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HomeMy WebLinkAbout041-610-001041-610-001 01-0851 DEWALT, LORRI , WILLIAMS RD. OROVILLE CONT: UNK r (nom I NEW SF r 041-610-001 01-0852 DEWALT, LORRI WILLIAMS RD OROVILLE CONT: UNK GARAGE f �nGl G( -1'I6 041 -6TH -001 /moi 074 DEWALT, RRI 3296 WILLIA ROVILLE CONT: BILL YR FIRE SP KLERS 041-610-001 01-2785 Fi,,o l N_ 16 DEWALT, LORRI 3296 WILLIAMS RD, OROVILLE CONT: FOX COMPANY FIRE SPRINKLERS 041-610-001 02-0281 DEWALT, LORRI 3296 WILLIAMS RD, OROVILLE CONT; JERRY TUCKER t ( -7-16 RETAINING WALL 041-610-001 05-13gp DEWALT, LORRIE 3296 WILLIAMS, OROVILLE Cont: ADONIS POOLS NEW POOL MSTR#01-507 041-6I0-001 AG 01-61 DEWALT, LORRI WILLIAMS RD OROVILLE AG EXEMPT PERMIT AL 64o -Lem e A -A aA6wl edyt.:j y m t: NOTES RESIDENTIAL 041-610-001 01-2785 ' PERMIT NOI..DEWALT5 LORRI • 3296 WILLIAMSRD; OROVILLE- CONT: FOX COMPANY FIRE SPRINKLERS SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER 4 i f. o- y JOB FINALED (Date) zl ( w Signature ,/ = OK 0 = Not OK - = Not Applicable MOBILE HOMES = Not 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'ft. P Nat. or / /"L"ft./ PLPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 1. Setbacks -Easements MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shing.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows-Ddors 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 (Single & Duplex) Date Underfloor (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ P Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 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. 5. Stemwalls, Main; Steel-Blockouts-Wrapped Infiltration -Walls -Windows 6. Stemwalls, Garage; Steel- Blockouts- Wrapped Date 6a. Hold Downs and Special Anchors Card B-1 Date Card B-1 7. Slab, Steel -Wrapped 63. 8. Piers -Fireplace Ftg.-Steel Smoke Detector 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 66. 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test G.F.I. & Bath Fixtures & Tub Access -Spa 11. Water Pipe; Test -Anchors -Regulator -Service Test 69. 12. Electric Underground Fireplace or Stove, Clearance -Hearth 13. Plenums & Ducts; Clearance -Material -Support -Ins. 91. Gas Test -Meters Tagged, Gas -Electric 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 94. Address Posted 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 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 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) dK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral ❑ 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 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 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 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing 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 79. Insulation -Foam -Looked in Attic 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. Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romer. 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 0 Yes 0 NoMalks 7 Yes U No/Planters 0 Yes _ 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 nnre r, rA c_1 n.e r_, c , Comments at Final: it 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) . -4 APPLICATION AND PERMIT 01-2885 ASSESSOR 641MLV W, VDEWALhVT, ZONING BUILDING PERMIT OWNER LORRI "' TT74846 SO. FT• OCC. BUILDING VALUATION . OWNERS 161nDVEL DR, CHICO 95973. 1.60 2,000.00 COUEPH NiRACT01'O bOM A� TE.7J4-.2730 CONTRACTORS OLIVE HWY, OROVILLE 95966 CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. FIIn Fee $ 20.00 Permit Fee $ 59.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ .30.00 BUILDING ADDRESS 3296 WILLIAM RD, OROVILLL Energy Plan Checking Fee $ $ PERMIT FEE $ 109.W LAT NO. SUBDMLSION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 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 ©. Describe Work: FIRE SPt2TIditl..ti`t2S Gas piping system 1 - 5 outlets 15.00 Building sewer _ 15.00 Mobile Home IS I GI W @20.00 PERMIT FEE $ ELECTRICAL PERMIT I Fling Feel 20.00 800OR SII Main Service zotl.OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class 0%ls Lic. No. � � �� OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service zoa� TO 1000A 46.00 NEW CONST, DWELLINGOCCUP. SO OR s a ACC. BUDS. 3.5¢Fr: NEW CONST. Er @G 7.50 NON-RESID. MULTI -OUTLET FOWER APPARATUS 8 SINGLE OUTLET CIR. 20 EX. Occup. OUTLET OR FDm1RES ®1'0° e.L @ .so Ex. Occup. oun s_RES16JOEE 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S 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. O' I have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier , STO7r MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number 27Z uAj Z 3 (The above sections need not be completed ff 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 fortwith compl" ith those provisions. X /� i-1, /, � Date /f%/ tYj Signature of 'Appl)carit /A3 Owner gyp' Contractor ❑ 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 $ 109.00 , D � IMP FLAoO CDF PARCEL I PO HD 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 11-6"2001 PERMIT EXPIRES ON 11-6-2002 ate Receipt No. y�ryr �t � WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT i 'a NOTES 7 /8 o f pft vtoiF Fomes Zo COXA i �i i �i k 1 r RESIDENTIAL j041-610-001 r 01-0852 DEWALT, LORRI I )i(o WILLIAMS RD OROVILLE CONT:UNK GARAGE SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) ` 7— Signature CHECKED BY V - OK 0 = Not OK - = Not Applicable • = Not Ready ' MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Zo ' Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements ootings; Soils -Size -Depth -Spacing -Connectors -Steel 2. Soils; Special MH Support Sketch MOBILE HOME INSTALLATION (Plans) OK except #'s 3. Sewer; Location -Test -Fall -C/O -Concrete Zoning Requirements -Setbacks -Easements 4. Water; Location -Test -Easement Needed (Sketch) Footings; Size -Spacing -Marriage Line 5. Electricity; Location-Clearances-Grnd-/ . /Amp -Concrete Gas; MH Test -Demand -Valve -Connector 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ PLPG Electricity; MH Test -Crossovers -Breakers -Clearances 7. Well Clearance & Disconnect Drain; MH Test -Fall -Flex Connector 8. Utility Clearance MISCELLANEOUS Date DECKS, COVE 2f, CARPORTS GARAGES (Plans) OK except #'s Date Zo ' Requirements -Setbacks -Easements Card B-1 Date Card B-1 Date ootings; Soils -Size -Depth -Spacing -Connectors -Steel Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch Date 11. Cert. of Occupancy Date 12. Permanent Foundation Only; License Decal Date FINAL (Plans) OK except #'s Date 1. Card B-1 Date Card B-1 Date 2. Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVE 2f, CARPORTS GARAGES (Plans) OK except #'s Zo ' Requirements -Setbacks -Easements ootings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms-Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Ca ; Windows -Doors r ills -An ch rs-Studs-Rftrs-Trusses lqr,Sidja�- Nailing -Veneer -Stucco -Mesh LDel<oof; 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 -GR 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 13-1 Date Card B-1 Date Card B-1 Date Card 3-1 V= OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (� Date 46. Underfloor (Plans) OK except #'s 47. Zoning-Setbacks-Easement -Flood-Slope tjr Ftg., Main; Soils-Elec. Gold.-/ (7i /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ P' Ftg. Depth ,4. Ftg., Porches & Decks; Soils-Steel-/ P' Ftg. Depth 5. Stemwalls, Main; Ste el- Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel-Wrapped 8. Piers-Fireplace Ftg.-Steel 9. D.W.V.; Fall-Fitting-Test-2 Way C/O-Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test-Anchors-Regulator-Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance-Material-Support-Ins. 14. Girders-Sills-Anchor Bolts-Joists- Vent s-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 63. PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent-Access-Combustion Air Battle 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-t 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 At 30. Range Circle / / ga Cu or AI-Oven Circ. / / ga Cu or At Insulated Neutral ❑ Yes Q No 31. Service-Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light-Shower Light-Spa Light 34. Smoke Detector 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings Date 86. Card B-1 Date Card B-1 Date 87. Card B-1 Date Card B-1 Date 88. MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace-Vent Access-Comb. Air-Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 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 jingle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rhr. Ties-Purlin-Roff Brac.-Truss-Shting.-Ring. 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-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 ❑ 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 B-1 Date Card B-1 Comments at Final: �.0 J0. (V OOUNTWY 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 ��+ ASSESSOR PARCEL NUMBER 041-610-001 ZONING U BUILDING PERMIT OWNER DLVALT LORRI TELEPHONE 332-9946 SO.FT. OCC. BUILDING VALUATION 816 U 14 688.00 OWNER'S MAILING ADDRESS 168 VAM DR. CHICA CA 95973 CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAULING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 14.6M.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 162.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 105.30 BUILDING RE�,,$s A F rA 54{, W.TLLTs Energy Plan Checking Fee $ PERMIT FEE $ • 30 LOT NO. SUBDNISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF 0, 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 ❑ Describe Work: GARAGE 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 Filing Fee 20.00 Main Service "*.A oR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License 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. El I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed 9 the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X �� AiA( / L / _ / p- Q_ Date 7 tj Sign tura of Applicant - ' Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service ro ,000A 46.00so NEW CONST. DWELLING OCCUP. SO IIE OR ( s ACC. BLDS. 3.50 L • AGNS. rNjOpygOByID MULTI.OUTLET @7,50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. ovnETORFDCTUREs 20 '.00 eAL .w Ex. Occup. OMD TiEDTs FI.16OERw 5.00 Temporary Service 23.00 • Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE i MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt S Mobile Home Installation Fee $ Energy Inspection Fee $ OCC U CONST. TYPE TOTAL FEE $ , 335.85 HAZ. _ P D. FLEES IMP FLOOD d cDF, J PAf��EL h � HD_ ISSUE This permit is hereby Issued under In the"Butte County Code and/or indicated above for which fees have By / PERMIT EXPIRES ON S//l the applicable provisions Resolutions to do work been paid. s f O Date /! z ate Receipt No. 315279/335.85 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT NOTES �16J 16 i, %�Sjo/ PLov/Dc ro/e'MS To I' 6(G To Pooe & O kW Ps/e-' 159 �t► :i i RESIDENTIAL 11-610-001 EWALT, LORRI A WILLIAMS RD. ON"f: UNK EW SF 01-0851 OR.OVILLE SPECIAL CONDITIONS CHECKED BY SRA //FLOOD CERTIFICATE REQ. AFIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPY Address GAS y Meter By Date Z ELECTRIC Meter By 9 Date JOB FINALED (Date) (— Signature V= OK 4. 