 3-0 /-0 4-0 3-1 4.077'R 4'-0' 4'-0' 1 3'-6' 25 16 2-9' 4-0 4-0' 2-11 13 3-i 4-0 4'-0' 3-J 30 IS 2-8 3-il =2-9' (ALUM. 6063-T6) 13. 3'-2' 4' F2 40 •'H' CONNECTOR IS REOUIRED WHEN BUILDING A 2- CONPONENT ROOM ON SITE 2 -7' 12' J'-0' J'-10' 3'-10' 10'4 2'-3' 1 Y -i 3'-4' 2'-4- '-i8' 60 8' 1 2'-7' 1 3'-10' 3'-10' 2'-9' •tv. IU MYM U5L 4 -U MALMUM -` SPACING 10 19' PROJECTION. 'S' FIND ELEVATION ATTACH COVER PANEL TO HEADER WITH 110 sus AT THE FOLLOW SPACING: 0 12' W/6' PANEL TYP. PERIMETER OF ENCLOSURE) 12 W/12' PANEL 18' W/18' PANEL n n n COVER PANEL _ y#8 SMS OR 1/8' BUND n HEADERJ 'H• CONNECTOR CTO ETS ®EACH END OF RIVETS - J( SURROUNDS TIP. - TYP. 2-1/4• EXPANSION BOLT OR APPR.EOUALS 0 SEAL EACH N* CONNECTOR 1/8' PLASTIC, 20 MIL GLASSENE 2-1/4' ANCHOR - OR 1/8' TEMPERED GESS BOLTS 0 EACH - m. ICBO ES RECOGNIZED PANELS BOLTS "AA" I� 'll CONNE9Er GLAZIN1/8' BLIND ll SURROCH END OF y,�l uT TYP. 1/8' ASTICCLAS OR SAFELY C1A55 Y SEAL mile nl�- CHANNEL 2-1/4' ANCHOR , 2-1/4' ANCHOR BOLTS 0 EACH ° ° �, . • ° • o: ,o. °' BOLTS 0 EACH SLAB it' CONNECTION. li' CONNECTION. BOLTS "AA" BOLTS ALTERNATE SECTION 12.0'R.SECTION"AA" •i 0 4.077'R .375 ^ o IYP. I MAIN - TEE PARALLEL TO PANEL SPAN. USE 2110 MAIN - TEES 062' N TYP 2.110• j 2.110" 0.063 TYP. 3.610 OH HEADER (ALUM. 6063-T6) OR 3.610 JO HEADER CHANNEL REF. ELECTRICAL CHASE • (ALUM. 6063-T6) momort.r.•- (REF.) 391 225' • (�lri�i�i� uT TYP. � I! FO mile nl�- ti �0 226 TYP. .010 DEEP X 90' F1 H,. NOTE; I ALTERNATE CONNECTORS ''H" CONNECTOR SUSPENDED CEILING FRAME WORK PER I.C.B.O. E.S. REPORT 81905 WITH (ALUM. 6061-T6) MAIN - TEE PARALLEL TO PANEL SPAN. USE 2110 MAIN - TEES 055 TYP. 'SSI WITH 4' LONG 214C CROSS - TEES. CEILING PANELS TO BE 1" . REF. • <llCillli��i�i� COATING ON EXPOSED SURFACE. SEE SHEET 3 OF 3 FOR CONNECTOR SCHEDULE. F2 .062 2 1 •'H' CONNECTOR IS REOUIRED WHEN BUILDING A 2- CONPONENT ROOM ON SITE • &H" AND IS NOT REOUIREDWHEN BUILDING A 2' MODULAR SYSTEM OR ON A SUPERWALL INSTALLATION WHETHER MODULAR OR COMPONENT: USE ALTERNATE "H' CONNECTOR F1 REQUIRED FOR H CONNECTORS f1ifC•7Y�W>•i� m ON SITE CONSTRUCTION i[lQ1Ytl�/�� FOR 70 MPH WIND SPEED 421YP. MEN! in �o mmIEm iliiC•lYo� � WITH FOR 2- W �]Iti�i�il• i7C•ii� =•10"t � SUSPENDED CEILING CONNECTORS 18 SMS GLAZING OR i/8" BUND SURROUND RIVETS O B0.4P ' • J CONNECTOR PANEL SECTION "A" EXISTING WOOD OR ALTERNATE HEADER 2"X3" BEAM AND POST PATIO STRUCTU TOR W%SU R01INDf� // ✓i SANDWICH PANEL STRUCTURAL DETAIL X10 SMS (SEE NOTE No.7). ID SMS (SEE NOTE No.7). 