0 = Not OK 2. - = Not Applicable MOBILE HOMES * = Not Ready Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails Date MOBILE HOME UTILITIES (Plans) OK except #'s 5. 1. Zoning Requirements -Setbacks -Easements Well Clearance & Disconnect 2. Soils; Special MH Support Sketch 8. 3. Sewer; Location -Test -Fall -C/O -Concrete MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 4. Water; Location -Test -Easement Needed (Sketch) 2. 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ PLPG 5. 7. Well Clearance & Disconnect Carports; Windows -Doors 8. Utility Clearance 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing Date Ext.; Steps -Doors -Landings Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 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, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J = OK 0 = Not OK - = Not Applicable RESIDENTIAL (� = Not Ready Date Underfloor (Plans) OK except #'s Date Zoning -Setbacks -Easements- food -Slope Card B-1 Q'*"Ftg., Main; Soils-Elec. Gr .-/'('V /" Ftg. Depth M NICAL (Permit) OK except #'s 3. Ftg., Garage; Soils-Steel-Elec. Grnd.•/ P' Ftg. Depth lk W. Ftg., Porches & Decks; Soils -Steel-/ P' Ftg. Depth Fireplace Ties or Type A Flue -Fireplace Throat Clearance Stemwalls, Main; Ste el- Blockouts -Wrapped ver an, Exhaust above insulation 6. $temwalls, Garage; Steel-Blockouts-Wrapped Hold Downs and Special Anchors Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 7. Stab, Steel -Wrapped F nace-Vent Access -Comb. Air -Return Air Vent 115 outlet L,00"Piers-Fireplace Ftg.-Steel / G( D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test erty Line Firewall & Openings 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors- Reg ulator•Service Test 12. Electric Underground Date 14o-15'ienums & Ducts; Clearance -Material -Support- Ins. Card B-1 irders-Sills-Anchor Bolts•Joists-Ve -C pies 61 V FTInsulation ccess & Ventilation Siding -Nailing Veneer Shit, i. t sbzDrip Screed -Fd. Vents-Underflr. Access Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 60. 17 Water Htr.; Vent -Access -Combustion Air Baffle ter Pipe; Test & Anchor -Nail Protection Insulation -Walls -Ceilings V.; Test Fittings & Anchor -Nail Protection 62. Shower Pan; Test, First Floor -Tub Access est Tub & Shower, Second Floor -Tub Access Gas Pipe; Sixe & Anchors Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 3. Fixture & Transformer Clearance -Ins. Protection Ext. Steps -Door & Sidelight Protection -Landings Elec. Receptacles Spacing -Lights & Switches at Doors 64. z9 -Poxes & No. of Conductors Stapled 00stalled Close to Edge of Studs & C.J. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection hol"Ectphr.'13round made up w/Mech Fasteners -Bond Gas & Water " 66. 2 Appliance Circuits in Kitchen & Conductor Size GFI Subfeed Wire Size / / ga. Cu or Al-A.C. Wire Size / / ga Cu or At G.F.I. & Bath Fixtures & Tub Access -Spa ,30. Range Circle/ / ga Cu or AI -Oven Circ. / / ga Cu or At Ins lated Neutral ❑ Yes U No 68. �SeryJetBisocfertdUctors rou ain Disconne --- v quip. Clearances Panels- Motors•Mech. Equip. Stairs & Rails Clgthes Closet Light -Shower Light -Spa Light 70. A Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date M NICAL (Permit) OK except #'s Cling. Joist-Rttr. Ties-Purlin-Roll Brac.-:rase-Shting.-Ring. lk A.C. Ducts Insulation & Support Fireplace Ties or Type A Flue -Fireplace Throat Clearance ver an, Exhaust above insulation Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles Condensate Drain & Overflow, Size & Grade Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions F nace-Vent Access -Comb. Air -Return Air Vent 115 outlet Framing Attic Access & Platform if Furnace in Attic erty Line Firewall & Openings Chsr�9arag r x� s Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s ps Proper Materials & Anchors W'Valls Studs -Nailing Spacing & Braces -Plates -Sound Bearing Walls over Girders & Floor Nailing Draft Stop in Walls (rat proof) 4 Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 4 Headers & Beams -Size & Bearing jingle & Duplex) Date FRAMING (Continued) Hangers -Post Caps -Anchors -Connectors Cling. Joist-Rttr. Ties-Purlin-Roll Brac.-:rase-Shting.-Ring. lk 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions Framing 4d!t�Pr2 erty Line Firewall & Openings Chsr�9arag r x� s Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection lywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. 57 Siding -Nailing Veneer Shit, i. t sbzDrip Screed -Fd. Vents-Underflr. Access Glazing Area -Glass Protection -Skylights -Plastic 513. hear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Inf iltration-Walls- Windows Date D 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 O 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-Clea rance 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 7 County Center Drive Oroville, California 95965 • Telephone (530) 538-7541 PERMIT No. (Rev. 12/96) tz APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 041-61 b -L01 ZONING BUILDING PERMIT OWNER /� TELEPHONE SO. FT. OCC. BUILDING VALUATION 2542 R 137,268.00 - OWNERS MAILING ADDRESS 16,R VAT7_ R. MTMI CA 95973 1332 C 0,316.00 CONTRACTORS NAME TELEPHONE Q5 0 A^ (J� CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace A-2 3,000.00 Total Valuation $ 1.9A.QAQ .00 ARCHITECT OR ENGINEER LICENSE NO. —Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ S a -n BUILDING ADDRESS WILLIAM RDCRE CA ,r,()I; i Energy Plan Checking Fee - $ 23.00 $ r PERMIT FEE $ 1 BAR.q() LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE V SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 161 .7.00 ],2.00 Solar or heat pump water heater 23.00 Water piping 15.0015.00 Each gas water heater or vent 15.00 t 00 TYPE OF WORK New 15 Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NN SF } Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 OQ r Mobile Home S G W @20.00 PERMIT FEE S ly ELECTRICAL PERMIT Filing Fee 20.00 .'Main Service zoo oA v s 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, �will do the work, and the structure is not intended or offered for sale. , as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit 1s 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' compensation laws of California, and agree that if I should become subject to the compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with lth/osse provisions. X J Date �l� UA /0— Y l} ' 6 Signat re of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or constructionf of structures over 3 stories in height. Main Service 200A TO I000A 46.00 Jfi 0() NST. ( ° a ACNcGO 3.50F°. R QS OR ADEW C NBiS NEW CONS . MULTI -OUTLET NON•RESID. @7.50 POWER APPARATUS a swGLE OurLET cIR. OUTLET OR FMRES t'oo Ex. Occu aALIXED 21 o .so Ex. Occup. OFUTrsMRM of 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 .. PERMIT FEE $ •y MECHANICAL PERMIT Fling Fee 20.00 Heating 4;PT,TT{)(� Cooling Hood 6.50 6. Sr, Ventilation 7 Q PERMIT FEt_ $ O • w Mobile Home Installation Fee $ Energy Inspection Fee $ 40*UU occ R3 CONST. TYPE VN TOTAL FEE $ j897.35 HAZ. D ES IMP F=X D cD PAZEL PAgcEi J HD ISSUE This permit is hereby issued under the applicable provisions in the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. �� By 4A"Date PERMIT EXPIRES ON / 1 �/,. . Date Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT (Rev. 12/96) COUNTY OF BUTTE - DEPARTMENT QF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541, APPLICATION AND PERMIT 02-0281 APPLICATION PERMIT NO. AU2 rpRJ��"Tl ZONING BUILDINGPERMIT OVOWRI DEWALT T "9846 SQ. FT. OCC. BUILDING VALUATION 155 OnW'4I TflJ4S RD, OROVILLE COpq{y'RT"s KER TELEPHONE CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER Fireplace 1,089.00 LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ SUILDINGADDRESS 3296 WILLIAMS RD, OROVILLE Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF XJ 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 d Describe Work: RETAINING WALL Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 - 800V OR LE Main Service .A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that 1 am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure, for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service TO 46.00 NEW CONST. DWEWNG OCCUCUP. EE OR ADDNS. a ACC. SLDS. SO 3.5¢Fr; NON.RESID. T.MULTI-OUTLET 97,50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup.GurIET OR raruREs 20 @ ' 00 BAL @ .50 Ex. Occup. OFuc� (RES) p,OEp 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE t MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE S 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.) ❑ 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/n(9M.�,[,tl�i� Date o`2 ' 0 �a p Signature of Applicant - ❑ Owner ❑ Contractor ❑ 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 $ 70.00 HAZ. D. FEES IMP I FLOOD I COF PARCEL I PO HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated ve for which fees have been paid. By Date Z I IS' v2 PERMIT EXPIRES ON 'Z11 sl D3 Dat Receipt No. 343194/$70.00 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT IT { COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION t 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SKEET OWNER: y J-C(iiA 1" ASSESSOR PARCEL NUMBERy Vim' l V Q 1 Proposed Building Use:Te- A I'vi le A N Counter Technician:7P Date:—���— Items required in order to apply Mir a permit. All boxes MUST be checked OR marked NA in order to apply. '�B) 1.. Plot plans, 3 or 4 sets, signed by the preparer of the plans. , ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. -P1 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ T. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................... ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the1ollowing items.) *004. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... Statement of Intent for Non -heated and A/C Buildings..............................Sanitation and plot plan approval from the Environmental Health Department in(Q�( ,City of Chico Plumbing permit.......................................................:................ ❑ 18. 'California Department of Forestry plan approval ❑ paid. Sent by: ...................... ❑ 19. Planning approval for (A) Use: (B)Parking: (C) Parcel Check: ❑ 20. Contact Land Development about Improvements, ❑ Drainage ............................... ❑ 21. Encroachment Permit for driveway fr9e Public Works De (construction approval prior to occupancy). ❑� 22, Pre -Inspection for � - required ................ O�d �3l Contractor's license.information. (Number, Name Style, -G i k s ation)...................... � L4. Worker's Compensation Carrier an licy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Giv n),. owner, ❑4atementt ailed o owner) ..................... ❑ 26. Letter of Signature authorization...., , , ........................................... ❑ 27. Recorded copy of Agricultural Ac nowledg trent .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: a� I ,g t L When issued Telephone and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: �/ 1� ( Date: Q_g-va ' �J 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by:Date: Z -5- v 2 Plans approved by: ;;;:7'Date: Z 1c a t Structural reviewed by: Date: cn Structural approved by: Date: Note transfer by: i✓//1 Date: Yellow:•Building Division COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 P RM�IJ NO. (Rev.�Z/96) APPLICATION AND PERMIT � 1f ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER L 1 TELEPHONE SO. FT, OCC. BUILDING VALUATION OWNERS MAILING AQ1DRESS Cly CONTRACTO S NAME / C �\ TELEPHONE - CONTRACT 'S MARINO DRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ w ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Permit Fee $ -CA) Plan Checking Fee $ so BUILDING ADDRESS Energy Plan Checking Fee $ $ — PERMIT FEE $ e -u LOTNO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome Other / SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK ' New ® Addition Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Gas piping system 1- 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 > PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service "' OR LEss 2o0A OR LESS 23.00 • *PERAAXT FEE PAlb SIM SHERIFF OTHER AAkbVNT RECEMb : 2d- "v w TO to KM � CO1 / U/ Main Service 200A TO I000A 46.001 NEW CONST.DWELLUP. ING OCC0. OR ADDNS. ( 6 ACC. S. 355FT. NEW CONST. MULTI.OUTLET NON-RESID. BRANCH IRCUITS@7.50 POWER APPARATUS & SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES 20 Q 1.00 SAL Q .50 _ EX. OCCU FIXED APP WS. OR OUTLETS RESID. EA S.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE _ MECHANICAL PERMIT Filing Fee 1 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ CW NA2. D. FEES IMP FLOOD COf PARCEL PD HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ONITE-D.D.S.•B.D. the applicable provisions Resolutions to do work been paid. Date Dere ceipt No. F CANARY -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 _ P Rrnl iJo ;Rev. 12/96) APPLICATION AND PERMIT AS SESSOR PARCEL NUMBER ^ �I _,/7 ZONING BUILDING PERMIT TELEPHONE SQ. FT. OCC. BUILDING VALUATION n r f k br . I n 4- R 2 c) - 0741/_ OWNER'S DRESS CONSTRUCTION LENDER LENDER S MAIUNG ADDRESS ARCHRECI On ENGINEER ARCHITECT OR ENGINEERS MAILING ADDRESS BL DrtIG ADOnESS LOT NO. I SUBDIVISION'S NAME NO. IPARCEL MAP USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome p -'Other SPECIFY TYPE OF WORK New QAddition Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: P't Afvl r'Yt/) 1,A11411 "PERMIT FEE i•I - SRA' OTHER S 70aU x.. 't' .1s �. �"^. t' `int-.' 1' 4�? ,� ;i,1�. , + �s'; k�• PERMIT FEE S ELECTRICAL PERMIT j Filing Fee; 20.00 Main Service, eoov OR LESS 200A OR LESS Fireplace Main Service ( 200A TO 1000A 46.00; NEW CONST. DWELLING OCCUP. OR ADDNS. ( a ACC. ZS. Total Valuation $ w— Filing Fee $ Permit Fee $ r% W Plan Checkinq Fee — $ Energy Plan Checking Fee $ $ PERMIT FEE Temporary Service PLUMBING PERMIT Filing Feel 20.00 Each Trap 7.00; Solar or heat pump water heater 23.00 Water piping 15.001 Each gas water heater or vent 15.001 Gas piping system 1- 5 outlets 1 5.001 Building sewer 15.00,! Mobile Home SIG W@20.001_ PERMIT FEE S ELECTRICAL PERMIT j Filing Fee; 20.00 Main Service, eoov OR LESS 200A OR LESS --- - 23.00;i Main Service ( 200A TO 1000A 46.00; NEW CONST. DWELLING OCCUP. OR ADDNS. ( a ACC. ZS. So NEW CONST. MULTI -OUTLET _NON-RESID. ( BRANrN CIRCUITS _3.50T. @7.501 POWER APPARATUS _ a SINGLE OUTLET CTR. Ex. Occup. (OUTLET OR FIXTURES Ex. OCCup.( FUTLIxEETS D APPWS. OR \ O(RESID.) EA / I S.00 i Temporary Service _ _ 23.00! Mobile Home Facilities 20.00; Misc. Wiring 23.00; PERMIT FEE I $ MECHANICAL PERMIT Filing Fee I 20._0.0 Heating Cooling Hood j j 6.501 PERMIT FEE ! S Mobile Home Installation Fee $ Energy Inspection Fee $ occ =!:FOTAL FEE $ � Gu T HAZ. I D. FEES I IMP I FLOOD I COF 1 PARCEL I PD I HD 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 Receipt No. PERMIT EXPIRES ON WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT Date 0 130 - Ex i.sTl Ncj WELL W/ i Jam' jZ, PF SE rTIc SYS, i r(LE a AfLEA . (Ato t �I FA NEW SEpTt✓ 4Y4,1EM i �RoFbs�d • P -).'-',O P 0 S G Re -TA !.AJ A/ WA LL � N cit rER- BUTTE co IAF -Al- } N i oef' '. i ,j it pLSIGNAT D.. LEa�H l EILD � V-E� . �� w CT&WEL DRIV E i l E.H. US ONLY Not Plan Attached Floor Plan Attached Sent to 8.0.-= TO: Building Department FROM: Environmental Health (� SUBJECT: Sanitation Clearance Locr,t Owner Location AP# Plan Approved forte: wSewage Disposal Clearance for ✓ delling. Other Hold final for: Final clearance O.K. for: NOTE: Environmental 8/96 Itti S cialist Water Supply: Public Private Well Date Ip .. 71s, -�IsTIH<� WELL w/ Icy F-- of SErTIc S H Ew Ger L, sYe'f EM � pF� FAME co, 4--AL74 SEPT- APPROVED Butte County Environmental Health F-RaF05.E D...3No"� :. f F-OFbsf✓D CtAgActr_ rlzbPosED .. Haus;E . _ PT)14P0Z>G0 RE-ra(iViN � u1 N N f � I I VESICiHA-T o.. Le,�H FEiL0 AR.CA . .Clp\VEL DRIVE ------------- o�l- Bio-ooh- 000 EXI.e;-'TjHGj WELL W/ V-- PF SErTIC SYS', r(-E:a AIL&A. NEW GE:r-ri!:. d3Y41TEH M - IKYTTE co MAUN f RofbS�v -ClAgActre, rizaposep.. Hws�a. - - I P-J� PO ZG 0 RE --M A/ W A V 6,SIGHA-TF,D...LE,k-,H F- 1 LD Alt CA . . . .. . .GfAvp-L DRIVE oi 10 T au,' tA f RofbS�v -ClAgActre, rizaposep.. Hws�a. - - I P-J� PO ZG 0 RE --M A/ W A V 6,SIGHA-TF,D...LE,k-,H F- 1 LD Alt CA . . . .. . .GfAvp-L DRIVE oi 10 'P. -rs O QRpF E SS/pN 4 �F OG•R(i F w No. 58201 m * XP 06-30-02 .1 gTFGF CAL\F0� RETAINING WALL s i v b� #4 @ 1'-0"o.c. CONT. 2" CLR. TO VERTS., TYP. "C" BARS @ 12" CMU I o IN O A U) = U) = � w C) 3 I 8" C.M.U. GROUT SOLID �— "B" BARS "C" BARS #4 @ 2'-0"o.c HORIZ. TYP. PROVIDE FILTER FABRIC OVER 6-8" DRAIN ROCK w/ 6" PERFORATED PIPE DRAIN TO DAYLIGHT "A" BARS �T 2-#4 CONT. 1'-3" I. "B" SITE RETAINING WALL SITE RETAINING WALL & FOOTING SCHEDULE WALL HT. "B" 111, L" "A" BARS "B" BARS "C" BARS H<4'-0" 3-0" 1'-0" #4@24"O.c. #4@24"o.c. #4@24"o.c. 4'<H<6' 4'-0" 1'-4" #5@24"o.c. #4@16"o.c. #5@16'O.c. 6'<H<8' 5'-6" 1'-4" #5@16"o.c. #5@32"o.c. #6@16"o.c.' 8'<H<10' 6'-0" 1'-6" #6@16"o.c. #5@16"o.c. #7@16"o.ca. t, O2 -o28/ CWNTY LDING DEPARTMEN) NOTE: "C" BARS EXTEND 60 BAR 0APPRO �FQABOVE FOOTING, MIN. Z//5A 2 P RETAINING WALL FOR HILLARY HIGHT 3296 WILLIAM ROAD OROVILLE, CA from floe design desk of.... DRAWN DR CHECKED , DATE 02/07/02 SCALE NONE PRCJ.# 02-007 Title : Hillary Hight Job # : 02-007 Dsgnr: DR Date: FEB 7,2002 Description.... Soil Density Passive Pressure 110.00 pcf Water table height over heel FOOTING DATA CANTILEVERED RETAINING WALL DESIGN Page 1 of 2 GENERAL Heel Width SOIL DATA Total Footing Width Retained Height = 5.96 ft Allow Soil Bearing = 1,200.0 psf Wall height above retained soil = 0.50 ft Equivalent Fluid Pressure Method 2,090 ft-# Slope Behind Wall = 0.00 :1 Active Soil Pressure - Heel Side = 35.0 psf Height of Soil over Toe = 12.00 in Active Soil Pressure - Toe Side = 35.0 pcf Soil Density Passive Pressure 110.00 pcf Water table height over heel FOOTING DATA Toe Toe Width = 1.25 ft Heel Width = 2.75 Total Footing Width = 4.00 Footing Thickness = 16.00 in 250.0 pcf 0.0 ft SLIDING DATA Friction Factor @ Footing & Soil = 0.300 ...neglect ht. for passive = 0.00in Lateral Sliding Force 835.6 DESIGN SUMMARY Total Bearing Load = 2,807 lbs Summary of Stem Section Designs.... ...resultant ecc. = 5.47 in Top: 8 in Mas, #5@16.00 in@Edge, From 6.5 ft to 0.0 ft Soil Pressure @ Toe = 1,181 <= Toe less Passive Pressure Force = - 680.6 lbs KEY DATA = 1,654 less Friction Force = - 842.2 lbs Distance from Toe = 1.00 ft Added Restraint Force Required = 0.0 lbs Width = 0.00 in 0 ft-# Depth = 0.00 in 2,090 ft-# FOOTING DESIGN RESULTS = 8.42 Key Reinforcement: Not Req'd = Mu<S`Fr 15.40 psi fc = 2,000 psi Minimum Footing Rebar Options...... Fyo = 60,000 psi Minimum As /o = 0.0018 Toe Side...... Heel Side.... Rebar Cover @ Top = 2.00 in Not req'd Not req'd Rebar Cover @ Bottom = 3.00 in Mu < S' Fr Mu < S' Fr DESIGN SUMMARY Total Bearing Load = 2,807 lbs Summary of Stem Section Designs.... ...resultant ecc. = 5.47 in Top: 8 in Mas, #5@16.00 in@Edge, From 6.5 ft to 0.0 ft Soil Pressure @ Toe = 1,181 <= Toe Heel ACI Factored Soil Pressure = 1,654 311 psf Mu': From Upward Loads = 1,501 0 ft-# Mu': From Downward Loads = 436 0 ft-# Mu: Used For Design = 1,065 2,090 ft-# Actual One -Way Shear = 8.42 Key Reinforcement: Not Req'd = Mu<S`Fr 15.40 psi Allowable One -Way Shear = 76.03 76.03 psi DESIGN SUMMARY Total Bearing Load = 2,807 lbs Summary of Stem Section Designs.... ...resultant ecc. = 5.47 in Top: 8 in Mas, #5@16.00 in@Edge, From 6.5 ft to 0.0 ft Soil Pressure @ Toe = 1,181 <= 1,200 psf Soil Pressure @ Heel = 222 <= 1,200 psf ACI Factored Press @ Toe = 1,654 psf ACI Factored Press @ Heel = 311 psf Footing Shear @ Toe 8.4 <= 76.0 psi Footing Shear @ Heel 15.4 <= 76.0 psi WALL STABILITY RATIOS Overturning Stability Ratio = 2.98 Sliding Ratio Ratio = 1.82 RetainPro V4.Oa (c) 1989-96 ENERCALC Title Hillary Hight Job # : 02-007 Dsgnr: DR Date: FEB 7,2002 Description.... CANTILEVERED RETAINING WALL DESIGN Page 2of2 SUMMARY OF OVERTURNING & RESISTING FORCES & MOMENTS .....OVERTURNING..... .....RESISTING..... Force Distance Moment Force Distance Moment Item lbs ft ft-# lbs ft ft-# Heel Active Pressure 930.9 2.43 2,263.1 Soil Over Heel Sloped Soil Over Heel Surcharge Over Heel Adjacent Footing Load Axial Dead Load on Stem Toe Active Pressure Soil Over Toe Surcharge Over Toe Stem Weight(s) Earth @ Stem Transitions Footing Weight Key Weight Vert. Component Added Lateral Load Load @ Stem Above Soil 1,365.8 2.96 4,040.6 0.00 -95.3 0.78 -74.1 137.5 0.63 85.9 503.9 1.58 797.8 800.0 2.00 1,600.0 1.00 TOTALS = 835.6 O.T.M. = 2,188.9 2,807.2 R. M. = 6,524.3 'Vertical component of active pressure used for soil pressure Toe Surcharge Not Used To Resist Overturning Resisting/Overturning Ratio - 2.98 Heel Surcharge Not Used To Resist Overturning STEM CONSTRUCTION & DESIGN Top Stem Stem OK Design at this height above ftg = 0.00ft Wall Material Above "Ht" = Masonry Thickness 8.00 in Rebar Size = # 5 Rebar Spacing = 16.00 in Rebar Placed at = Edge Design Data fb/FB + fa/Fa _ 0.999 Total Force @ Section = 604.1 lbs Moment.... Actual = 1,229.1 ft-# Moment..... Allowable = 1,229.9ft-# Shear..... Actual = 9.81 lbs Shear..:..Allowable = 19.36 psi Bar Embed ABOVE Ht. = 15.55 in Bar Embed BELOW Ht. = 6.00 in Wall Weight = 78.0psf Rebar Depth 'd' = 5.75 in Masonry Data fm = 1,500 psi Fs = 24,000 psi Solid Grouting = Yes Special Inspection ' = No Modular Ratio 'n' = 25•?8 Short Term Factor = 1.000 Equiv. Solid Thick. _ 7.60in Concrete Data fc = Fy = RetainPro V4.Oa (c) 1989-96 ENERCALC LV 8" Mas w/ #5 @ 16.in o/c Solid Designer select all horiz. reinf. 5'-11 1/2" 1'-4" 6-5 1/2" I SOO Oo,,o C. I EX H<1 WELL W/ -.IW' F-- PF SErTIC SYS. NEW Germ, e-3Ye-'TEH Mfl- I&VTTE-C-41. 4F-ALT4 11 P-)ZC PO S C 0 -R F--rA (AJ W A 1N i I II Ti �.. � , i Ali j pF,-SlC-if4A-TFP%D.. LEA --H LO AV-r--. -VEL DRIve 's V- A (Rev. 12/96) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 APPLICATION AND PERMIT 01-2785 PERMIT NO. asSESSORPaR F�}N_gIEa_OO1 �f 1 U ZONING BUILDING PERMIT OWNER DEWALT, LORRI TELEPHONE 332-9846 SQ. FT. OCC. BUILDING VALUATION OWNERS 168�VAIL DR, CHICO 95973 1.60 2,000.00 CONTRACTOR'S NAME FOX COMPANY TELEPHONE 532-2730 CGNTRACT 3995 OLIVE HWY, OROVILLE 95966 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 59.