1 /2' CONC. SLAB OR 15-��d5'Xi5' FOOTING' )C V %2' i .063 CHANNEL U ALUM.. 6063-T6 ' SEE NOTE No.B FOR OCCASIONS WHEN 15'(15'65' FOOTINGS ARE REQUIRED WITH CONCRETE SLABS. GENERAL NOTES 1. FOR SCREEN PANEL WIDTH SEE SCHEDULE ABOVE SCREEN PANEL WIDTH - 4'-0' WHEN COLUMNS REMAIN IN PLACE. 1 WHEN COLUMNS IRE REMOVED USE 'MAtOMUM SCREEN PANEL WIDTH', AS SHOWN IN SCHEDULE ABOVE. 2 FOR GENERAL NOTES SEE DWG 1D9616-2. 3. DESIGN WIND SPEED = 90 MPH. 4. WHEN COLUMNS REMRI N PUCE ATTACH COVER PANEL TO HEADER WITH110 sus AT THE FOLLOWING SPACING: 12' 01 6' PANELS, 12' WITH 12' PANELS AND 18' WITH 18- PANELS. S. WHEN COLUMNS ARE REMOVED USE ++11 7E1CS W/SIB' WASHER HEAD AND NEOPRENE WASHERS AT 7HE F0LL G SPACING: 6' WITH 6' PANELS, 12' WITH 12' PANELS AND 9' WIHE I8' PANELS. 6. CONCRETE EXPANSION BOLTS SHALL BE 1/4' RAWL POWER STUD ANCHORS PER I.C.B.O. LS. EJL NoZ2.25 WITH 2' EMB HENT OR APPROVED EQUAL 7. FOR tOPSF UNLOAD WITH PROJECTION 20' OR GREATER ADD 110 SMS TO OPPOSITE SIDE OF 2-110 SMS CONNECTIONS. 8. FOOTINGS WITH CONCRETE SLABS ARE REQUIRED FOR HEADER 'J' FOR THE FOLLOWING CONDITIONS: 25 PST LIVE LOAD W/PRWECTION > 14'-6*. 30 PST LIVE LOAD WW/PROJECTION > 12'-0'. 40 PST LIVE LOAD W PROJECTION > 9'-6'. 60 PST LIVE LOAD /PROJECTION > 6'-5'. 8" MAX. i -8' -0' -''EXISTING WOOD MAX. COLUMNS 4 X 4 LARCH g2 MIN. . ROOM ENCLOSURE FILL IN D.F. U ELECTRICAL CHASE FOR EXISTING WOOD STRUCTURE MULLION -"MALE' 4 Q N Nn I I _n ri ri 1063-T6) L 1.625• .03•1 06c0 II!IO1.675' 87 6 S 0" 0.050• F T .(O OALTERNATE ' N O6 0 P. 0.05" 0.565 0.875' 187' SLIDING DOOR SURROUND © DOOR JAMB SURROUND MALE CHANNEL ALUM 6061-T6 (ALUM. 6063-T6) (ALUM. 6063-T6) OGLAZING SURROUND (ALUM 6063-T6) (ALUM. 6063-T6) 512' I�' iII m PANELS EACH PANELS EACH ALTERNATE LOCATION 0' INSTEAD OF VALLEY. TYP. 12 SWC HANGEER O 4' C. FOR MAIN i' HANGERS MAT �'4' O.C. ALONG 112 SWG HANGER 112 SWG HANGER F1 I ' X 1' X .04 X LENGTH 1' X 1' % .04 X LENGTH NECESSARY TO BE ATTACHED NECESSARY TO BE ATTACHED 2.)0 3.1 10 1' x 1' % .04 X 0'-1' 1' X 1" X .04 X 0'-1' J. 0 3. 