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 30.00 BLI LO NG A0DRESS 3296 WILLIAMS RD OROVILLE Energy Plan Checking Fee $ PERMIT FEE S 109.00 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 1 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY 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 CC Describe Work: FIRE SPRINKLERS Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service '*.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class (� 16 Lic. No. — 3& OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 1 have and will maintain workers' compensation Insurance, as required by Section \ 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier , 7r- 9'041P Policy Number Z 7 Z- UN Z 3 (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 fo with comp ith those provisions. X Date L D Signature of ApI916ao Owner 9Contractor ❑ Agent An OSHA permit is req Ired for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service TO tOooA 46.00 WELL200A NEW CONST. DWELLING ACC. OCCUP. SO OR ADDNs. a ACC. BLDS. 3.50NEW x; NOIR SID ' MUL H CIR UITS I @7,50 PowER APPARATUS 8 SINGLE OUTLET CR. 20 EX. Occup. OUTLET OR FORURES a4L ®1.50 Ex. Occup. oF"rLITi Ate%°EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt S Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 109.00 D. FEES IMP I FLOOD I COF PARCEL I PD I HD ISSUE This permit is hereby Issued under the applicable provisions Of the Butte County Code and/or Resolutions to do work indica a ova for ich fees have been paid. B s/'^� ` Date 11-6-2001 Y PERMIT EXPIRES ON 11-6-2002 ate Receipt No. 336795$109.00 WHITE-D.D.S.-B.D. CANARY -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 (Rev. 11APPLICATION AND PERMIT PERMIT No. ASSESSOR PARCEL NUMepA ZONING V BUILDING PERMIT OWNER TeLtFLwNe SO FT OCC. BUILDING VALUATION 4(�I OWNERS ►WINO ADDRE88 TEUgIgNE�/ +/ j �ORF;O 0Z,'Ex. orTtEi'S EsiO. EA. 20 O I.•�SO 5.00 coNTRAcrunY� � ,r Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring CoolHeating oolin 23.00 ceNsrFucnoNLENDER — 8.50 LENDER'S MNUNO ADORESB —•-- Fireplace ARCNrrECT OR ENGINEER Total Valuation S LICENSE NO. Filing Fee $ ' ARCNRECT OR ENGINEER'S MARjNO ADDRESS Permit Fee g 20.00 LLUILOINO ADDRESS ? I Plan Checking Fee $ r i• zi aJ Energy Plan Checking Fee S COF PARCEL, I PD $ �QTNO suaDIVISION'SHAME PERMIT FEE PARCEL MAP. , PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE Each Trap 7.00' SFO Duplex ❑ Mobflehome ❑ Other Solar or heat um water heater 23.00 Water i in SPECIFY 15.00 TYPE OF WORK Each gas water heater or vent 15.00 New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ other ❑ Gas piping system 1 - 5 outlets 15.00 Describe Work: Building sewer 15.00 I�G Mobile Home I S I G W (920.00 PERMIT FEE E -- ELECTRICAL PERMIT Fling Fee 20.00 Main Service OOOv OR LESS soon oR LESS 23.00 ` Main Service 200A TO IOWA 48.00 NEW CONST.WELLNp ( DOCCUP. OR ADONS. 6 ACC. SLDS. 3.50F°: NON-RESID. MUM -OUTLET @7.50 *PERMIT FEE PAX® SRI . SHERIFF OTHER AMOUNT RECEIVE® .r -x. uccup. OCCUP• - j �ORF;O 0Z,'Ex. orTtEi'S EsiO. EA. 20 O I.•�SO 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring CoolHeating oolin 23.00 PERMIT FEE E J /� (% Gv ' MECHANICAL PERMIT Fling Fee 20.00 CoolHeating oolin Hood 8.50 Ventilation PERMIT FEt: Mobile Home Installation Fee t $ Energy Inspection Fee S ® 000 COPW-rVPIETAL FEE $ 1d q,NAZ. FLOOD COF PARCEL, I PD 1 m67 � . Indicated above for which fees have been paid. "RECE 1 _ a6 A T® ®E By Date PERMIT EXPIRES ON ro '�T/,�i`.'r"f'in}�-�,��r�_if_±�rinT+rL.L.��i��M�ir'� `'�Y.��-,rs:•'+1► �i�' .a r -ay rrY�.�vRJ�.�. �Jy ,t�`r'+^a,'..--f�""'. �'�.+rr.�. COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICA TION DA TA SHEET OWNER: ASSESSOR PARC .)]UMBER: -6ril Proposed Building Use: - i Building Inspector: Date:_ -`(s 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 iiems have been submitted -------------------------------------------------------------------------------------- 02. Plot plans, 3/4 sets, signed by the prepaker of plans. ---------------------------------------------------. ❑3. Complete plans, 3/4 sets, signed by the preparer of plans. --------------------------------------------- . Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. 1:15. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! --------- ❑ 6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑9. Manufactured Home data and installation instructions including Tie Down Specifications.-----------------= Id 0. Fees of $ !:s --------------------------------------------------------------------------------- ❑ 11. Impact f s 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. -inspection for required. Permit for driveway (construction approval prior to occupancy). ---------------------------- Pre -inspection ReBuilding Request to Bung Inspector on �te) ontractor's license information. (Number, Name Style, Classification). ------------------------------------ 2 . . Workers' Compensation carrier and policy number. ----------------------------------------------------------- 2�. Owner -Builder Verification (Given to owner El, Mailed to owner 0) - -------------------------------------- 4. Letter of signature authorization.-------------------------------------------------------------------------------- ❑ 25. Recorded copy of Agricultural Acknowledgment Statement. E126. Letter of intent on building use. --------------------------------- 1127. Manufactured Home utility clearance. -------------------------- 028. Existing violations and/or expired permits. -------------------- E329.' ------------------ ❑29. 11433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 030. Other: When you issue the permit, process as follows ❑ Mail to owner, ❑Mail to contractor. '❑ Telephone 007S -1q -?r1 and hold for pickup at • areal . �IK office. ❑ Deliver with inspector. Applicant: J `G' U 7d d/ Date: Copy, of H z Mat form sent ❑ Health Department, ❑ Fire Dep Air Pollution Date: Copy of plans sent ❑ Health Department, 11 Fire Department Oth 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, b 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, ❑ BuildingDivision counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: VAImir 1^nni, - n—.,t--+ n ... i-1__ _ T'__' _' _ __ 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: L6 (11 � ASSESSOR PARC ER: Proposed Building Use: VjY,r Sd)(1r)K1e(S Building Inspector: Date: At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: ❑ 1. All items have been submitted. 02. Plot plans, 3/4. sets, signed by the preparer of plans. l Complete plans, 3/4 sets, signed by the preparer of plans. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ❑6. Energy Design Compliance and supporting documentation. 07. Statement of Intent for Non -Heated and A/C Buildings. ❑ 8. Hazardous Material Form. ❑?. Manufactured Home data and installation instructions including Tie Down Specifications. PA 0. Fees of $ t ❑ 11. Impact fees as shown on the attached schedule. ❑ 12. California Department of Forestry plan approval/fees. 1:113. Flood elevation certificate. ❑ 14. Sanitation and plot plan approval Health Department. 1115. 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. Encroachment Permit for driveway (construction approval prior to occupancy). ❑2/00 Pre -inspection for required. X1'21. Contractor's license information. (Number, Name Style, Classification). El 22. Workers' Compensation carrier and policy number. W. Owner -Builder Verification (Given to owner 11, Mailed to owner 1:1).. Letter of signature authorization. 025. Recorded copy of Agricultural Acknowledgment Statement. ❑ 26. Letter of intent on building use. ❑27. 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: When you issue the permit, process as follows ❑ Mail to owner, ❑Mail to contractor. IRTelephone �� S — ��j 7 Cj and hold for pickup at 0 A0k, office. ❑Deliver with inspector. Applicant: J � L Date: I 30 d EXPIRATION OF APPLICATION Applications for which a permit has not been issued, will expire by limitation one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan checking fees for work plan checked and other department costs are not refundable. Original - Applicant E - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION COUNTY OF BUT� 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT -NO. (Rev. APPLICATION AND PERMIT 041 86PARCEL NUMBER 10-001 ZONING U BUILDING PERMIT OWNER DEWALT LORRI TELEPHONE 332-9846g16 SO. FT. OCC. BUILDING VALUATION U 14 688.00 . OWNERS "UNG ADDRESS 168 VAIL DR. CHICO, CA 95973 CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 14 688.00 ARCHITECT OR ENGINEER LICENSE NO. Fee $ 20.00 —Filing Permit Fee $ 162.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 105.30 BUILDING!M( S Energy Plan Checking Fee $ $ PERMIT FEE S.287.30 LOT NO. SUBDIVISIONS NAME - PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUC,TURE SF EX Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New N Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: GARAGE Gas piping syste!n 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S G W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service '.'A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License 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. p� 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 sow TO LuooA 46.00 CONST. DWELLNG OCCUP. OR ( w 3.SQFT.. 28.55 - CONST. MUL"cTcou.TLSEr NON-RESID. 97.50 PSOr APPARATUS a swG.OLmFr CIR. EX. Occup. OUTLET OR FIXTURES BAL @ I. .000 Ex. Occup. oin FLIEis Aa.) EA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 48.55 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier 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.) Lf I certify that in the performance of the work for which this permit is issued, I shall not employ any person In any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X_ ,�/1/)�( Z Date / d Sign tura of Applicant - wrier ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" 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 FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ 11 CONST. TYPE VN TOTAL FEE $ 335.8 HA2. D. FEES IMP — X FLOOD X CD PARCEL X PD X HD ISSU This permit is hereby 'ssued under the applicable of utte County ode and/or Resolutions in cafe for hich fees have been By PERMIT EXPIRES ON �L� provisions to do work paid. r - ate ReceiptNo. 315279/335.85 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD-APPLICANT(Date) 01 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 ��4 a ASSESSOR PARCEL NUMBER ZONING 0. BUILDING PERMIT OWNER TELEPHONE L /� LUL SO. FT. OCC. BUILDING VALUATION OWNERS MAI NO,A00 SS V L �� /GO �• . •CONTRACTOWS C/NAM_ E [ �\ &21V �1A J �/1 lO , TELEPHONE CONTRACTORS MAILING ADDRESS (/ CONSTRUCTION LENDEA LENDER'S MAIUNG ADDRESS EFireplaceARCHITECT OR ENGINEER tlon $ LICENSE NO. Filing Fee $ 20.00 ARCHrTECT OR ENGWEERS MAIUNG ADDRESS Permit Fee $ o a BUILDINGADORESS Plan Checkin Fee $ D L(J ( L L ( Fqk;4S XO01M Energy Plan Checking Fee S 6e5 otm�s RESID. EA. $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PERMIT FEE I Mobile Home Facilities 20.00 PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE Each Trap 7.00 SF ❑ Duplex ❑ Mobilehome ❑ Other Solar or heat um water heater 23.00 SPECIFY Water piping 15.00 I TYPE OF WORK Each gas water heater or vent 15.00- 5.00 1 New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Gas i in stem 1 - 5 outlets 15.00 Describe Work:� Building sewer Mobile S G 15.00 Home W (020.00 3 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 -"""-"' -�--- Main Service aoov oR LEss .(,A OR LESS 23.00 • E1 Main _Service PGOA TO 1000A ) 46.00 *PERMIT FEE PAID SRA '- SHERIFF OTHER AMOUNT RECEIVED *RECEIPT NUMBER * TO BE PUT INTO COMPUTER .50 I Ex. Occup. OUTLET OR FCLTUREs 20 ® 1.00 Ex. OCCU FIXED APPLNS. OR BAL .SO otm�s RESID. EA. 5.00 f Temporary Service 23.00 I Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S MECHANICAL PERMIT Fling Fee 20.00 -UUU 6.5J --. Ventilation PERMIT FEL: $ Mobile Home Installation Fee $ Energy Inspection Fee $ Oco cDNST" T AL FEE $ HAZ• O. FEES F4(x�p DF P EL This permit is hereby Issued under the applicable provi ons of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By PERMIT EXPIRES ON Date COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET 1") OWNER: ASSESSOR PARCEL ER: ©0 Proposed Avdfd g se: Building Inspector At time of permit application, I was dvised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1.All items have been submitted .------------------------------------------------------------------------------------- Ont plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ CComplete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 06. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of'Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- El8. Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑9. Manufactured Home data and installation instructions including Tie Down Specifications .------------------ ❑ 10. Fees of $------------------------------------------------------------------------------------- W. Impact fees as shown on the attached schedule. --------------------- . California Department of Forestry plan approval/fees.------------- F 13fjPW elevation certificate. -------------------------------------------- . 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: 6 )C,— (B) Parking: _ ❑ 18. Contact Land Development about qImprovements, ❑ DrainageXLegal Parcel. El 19. Encroachment Permit for driveway (construction approval prior to occupancy). --- 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. ----------------------------------------- ------------------ ❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- 024. Letter of signature authorization. -------------------------------------------------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- ❑ 26. Letter of intent on building use.----------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance.--------------------------------------------------------------------------- Li f (Date) 028. Existing violations and/or expired permits. ---------------------------------------------------------------------- 9. 433 A, ❑Grant , ❑ M. tie, ❑ Check to H.C.D $ . --------------- .0 er: (��� S Q( WheZD1, u issue the ermiitt, prroo qr follows ❑ Mail to owner, ❑Mail contractor. ❑ T one 3 t p kO and hold fopickup at © office. 11 Deliver with inspector. Applicant: 01 Date: Copy of Haz-Mat form sent o Health Department, ❑ Fire Department, o Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, o O er: Date: By: 1. Index permit application for the above items numbered: st 1 ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ p one, o mail, o Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by o phone, ❑ mail, o Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by o phone, ❑ mail, o Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: WQ Date: Q s 0 Plans approved by: k �' _ Date: _S Sets of plans on hold in 11 Plan Cabinets [],A.P. folder. Note transfer by: Date: 1-7 1 ar s . .. . ........ ................... 7c/. Soo ce WELL W1 -1001 (,I PF- sErTic SYS, E AR 7jA NEW GE:r7r, 43Y4,-TEt-4 rE-F- IELYTTE- c.o 4EAUT4 egf N RID Rofbse:,12 Clkp\cTr--- rwosep.. Hws-a. - , i -1)l..:..... . - - - . i t? F- -5 161 H A -T F, A o LEAN .FE -1 L 0 AV- r-- . .c7,\vF-L DRIve A�4-.1 �,� � o��-��o-oo,-000 TI L egf N RID Rofbse:,12 Clkp\cTr--- rwosep.. Hws-a. - , i -1)l..:..... . - - - . i t? F- -5 161 H A -T F, A o LEAN .FE -1 L 0 AV- r-- . .c7,\vF-L DRIve A�4-.1 �,� � o��-��o-oo,-000 'COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive Oroville, California 95965 • Telephone (530) 538-754 PER IT NO. (Rev. 12/96) AP LICATION AND'ERMIT ASSESSOR PARCEL NUMBER 041-610-001 ZONING 11 BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDINGVALUATIONVALUATION 2 O OO . OWNER'S MAW ADDRESS 2 C 17 316.00 CONTRACTOR'S NAME TELEPHONE 195 0 65.00 CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER Fireplace A-2 3,000.00 LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. -Filing Fee $ 20.00 Permit Fee $846-00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $549 90 BUILDING ADDRESS WTT JJAMS RD. DROVE LE, CA () 9966 Energy Plan Checking Fee $23.00 PERMIT FEE S14*18-90 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE X SF © Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 12.00 -161 Solar or heat pump water heater 23.00 Water piping 15.00 5.00 Each as water heater or vent 15.00 15.00 TYPE OF WORK New jai Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW SF Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.0 Mobile Home I S I G W 920.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service noon OR mss 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. NO. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1 as owner of the property, or my employees with wages as their sole compensation, Vilill do the work, and the structure is not intended or offered for sale. as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed ff 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 ff I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall fcolhwith comply with those provisions. / / �r G ` X • c Date / il Si nat re of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavati s over 60" deep and demolition or co truction of structures over 3 stories in height. Main Service 200A TO 1000A 46.00 NEW CONST. DWEWNG OCSUP. 3.5QF°: OR. Aoca� ( MU Ou�TL =RESID. @7.50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES 20 @ 1'00 BAL p .w Ex. Occup. D7n D R'.,6.oEA, 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S MECHANICAL PERMIT Fling Fee 20.00 Heating qpl :[T in I Cooling t Hood 6.50 Ventilation 4.50 9 PERMIT FEI_ $ 65.50 Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 occ R3 CONST. TYPE VN TOTAL FEE $ 1807 D PES IMP - X FLOOD X CDF PARCEL X PD X HD ISS yf This permit is hereby Issued under Of the Butte County Code and/or indicated above for which fees have By , PERMIT EXPIRES ON I the applicable provisions Resolutions to do work been paid. ate 6 ® r 12 IDet ReceiptNo. 315279 652.90 WHITE-D.D.S.-B.D. CANARY -ASSES R PINK-INSPEC OR G LD NR -APPLICANT cc ,.COUNTY OF BUTTE'- DEPARTMENT OF DEVELOPMENT SERVICES CES -BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT 0_L --68 51 ASSESSOR PARCEL NUMBER J _ v ZONING BUILDINGPERMIT OWNER _ TELEPHONE SO�Fr. OCC. BUILDING VALUATION OWNERS ORE� O CONTRACTOR'S NAME TELEPHONE l ,-0o CONTRACTORS MAILING ADDRESS G� ✓ • O CONSTRUCTION LENDER LENDER'S MAILING ADDRESS ARCHITECT OR ENGINEER LICENSE NO. Fireplace - Total Valuation $ Filing Fee 20.00 ARCHITECT OR ENGINEERS MAILING ADDRESS BUILDING ADDRESS Permit Fee $00 G� Plan Checkin Fee $ Energy Plan Checking Fee $ 4 00 $ PERMIT FEE $ LOT NO. SUBDNIS IONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SFDuplex ❑ Mobilehome ❑ Other SPECIFY Each Trap / 7.00 ' Solar or heat pump water heater 23.00 Water piping 15.00 % o0 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 46 Each gas water heater or vent 15.00 �S a Gas piping system 1 - 5 outlets 15.00 f a0 Building sewer 15.00 00 Mobile Home S G W @20.00 PERMIT FEE $ ad ELECTRICAL PERMIT Fling Fee 20.00 — -- - ----- zow OR LEssLESS Main Service e00v oR LE. 23.00 - • i 1 i *PERMIT FEE PAID f �� SRA ✓ - SHERIFF OTHER $ y�y' AMOUNT RECEIVEb L O . *RECEIPT NUMBER * TO BE PVT INTO COMPUTER Main Service 200A TO IOOOA 46.00 .' UP. S0. NEW CONST. ( DWELLING s3.SQ OR ADONS. FT. a NEW CONS MULTI.OUTLET NON-RESID. @7.50 POWER APRATUS A SINGLE OUTPALET CIR. EX. OCCU OUTLET OR FD(TURES ZO O I'OO BAL @ .50 EX. OCCU FIXED APPLNS. OR OUTLETS ESID. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring...23.00 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating d• Coolin Hood 6.50 0 Ventilation ! S6 Ov PERMIT FEt it Mobile Home Installation Fee $ Energy Inspection Fee $ 60 CONST. � TO AL FEE $35 �Z• D. ES I I FLOOD CD p EL I V D 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 ra S 5 • .. COUNTY OF BUTTE t. DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 � 1 SCHEDULE OF FEES DUE OWNER Zofdrl� K 1P�� r A. P. # PROPOSED BUILDING USE DATE RECEIPT # DATE REC. 1.. BUILDING PERMIT FEES (� --Balance Due ........................................................ $ --Additional Fees Due ............................ :............... $ --Additional Fees Due ............................................ $ --Revised Plan Checking Fee ................................. $ 2. SCHOOL DISTRICT FEES DD 1 r1 R On E r' lfrI (paid at District Office) 4-03. SHERIFF FEES (paid at Building Division) Residential .................................... I x $360.00 = $L/ Units Commercial (sq. ft.) ...................... x $0.03 = $ Sq.. ft. 4. URBAN AREA FEES Residential ............................ x = $ # Units Amt. Commercial (Sq. ft.) ............. —x.=$ Sq. ft. Amt. 5. RECREATION DISTRICT FEES �)U (hA M R210- 5-16 -6T7 P 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) ` 8. WATER TENDER FEES (Battalion #- "3) $200.00 (paid at Building Division),ry� 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Building Div. 2nd Copy - Applicant 3rd Copy - Owner _ (Rev. 6/00) 2,o 1-7, 2' 13 0 Zoo -"EXIsTINcj WELL W/ of SErc SYS, �(?-E E AR -F --A. _m Fos. E D_ ._ KoFb5�D C'A r_ � fU'�r PIz-bPoSEP . . _ N NEW SEp'TI✓ SY4TEM � N f E(L F-W?T E Esic,NA-T F -o LEAr-H FILO AREA. CfAvF-L. DRIVE . l oil -bio-ooh -000 202-1,21 % - .: E � .Is7INGI WELL w/ � �� S e- D GSA r ST1c ICol z. of YFidISSE . _ r(? -E rz- AR -EA. cn r _ N K EW SEPI I ; 13Y4.,'IEH N I'ER- BUTTE c o T4 ' 1 pEfT 1 TI VrS1GNA-TFD. LF-,k, i EI LO AIZ C Cry\VEL DRIV E Flo - ooi = 000 �--'-•lraxawl*.7rtr+�ip•.t'� t„ !T�"f+Y3r+w�'rr►�'x-�.;+li.rt�: h.�j '�k}.�'y+f17�7�trla'.: '""'`d`r't"�.� j"iti�; ' ' 1y 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: I T ASSESSOR PARCEL ER: / a / - /,g//)r Proposed Building Use: Building Inspector: Date: At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ All iiems have been submitted .------------------------------------------------------------------------------------- ` Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ . Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- t4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 66. Energy Design Compliance and supporting documentation.