10 ALUM. 3003 H -I6 ANGLES ALUM. 3003 H -t6 ANGLES TO THE REQUIRED NUMBER TO THE REOUIRED NUMBER ATTACH TO ROOF PANEL ATTACH TO ROOF PANEL OF PANELS. SEE CONNECTOR OF PANELS. SEE CONNECTOR W/18 SMS. W/18 SMS. SCHEDULE ON SHEET 3 OF 3. SCHEDULE ON SHEET 3 OF 3. ALTERNATE SINGLE PANEL CONNECTIONS MULTIPLE PANEL CONNECTIONS H' CON ECTORS SUSPENDED CEILING DETAILSN (REF.) 391 225' TYP. .100 uT TYP. � I! FO 82' ti �0 226 TYP. .010 DEEP X 90' F1 H,. NOTE; I ALTERNATE CONNECTORS ''H" CONNECTOR SUSPENDED CEILING FRAME WORK PER I.C.B.O. E.S. REPORT 81905 WITH (ALUM. 6061-T6) MAIN - TEE PARALLEL TO PANEL SPAN. USE 2110 MAIN - TEES 055 TYP. 'SSI WITH 4' LONG 214C CROSS - TEES. CEILING PANELS TO BE 1" . REF. COMPRESSED FIBERGLASS WITH THE DENSITY - 3 PCF WITH VINYL COATING ON EXPOSED SURFACE. SEE SHEET 3 OF 3 FOR CONNECTOR SCHEDULE. F2 .062 2 1 •'H' CONNECTOR IS REOUIRED WHEN BUILDING A 2- CONPONENT ROOM ON SITE • &H" AND IS NOT REOUIREDWHEN BUILDING A 2' MODULAR SYSTEM OR ON A SUPERWALL INSTALLATION WHETHER MODULAR OR COMPONENT: USE ALTERNATE "H' CONNECTOR F1 REQUIRED FOR H CONNECTORS ON SITE CONSTRUCTION (ALUM. 6063-T6) FOR 70 MPH WIND SPEED 421YP. ONLY. FOR 80 & 9jL MPH WIND SECS USE E WITH FOR 2- W 2.938' 4.249' .nj 2.110' 050' NP. N 3.610• rvri 0.050' 2- WALL L 5• .070• DEEP 0.062• 3 1/2" WALL 1.000'.250' x 90' NP. 3.710' - .062 0.84 OM BOTTOM CHANNEL 045- CORNER POST (ALUM. 6063 -TS) (ALUM. 6063-T6) © CORNER (ALUM. 6061-T6) -9.729" " 1'-11.958" .010 X 90 1.021 ' a i'-11.958" 1.021 ��TMp1.021 (3 IIPLCS) . (2 PLCS) 1'-7.53TSfP. � 7.531" 4'-4 083P 7' 1 14'-4[18f] -1.039 1'- 1.039"1 1.02 -1.021" .255' 6.570" 45' 010 X 90' 1-1.0 (6 PLCS)- REF. BOTTOM CHANNEL 4" -- BOTTOM CHANNEL 2" w(6063 -TS) (6063-T6) wffro i P PpFESti 4eAoQapVA,y� DATE REVISIONS 0 l No. 13857 h 4 05/18/96 1994 UBC � s m 1 1 T A Apt& IW1 fOt, i/'Q\ it U •1or •li ly OF CM& U BOTTOM CHANNEL (ALUM 6063-T5) DUAL TONE ELECTRICAL CHASE CONNECTOR (ALUM 6063-T6) TYP. DEEP TYP. (REF.) 391 225' TYP. .100 uT TYP. � I! 2.032' 82' ti �0 112.5 m' .010 DEEP X 90' T (4-TYP.) I 2.938' 4.249' .nj 2.110' 050' NP. N 3.610• rvri 0.050' 2- WALL L 5• .070• DEEP 0.062• 3 1/2" WALL 1.000'.250' x 90' NP. 3.710' - .062 0.84 OM BOTTOM CHANNEL 045- CORNER POST (ALUM. 6063 -TS) (ALUM. 6063-T6) © CORNER (ALUM. 6061-T6) -9.729" " 1'-11.958" .010 X 90 1.021 ' a i'-11.958" 1.021 ��TMp1.021 (3 IIPLCS) . (2 PLCS) 1'-7.53TSfP. � 7.531" 4'-4 083P 7' 1 14'-4[18f] -1.039 1'- 1.039"1 1.02 -1.021" .255' 6.570" 45' 010 X 90' 1-1.0 (6 PLCS)- REF. 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