---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ❑ 8. Hazardous Material Form. ------= ==• ❑9.anufacturerr� d Home data and installation instructions including Tie Down Specifications.------------------ Fp ees of $+ ���e------------------------------------------------------------------------------------i " Impact fees'las shown on the attached schedule. ----------------------------------------%----____-- California Department of Forestry plan approvaUfees.y.t�----�G--/--"i--� f --- /13 Flood elevation certificate --------------- ---------- --------------------------------------------------------------- 4. Sanitation and plot plan approv� Health Department. ------------------------------------------ ❑ 15. City of Chico plumbing permit. 1116. Plot plan and business license approval from the City of Biggs. ❑ 17. Planning approval for (A) Use: D1<_ (B) Parking: _ N ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage,)KVgal Parcel. ----------------- Encroachment Permit Permit for driveway (construction approval prior to occupancy). --------------------- 020. Pre -inspection for required.. Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). El 22. Workers' Compensation carrier and policy number. ----------------------- 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). -- 'i-2,4_01 1 19 (Date) 44. Letter of signature authorization.------------------------------------------------------------------------------ 5. Recorded co of Agricultural Acknowledgment - ____ r __ Z� PY gn gment Statement.------------------------------�---------- �- �O-Q( ❑26. Letter of intent on building use.---------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. ----- ❑28. Existing violations and/or expired permits. ev- 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ .--------------- jjW0. Other: I t%2 C �t_iy:�LAPj�f------- W)/01 When you issue the permit, process as follows 11 Mail to owner, V/ Mail tor.) ntractor. ®Telephone,33a ' 9 0� �j and hold for pickup atd (6 office. ❑ Deliver with inspector. ' Applicant: Xam"tat,4jaa4_Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ O D By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: t fit- Vj't Contractor, designer, owner, was advised of the above required data bMphone,o ail, ❑ Building ivision anter, 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 r data by ❑ phone, 13 mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: • A Plans approved by: 1 Y%C— Date: S- 1 G— Sets of plans on hcRd in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: VPllnly rAnv - np—rf—t nfrlA.,nlr.r.... + ce...:,.e.. D... i,7:_-._ T:-.:_: __ r r'. TO: FROM: SUBJECT: Building Department Environmental Health Sanitation Clearance E.H. USE ONLY "Plot Plan Artaeh.d Floor Plan Art shad � Sant to B.D. ,� L k12) I 1� -R!,-, "i �jx, Owner Location AP# Plan Approved for: Sewage DisposalWater Supply: Public Private Clearance for dwelling. Other. Hold final for: Final clearance O.K. for: NOTE: _ _ ,. `64P Environmental H 8/96 Specialist Date COUNTY OF BUTTE DEPARTMENT OF DEVLOPMENT'SERVICES BUILDING DIVISION NOTICE Post this job card in a safe, conspicuous place. Do not remove until all required inspections are made and building Is approved for occupancy. Plans must be available on the job site. A. P. No. s 041.610:00I _____ Y _ of -1074 1074 Owner —+ DEWALT, LORRI _ 1I3296 WILLIAMS RD�OROVILL.E — - Contractor . CONT: -BILL SQUYRES _ - --- Permit No. j. FgRE SPRINKLERS PERMITTEE MUST CALL FOR INSPECTIONS INSPECTION DATE INSPECTOR Piers Conduit Pre•Gunite Underfloor Plumbing Underfloor Electrical Underfloor Mechanical Underfloor Framing Slab Rough Electrical Rough Mechanical Framing Shower Pan >i]o: Insulation Fireplace Footings Fireplace Throat ...- .. .... .................... >Do. Not:C Stucco Lath Scratch and Brown Sewer Service Water Service Pool Final Plumbing Final Electrical Final Mechanical Final Building or M.H. Final Ev�Seel I l�� t.! 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-- Assili� ZONING BUILDING PERMIT OWhNER��-yrs' - 7 EIF.,i7lfLx LORRI LIDryHONEp��� TE332-9W 332-9 3�![� SQ. FT. OC,C. BUILDING VALUATION , OWNERS MAILING ADDRESS 268 VAIL DR. MIC 0. CA 95973 CONTRACTOR'S NAME BILL Swim JR. TELEPHONE CONTRACTORS MAILING ADDRESS PO BOX 3176 CHICO CA 95927 CONSTRUCTION LENDER - LENDER'S MAILING ADDRESS Fireplace ' Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. i' - • R I - ing Fee $ 20.00 Permit Fee $ S(' n ARCHITECT OR ENGINEERS MAILING ADDRESS - Plan Checking Fee $ _10.m BUILDING ADDRESs 3296 WILLIAMS RD. O 95%6 Energy Plan Checking Fee $ $ PERMIT FEE $ LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE '"''' SF ❑�N Duplex ❑ Mobilehome 0 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 MP Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other M Describe' Workk::! ,�4 ry4kk)IIt %4_4 c. k KI ".V Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 Rs Main Service 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 inofull force and effect. License Class " Lic. No. idr OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier 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 IF 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 3700iof the Labor Code, I shall forthwith comply with those provisions. - X _Date Signature of Applicant - ❑ Owner ED, Contractor,.' ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Main Service 200A To 1000A 46.00 NEW CONST. DWELLING OCCUP. 3.5Q so . BLDSST N o" (NST. MULTI NOW..,.. @7.50 POWER APPARATUS a SINGLE OUTLET CIR. p ,.0 OUTLET OR PaTUREs Ex. Occup.@ .50 Ex. Occup. GDS qp .DE 5.00 Temporary Service i r23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE S Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 109.0111 HAz• D. PEES IMP FLOOD CDF PARCEL PD HD A UE 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. ttt;7 jy f j / By . % 1 Date/ / / PERMIT EXPIRES ON i � !� / Date ReceiptNo..5. 1 �f�i /s ,M1 1 { ��'.1'�'.n WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT ,HYDRONICS: RESIDENTIAL FIRE SPRINKLER.,HYDRAULICS 2.1 - SUBMITTAL. Page 1 CONTRACTOR: WILLIAM F. SQUYRES, JR. FIRE PROTECTION (530) 345-1012 ADDRESS: PO BOX 3176, CHICO, CA 95927-3176 Date: 05-05-2001 File: HIGHT-1 JOB HIGHT-DEWITT HOME, 1 HEAD FLOWING STATIC : 60.0 Psi RESIDUAL 45.0 Psi FLOW 40 Gpm SPRINKLER MANUF RELIABLE MODEL Fl/RES/CC MIN SPR FLOW 13.0 Gpm MIN SPR PRES : 11.1 Psi NODE ELEVATION K- PRESSURE DISCHARGE NO. ------------------------------------------------------------------------------- FEET FACTOR Psi Gpm 1 12.0 3.90 11.8 13.4 2 12.0 13.7 3 12.0. 13.7 4 12.0 14.9 5 12.0 16.5 6 2.0 SOURCE 21.5 SPRINKLERS FLOWING AREA PER SPRINKLER TOTAL DESIGN AREA REQUIRED DENSITY COMPUTED DENSITY TOTAL SPRINKLER FLOW TOTAL DOMESTIC FLOW TOTAL WATER REQUIRED TOTAL SPRINKLER PRESS WATER METER LOSS VALVE FIXED LOSS SUPPLY PRESS AVAILABLE DEMAND PRESS REQUIRED PRESSURE CUSHION MAXIMUM VELOCITY IN �GTION 324 Sq. Ft. 40 324 Sq. Ft. �'F' rt U. Firms . C ntr c,9 .04 Gpm/Sq . Ft. ic. o. 21 .04 Gpm/Sq . Ft. C-16 13.4 Gpm '�I .... 0.0 Gpm OF CR 13.4 Gpm 21.5 Psi 0.0 Psi @ SOURCE 0.0 Psi @ SOURCE Copyright(1991) 58.0 Psi by 21.5 Psi Hydronics Engineering 36.5 Psi 34119 Fremont B1, Suite 609 Fremont, Ca., 94555 (415) 487-9160 7.0 FIS t3UTTE COUt41 1 LAUILoNC 0EPAR HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 2.1 - SUBMITTAL: Page 1 CONTRACTOR: WILLIAM F. SQUYRES, JR. FIRE PROTECTION (530) 345-1012 ADDRESS: PO BOX 3176, CHICO, CA 95927-3176 Date: 05-05-2001 File: HIGHT-2 JOB : HIGHT-DEWITT HOME, 2 HEADS FLOWING STATIC 60.0 Psi RESIDUAL 45.0 Psi FLOW 40 GPM SPRINKLER MANUF RELIABLE MODEL : F1/RES/CC MIN SPR FLOW 16.0 GPM MIN SPR PRES : 16.8 Psi NODE ELEVATION K- PRESSURE DISCHARGE NO. FEET FACTOR Psi GPM -----------------------7------------------------------------------------------- 1 12.0 3.90 17.3 16.2 2 12.0 3.90 18.3 16.7 3 12.0 19.9 4 12.0 25.9 5 12.0 34.4 6 2.0 SOURCE 42.2 SPRINKLERS FLOWING 2 AREA PER SPRINKLER 324 Sq.Ft. TOTAL DESIGN AREA 648 Sq.Ft. REQUIRED DENSITY .05 Gpm/Sq.Ft. COMPUTED DENSITY .05 Gpm/Sq.Ft. TOTAL SPRINKLER FLOW 32.9 GPM TOTAL DOMESTIC FLOW 0.0 GPM TOTAL WATER REQUIRED 32.9 GPM TOTAL SPRINKLER PRESS .42.2 Psi WATER METER LOSS 0.0 Psi @ SOURCE VALVE FIXED LOSS 0.0 Psi @ SOURCE Copyright(1991) SUPPLY PRESS AVAILABLE 49.6 Psi by DEMAND PRESS REQUIRED 42.2 Psi Hydronics Engineering PRESSURE CUSHION 7.4. Psi 34119 Fremont Bl, Suite 609 Fremont, Ca., 94555 (415) 487-9160 MAXIMUM VELOCITY 10.9 FIS BUTTE C� "WILDING DPA 4- M *c,:n i�olvinv tc, -V-D'L' Or V. MA IPA VA(-Vi--::- VV/-Vl k -- C PA� 0 Model F1/RES/CCP Caution Concealed Residential Sprinkler Read Carefully! Installation Instructions — General "1. �1.n2tL�.S�MgSfgl (;GI'_Sri.r,f�.r�r.!d.l?�,`�'j�_c..�� r Coye'C �'Lal� n�N4rar= 41Y 11Y_ �`LILi.Model l_:1�.-I,'t, 1=.11�I . QI�1LQ c n- I" I 1-1/1'll_S 18 Pendens Sprinkler. Figs, ne 'l. is typical. 2. Do not—use_an ollaer. coyer plat _assu_n�ly_willi-Model rr-11-R. I-1PIZ �kI or I'=1/I_IL-S Ib—1 3. Use only [lie 135`1= lenlperature rated model CCP cover pplate assely with the Model F1/RES '18 Pendent sprin- kker. Refer tombBulletin 14 1 and [his caution sheet for techni- cal information. 4. Use the appropriale lernporature rated Model CCP cover plate assembly with either the Model l='11-11 or F-11=171 CRI ---C Pendent sprinkler in accordance will Bullelir r 143 or '151 and Caution Sheet CA -70. 5, Install sprinklers after ceiling is in place. G. Never apply paii it ar ick/r n ()It icr oo it ii rg Ic> ;;prinkler or con r - sealed sprinlder cover plate. 7. Do not insi-all concealed sprinklers in ceilings which have positive pressure in the space above, and do not cover [he cup vent holes. An open plenum space must be above the sprinkler cup. 8. Use a Model RC1 Wrench, (Fig. 1) to install sprinklers. Face of sprinkler fitting to ceiling dimension is shown on Fig. 3 or Fig. 4. Ceiling hole diarneler is 2 9, f=inal adjustment of earl) cover can be. made by hand turn- ing fhe cover plate in the clockwise direclion until It is light against the ceiling. 10. Never install the Model F I/RES CCP Concealed Residen- tial Sprinkler in areas where ceiling temperatures exceed 100°F. 11. When residential sprinklers are installed in plastic piping systems containing glycerine, special care is required to achieve a proper thread seal. Contact the filling manufac- turer for recommended sealant and installation procedure. Description The Model F1/RES CCP Concealed Residential Sprinkler is a UL listed residenlial sprinkler intended to be installed in the wet pipe sprii filer systems of one and Iwo family dwellings and mobile 110mes, in residential occupancies up to lour stories in height or in the residential portions of any occupancy per NEPA 13D, 131h or13. 'llip. Defleclor of the Model F1/RES '18 is marked "Pend", "Res. Sprkr", "F 1/RES/18," 155°F and "K=3.9". 1 he frame wrench boss is marked "Basco" and "F1 3.9'. The push on cover plate assembly is labeled "Basco 135°F (57°C) Model CCP cover plate---- for use with Reliable Model F1/RES 1 3.9 K orifice,155°F sprinkler only'. Installation Al-)pI a Teflon"' based thread sealant to the sprinkler threads only. The Model RC1 Wrench is then used to engage the sprio) ler wren Iching surfaces to install the sprinkler in the fitting. A 2 Sin di- ainelor tole cul into the ceiling allows the sprinkler to be properly covered by the push on cover plate. Push the cover plate assem- bly by hand into the alp. Final adjustment, if required, is made by turning the cover plate clockwise until the cover late flange is in contact with the ceiling surface. The Model, F1/R S 1 Sprinkler is only to be installed with 135°F rated Model CCP Concealed Cover I'j�le%\sslyrn��s. Use care to avoid damaging the sprinklers before, during and after installation. Replace all sprinklers which have any sign of damage. The temperature rating of residential sprinklers is stamped on the deflector. The sprinkler orifice size is determined by the "K" Factor which is marked on the sprinkler. Reliable authorized plated and painted Model F1/RES Sprinklers are dislinguished by the bronze pipe cap insert. When ceiling tem- per alures are in doubt, measure with an accurate thermometer. Refer to NFPA 13, 13D, 13R and Reliable product Bulletin 141 for further installation details and for specific approval information. "' DuPont Registered Trademark Nominal Orifice Sprinkler Maximum Distance NFPA 13,13D Minimum Required and 13R 3prinkler Dlscharae _ Single Sprinkler _---_— Two Or More Sprinklers Installation Wrench Model RC1 Sprinkler Wrench "K" t�f To Wall Flow Pressure x Pressure Ea. Model Fig. 1 ' Technical._Data _ _ , - -. _. (Ft.) _ 6 Thread Maximum Temperature Rating Maximum Size Pressure Sprinkler Cover Ceiling Temp. 7 175 prig-. 1")51-- 1351- 100^1= Inci�llatinn fht� '.n Description The Model F1/RES CCP Concealed Residential Sprinkler is a UL listed residenlial sprinkler intended to be installed in the wet pipe sprii filer systems of one and Iwo family dwellings and mobile 110mes, in residential occupancies up to lour stories in height or in the residential portions of any occupancy per NEPA 13D, 131h or13. 'llip. Defleclor of the Model F1/RES '18 is marked "Pend", "Res. Sprkr", "F 1/RES/18," 155°F and "K=3.9". 1 he frame wrench boss is marked "Basco" and "F1 3.9'. The push on cover plate assembly is labeled "Basco 135°F (57°C) Model CCP cover plate---- for use with Reliable Model F1/RES 1 3.9 K orifice,155°F sprinkler only'. Installation Al-)pI a Teflon"' based thread sealant to the sprinkler threads only. The Model RC1 Wrench is then used to engage the sprio) ler wren Iching surfaces to install the sprinkler in the fitting. A 2 Sin di- ainelor tole cul into the ceiling allows the sprinkler to be properly covered by the push on cover plate. Push the cover plate assem- bly by hand into the alp. Final adjustment, if required, is made by turning the cover plate clockwise until the cover late flange is in contact with the ceiling surface. The Model, F1/R S 1 Sprinkler is only to be installed with 135°F rated Model CCP Concealed Cover I'j�le%\sslyrn��s. Use care to avoid damaging the sprinklers before, during and after installation. Replace all sprinklers which have any sign of damage. The temperature rating of residential sprinklers is stamped on the deflector. The sprinkler orifice size is determined by the "K" Factor which is marked on the sprinkler. Reliable authorized plated and painted Model F1/RES Sprinklers are dislinguished by the bronze pipe cap insert. When ceiling tem- per alures are in doubt, measure with an accurate thermometer. Refer to NFPA 13, 13D, 13R and Reliable product Bulletin 141 for further installation details and for specific approval information. "' DuPont Registered Trademark The Reliable Autot'natic Sprinkler Co., Inc., 525 North MaCQUesten Parkway, Mount Vernon, New York 10552 CA -60B Nominal Orifice Sprinkler Maximum Distance NFPA 13,13D Minimum Required and 13R 3prinkler Dlscharae _ Single Sprinkler _---_— Two Or More Sprinklers Size "K" Spacing To Wall Flow Pressure Flow Ea. Pressure Ea. Model (In.) .. Factor (Ft.) ._._.............. 12 x 12 (Ft.) _ 6 (gpm) ....- - 11 ._ ...- (psi)— -- 8.0 --(9pin)- — - 10.5 (psi) 7.2 14 x 14 7 12 9.6 10.5 7.2 F1/RES/CCP '.n 3.9 16x 16 8 15 14.8 12 9.5 Concealed 18X 18 9 16 16.8 13 11.1 20 x 20 10 18 21.3 14 1 12.9 The Reliable Autot'natic Sprinkler Co., Inc., 525 North MaCQUesten Parkway, Mount Vernon, New York 10552 CA -60B Basic Principles of Solvent Cementing The solvent cemented connection in thermoplastic pipe and fittings is the last vital link in a plastic pipe installation, It can mean the success or failure of the system as a whole. /accordingly, it requires the same professional care and attention that are given LO other components of the systellr. There are many solvent ccrnenting techniques published covering step by step prucedures on just how to make solvent cemented joints. However; we feel that if the basic principles involved are explained, known and understood, a better understanding would be gained, as to what techniques are necessary to suit particular applications, temperature conditions, and variations in size and fits of pipe and fittings. Be aware at all times of good safety practices. Solvent cernents for pipe and fittings are flammable, so there should be no smoking nor other sources of heat or flame in working or storage areas. Be sure to work only in a well ventilated.space and avoid unnecessary skin contact with all solvents. More detailed safety inforrrlation is available from Harvel or IPS (Weld -On) Corporation. ({iL't'��til'rlj wirt?�Tot;<consistentl r take .go(('�� �µr V x(•0`1"•y;; 1. F{�i••'•1:,'. �!� 1 1'.•1`: `� .r,` ylYr•, 7'J'�' `.{�:.(r 4:, �, oints; :the following should .,,,r, bei cirefully:,.Unde:rstood::,�_ }� 't•R t%.. fit, 'i:ti �1:� ri��:•t,:s �;^,i•? �i:ll)..,{:t•�.,.,.i`lf �T4hJb�l.^7,,��';, (Y`i.{;j�,;..�,,;;i j:,,�(; c'•tSi' .. 'he 'joining :surfaces:'musi be softer�ed'i:. I K.•,6, .... .. •.-. •i...1`1µ.. , ,, t, , ,� A •�� •' and:.made':semifluid:;;. .,,rni';'•�:,,.,, fi 211�Sufficlent cement must,be applied to fillu't, ',the gap between pipe'and flthrig`1'ti�;n t� seiTlbly: of., pipe and Atittings: mustrb�,� • ' "'ad e whlle,the surfaces are still'yYet �`,;•:. (�V "r `Joint strength clevelops.CM, the cerr)ent`.`.' �T. il�l •A J,t�j dries.. lnAhehtart p i. .ti ' .1of'the j oi:nt 1the �,<i:.• 9 , �`?"'surfaces•will tend to.fusetogether11n! f the'J se.,part the cement will bond.`. both'.surbces. These areas must.-, be softened and penetrated' ,nwnnanuno .,,ic:5.'Lt:r'v r When using the ONE STEP' ce{ncnuny process, penetration and softer dr ui can be achleved.by the cemcr it Itself (read ONE S'I'EP' ceme„ting procedures carefully;' refer to installation Instructions), For certain sizes, under certain conditions, it may be desirable to use tl ie'l WO STEP process which utilizes a primer to ensure adequate softening. For example, when ' working In cold weather with large diameter pipe, more time and . additional .ipplicatlons may required. Cement coatings -.of sufficient thickness .I • • ii I.! More than sufficient cement to fill the loose part of the joint must be applied. Besides filling the gap,. adequate cement layers will,•,'.,. . penetrate the surfaces and also remain wet until the joint Is ' . assembled. Prove this yourself. Apply on the top surface of.a piece of pipe two separate layers of cement. First flow on a heavy layer of cement, then alongside it iithin brushed out layer. Test the layers every 15 seconds or so by. a gentle tap with your finger. You wlll;note that the thin layer becomes.tacky,:' and then dries quickly (probbly%' within 15 seconds) The heavy, layer will remain wet much Ionger�sNow check for penetration a few minutes after applying these layers.! Scrape them with a knife. The thin layer., will have achieved little or no penetration. The heavy one,'much more penetration. Surfacesr.Imlust be assembled,.'.while they are wet'and-soft If the cement coatings on the pipe and fittings are wet and fluid when assembly takes place, they will tend to flow together'and become one layer. Also,; If the 'cement Is wet the surfaces beneath them will still be soft, and these softened surfaces In the tight part of the joint will tend to fuse, together.,,..,,; Surfaces:,"': Bon, Fused Surfaces 4 As the solvent,dlsslpates, the cement layer and -toe softened surfaces will harden with a "corresponding Increase. In Joint ,,strength. A good.joint will take the ";j required;wor( 1pg'prgssure long before the Jolnt Is fully dry and final strength Is obtained.. In the tight (fused) part of the joint, strength will develop more quickly than In the looser (bonded) part of the ..:,:Jolnt. Infofrpatlott,about the developmenf of bond strength of solvent cemented jolnts Is available. The QUALITY Line BELLS POTTER 00 - PBA -AC & PBD -DC Potter Electric Signal Company Potter Electric Signal &Mfg. LTD 2081 Craig Rd.,/P.O. Box 28480 1967 Leslie Street St. Louis, MO 63146 Don Mills, Ontario, Canada M3B2M3 (314)878-4321/(800)325-3936 (416)441-1833 UL LISTED, FM APPROVED Sizes Available: 6", 8", and 10" Voltages Available: 24VAC 120VAC 12VDC (10.2 to 15.6) Polarized 24VDC (20.4 to 31.2) Polarized Service Use: Fire Alarm General Signaling Burglar Alarm Environment: Indoor or Outdoor Use (See Note 1) -40" to 150OF (outdoor use require weatherproof backbox) Termination: 4 No. 18 AWG stranded wires Finish: Red powder coating Bell Guard: Universal bell guard bracket included on 8" & 10" bells for use with center mount guards. Optional: Model BBK-1 weatherproof backbox These vibrating type bells are designed for use as fire, burglar, or general signaling devices. They have low power consumption and high decibel ratings. The unit mounts on a standard 4" square electrical box for indoor use, or on a model BBK-1 weatherproof backbox for outdoor applications. ALL DC BELLS ARE POLARIZED AND HAVE BUILT-IN TRANSIENT PROTECTION: - —"- --- ---- --- -- --- - -- --- - TYPICAL dB MINIMUM dB SIZE VOLTAGE MODEL NO. STOCK NO. CURRENT (MAX) ® 10 FT ® 10 FT. 6 12VDC PBD126 1706012 .12A 85 76 6 12VDC 1'131)128 1708012 _12A - - - ---90.._ - ._._..__75__--. _.._.10 12VDC PBD1210 1710012 .12A 92 7 6 24VDC -- - 1'131)246 1706024 .06A 07 75 06A --_ —_ 91 79 1708024 6 24VDC P131)248 --10-'- --- 24VDC 1'131)2410 - —1710024 OBA 94 79 6 24VAC PBA246 1006024 .17A 91 75 8 24VAC PBA248 1808024 .17A 94 75 10 24VAC PBA2410 1010024 .17A 94 - 76 -- PBA 1206 -- -- 1606120 - --- .05A 02 62 --- —6 -- - - — 120VAC 6 120VAC PBA1208 1608120 .05A 09 82 _ _......__..--8----'-•--'- 10 IZOVAC PBA 12010 1810120 .05A fig.._.._...._... Wealherprool backbox model BBK-1 Slk. No. 1500001. Notes: 1. Minimum dB ratings are calculated from integrated sound pressure measurements made at Underwriters Laboratories as specified in UL Standard 464. UL temperature range is -30° to 150°F. 2. Typical dB ratings are calculated from measurements made with a conventional sound level meter and are indicative of output levels in an actual installation. PRINTED IN USA MKT. #8860001- REV I PAGE 1 OF 2 MFG. #5400776 VSR-SF (P)POTTER VANE TYPE WATERFLOWFOR SMALL PIPE SWITCH WITH RETARD Potter Electric Signal Company Potter Electric Signal & Mfg. LTD 2081 Craig Rd.,/P.O. Box 20400 1967 Leslie Street St. Louts, Mo. 63146 Don Mills, Ontario, Canada M3B2M3 (314)870-4321 / (000)325-3936 (416)441-1833 STK. NO. 1113000 U.S. PAT. NO. 3921909, CANADIAN PAT. NO. 1009600 OTHER PATENTS PENDING. The Model VSR-SF is a vane type walorflow swilch for use on wet sprinkler systems that use 1" 1 1/4",'or 1 1/2" pipe size. The unit may also be used as a sectional walerflow detector on large systems. The unit contains two single pole double throw snap action switches and an adjustable pneurnalic retard. The switches are actuated when a flow of 10 gallons per minute or more occurs downstream of the device. fho flow condi- tion must exist for a period of lime necessary to overcorne the selected retard period. INSTALLATION: These devices may be mounted in a horizontal or vertical pipe. On horizontal pipe Ihoy should be installed on the lop sido of tl le pipe where II ley will be ac- cessible. The units should not be Installed within 6" of a valve, drain or filling which changes the direction of the walerflow. The unit has a 1" N13T bushing for threading into a non corrosive "TEL=". Soo figure 2 for proper "TEE" size, type and installation. UL & ULC LISTED service Pressure: Up to 250 PSI Mlnhnum Flow Role for Alarm: 10 GPM Maxhnum Surge: 18 FPS Enclosure: Cast Aluminum, red enarnal finish. Cover held In place with tamper resistant screws. Contact Ratings: Two sets of S.P.D.T. (Form C) 10 Amp. @ 125/250 V. AC 2 Amp. @ 0-30V. DC Conduit Entrances: Two openings for 1/2" condull. Usngo: I-Islod Plastic, Copper and Schedule 40 Iron Pipe. Fits pipe sizes - 1, 1 '/a", & 1 '/x" Nolo: 0 paddies are furnished with each unit, one for eachpipe size of throadod or sweat TEE, one for (;PVC, and ono for polybutylene. Environmental Llmltatlone: 40"F/120'F 4.5" C/49" C Caution: This device Is not Intendod for applications In • explosive environments. Service Use: NEPA-13 Automatic Sprinkler NFPA-13D One or Two Family Dwelling Residential Occupancy up to 4 Stories R ConNFPA-71 lral Station NFPA-7 LocalNFPA-72B Remotele Auxiliary Station NFPA-72C Proprietary NFPA-72D Optional: Cover Tamper Switch , order Slk. No. 0090016 Kit for Outdoor Use: Order SII(. No. 1940036 S(:row IIIc dovic:o into the "TEE" filling as shown in Fig. 2. Care must be taken to properly orient the device for the direclion of waterflow. The vane must not rub the inside of the "TEE" or bind in any way. Tile stem should move freely when operated by hand. The device can also be used in copper or plastic pipe installations with the proper adapters so that the specified "TEE" filling may be installed ori the pipe run. TESTING: Check the operation of the unit by opening the "II rspectior l Test Valve" at the end of the sprinider line or the drain aI id lost connection, if an Inspectors Test Valve is riot provided. If there are no provisions for testing the operation of the flow detection device on the system, application of the VSR-SF is riot recommended or advisable CAUTION: There are 0 paddles furnished with each unit. These paddles have raised lettering that shows the pipe size and type of " FEE" that tl ley are to be used with. The proper paddle a ul be used. The screw that holds the paddle must be securely tightened. REV D BULLETIN 002 PAGE 1 OF 2 PRINTED IN USA . 36 T(Orclu INcoDPO"ATGD .""NA. CA - (900) 797.6,509 FIG. 23 HANGER FOR C.P.V.C. PLASTIC PIPE DOUBLE FASTENER STRAP TYPE Size Range - 3/4" thru 2" C.P.V.C. pipe. Material- Carbon Steel with galvanized finish G-90 govt, spec Function -The Fig. 23 and Fig. 24 are intended to perform as a hanger/restrainer to support only C.P.V.C. piping used in automatic fire sprinkler systems. Fig. 23 and Fig. 24 can be installed on the top or on the bottom of a beam. The Fig. 23 can also be installed on the side of a beam. The Fig. 23 and Fig. 24 can also function as a restrainer to prevent the upward movement of the sprinkler head during activation. Approvals - Underwriters' Laboratories listed to support fire sprinkler piping. Meets and exceeds the requirements of N.F.P.A. 13, 13R, and 131). Features - The Fig. 23 and Fig. 24 incorporate features which protect the pipe and ease installation. The flared edge design FIG. 24 HANGER FOR C.P.V.C. PLASTIC PIPE DOUBLE FASTENER STRAP TYPE – SIDE MOUNT [4-- I� A 1► protects the C.P.V.C. pipe from any rough surface. The Fig. 23 design incorporates snap retainers allowing easier and faster installation. The Fig. 23 and Fig. 24 are easily attached to the building struc- ture using the two hex head self threading screws' furnished with the product. It Is recommended that rechargeable electric drills fitted with a hex socket attachment be used as installation tools. No Impact tools (such as a harnmer) or Impact fasteners (such as drive screws or nails) are allowed. Damage has been known to result from Installallons using Impact type tools. No pre drilling of a pilot hole In wood is required. Order By - Figure number and C.P.V.C. pipe size. Patents !'lending '-1-lur•dened hex head self threading screw Is furnished with the product and is the minimum fastener size acceptable. C.P.V.C. PIPE SIZE A FIG. 23 PIG. 24 IS FIG. 23 FIG. 24 C PIG. 23 FIG. 24 MAX. IIANGER FASTENER APPROX. SPACING I IEX HEAD WEIGHT I-1'. SIZE PER 100 :- 314 3-11L8 1-9/16 1-5/32 1-3/16 1-3/16 5-1/2 5/16 9 MEN=i 2.5/16 ,ti R3 A... . M3/ dt ? � ° � rx1111151111 1INI 1.1 4 1-3 1 / 6.1/2 11. I,s. R(6 3: %4 /3 1'X5'7+3 :t3¢/T.- M. 5/li6 ..16 2 4.7/8 3-11/16 2-7/161-27/32 116 1-3/16 8 —__ 5/16— 15 REVISED 3/94 200 1b. wimp bronzc)i che.ck Hori"ollf'.11 'C"WhIll 200 Non -Shock C(old WOIC" I KI -403-W Nr'*r1c)NI' 1 A"i' k AMERICA M ATI: H I A 1. L 1!-' , F r11II1 Srit.rif IcA I lo" it ........ Ilmly r!:IIA Malw Apl ... Hol Caltrim %!AM 119; Allay 11,116t1 hill's 1.1 A 1,7 7. !"lal ("n'. 1111,1111ilt Ll 16. nr It !11 1 M.N. 11:651.4111 flis.: V:,..I..l t. Al A W Nll.)v 1:6,"04 NA 111' odl. KI -403-W Nr'*r1c)NI' 1 A"i' k AMERICA 1,11. -;.If .110 v.11twi1l tip NIICIOCIJOIncl V. It'll. W )A 0 I .... (.,)I JAN 11 FIFS ....... Malw Apl ... Hol Caltrim Sim A It 1111,1111ilt 10 !-1) I J! 2 It S 3 6','4 4 olloy be ionlolll�l in 1,11. -;.If .110 v.11twi1l tip NIICIOCIJOIncl V. It'll. W )A 0 I • n r OALV,ANIZEIa PRESSURE TANKS 75 PSI WORKING PRESSURE PLUG 1= IG I 1 rn'-r PLUG ' r 1 _ ' I 0. rrP l 1 1 I I 1'; ru• r C C 13 A MIT mill, Ir D/ .I' w-1. I^ rl �: NP 1. ' •1; NP I'. and Q120v �. ca120VY/ 1 02_2.0VW a315vW O'Iti0V50W NOMINAL I:)IMI NSION.r, --- INCI•II `i NPT M(71)I L_ w IC;II'I FIG. n 13 c 1) I I' 7111 1 IG 111,' S1 I1 LG - t12 V I 11111 I 7.11 GU 63 1'l 33 1 2OV 1X1111 1 ).11 GO GIhz' 12 33 I'LUVW 15 11II '),)t)VW : o-1 3 3u GG 711 G 21111,, 2 31 5VW 111611 3 36 tiG 794 7 304 2 y 11110VSQW 611011 3 1I'). 7'). 07 4 3G 3 k..........- v t - r QUICK, Galvanized _I'anks=75 psi Working Pressure ' ' • R Capacity Drawdown/Gallons Dimension • Model Gallons 20-40 30-50 -- ..__...--- --- Dia.x 1-1t. -- Wt. Lbs. - — - - - — - 42 Tall 42 -... 6.5 _ 4.3 16 x 48 .72 2 Short 42 6.5 4.3 20 x 32 74 82 82 12.7 8.4 20 x 60 114 120 West 120 18.6 12.2 24 x 60 161 220 West 220 34.1 22.4 30 x 78 303 3 5 West 315 48.8 ° 32.1 36 x 80 416 x-480 VSQW 480 74.4 49 42 x 87 640 -C mho 525 81.4 53.6 36 x 128 685 900 Conibo 900 139.5 91.8 42 x 159 1040 Note: 57.5 and 901.0 gallon Models Iiave bolls I►orizonlal and vertical mounting. All others are vertical only. t - ' ' • R ENGINEERED WOOD SYSTEMS Certificate of Conformance Certificate 054071 THIS IS TO CERTIFY that the glued laminated timber products identified with a collective mark of Engineered Wood Systems (EWS) were manufactured in accordance with the applicable standards and associated specifications indicated below: ANSI Standard A190.1-1992, For Wood Products — Structural Glued Laminated Timber NER-486 Glued Laminated Timber Combinations And "GAP" Computer Program For Determining Design Stresses AITC 117-93 — Manufacturing — Standard Specifications For Structural Glued Laminated Timber Of Softwood Species IT IS HEREBY CERTIFIED that the APA EWS trademarked structural glued laminated timber members were produced in a manufacturing facility subject to regular audits in accordance with the Engineered Wood Systems (EWS) Quality Assurance Program. Routine audits include inspection of the manufacturing process and evaluation of the in -plant QA program with adequate sampling to verify conformance to industry standards for lumber grade and glueline bond quality. by Thomas G. Williamson Executive Vice President ENGINEERED WOOD SYSTEMS Is a related corporation of APA — THE ENGINEERED WOOD ASSOCATION 7011 South 19th Street - P.O. Box 11700 - Tacoma. WA 98411-0700 Telephone: (259) 585.8600 9 Fax Number. (253) 565-7285 M WOOD SYSTEMS 1i -4 F y0_1 Certificate of Conformance Certificate 054071 THIS IS TO CERTIFY that the glued laminated timber products identified with a collective mark of Engineered Wood Systems (EWS) were manufactured in accordance with the applicable standards and associated specifications indicated below: ANSI Standard A1go. 1-1992, For Wood Products - Structural Glued Laminated Timber NER-486 Glued Laminated Timber Combinations And "GAP" Computer Program For Determining Design Stresses AITC 117-93 - Manufacturing - :standard Specifications For Structural Glued Laminated Timber Of Softwood Species � - 51I% x kIt. Z5\ IT IS HEREBY CERTIFIED that the APA EWS trademarked structural glued laminated timber members were produced in a manufacturing facility subject to regular audits in accordance with the Engineered Wood Systems (EWS) Quality Assurance Program. Routine audits include inspection of the manufacturing process and evaluation of the in -plant QA program with adequate sampling to verify conformance to industry standards for lumber grade and gluelike bond quality. by /ll ' J A&,. Thomas G. Williamson Executive Vice President ENGINEERED WOOD SYSTEMS is a related corporation of APA — THE ENGINEERED WOOD ASSOCATION 7011 South 19th Street - P.O. Box 11700 - Tao"a, WA 98411-0700 Telephone: (259) 585.8800 - Fax Number. (253) 585.7285 OR '19 APA Certificate of Conformance Certificate 054071 THIS IS TO CERTIFY that the glued laminated timber products identified with a collective mark of Engineered Wood Systems (EWS) were manufactured in accordance with the applicable standards and associated specifications indicated below: ANSI Standard A190.1-1992, For Wood Products —Structural Glued Laminated Timber NER-486 Glued Laminated T64'er Combinations And "GAP" Computer Program For Determining Design Stresses AITC 117-93 — Manufacturing — Standard Specs icabons For Structural Glued Laminated Timber Of Softwood Species IT IS HEREBY CERTIFIED that the APA EWS trademarked structural glued laminated timber members ,%were produced in a manufacturing facility subject to regular audits in accordance with the Engineered Wood Systems (EWS) Quality Assurance f the nl,o ant QA program wigram. Routine th adequate its Include 'sampling nspection t ove fy manufacturing process and evaluation of the p conformance to industry standards for lumber grade and glueline bond quality. .•',�c.0 W o Dd!0,so by d C' SEAL 3 Thomas G. Williamson y CIO Executive Vice President ENGINEERED W000 SYSTEMS Is ralatad w"retlon o1 APA — THE EMINEERED WOOD ASWCL 17ON 7011 South 19th S"St • P.O. 80111700 7*Taco mWA 064114= �� Telephone: (259) 685.8800 D 9df4R1 #{:1 «i.Mr'4— �nm n.rw{T' i • { TI / qt r � � Rm � -mom a 017mm" UrM ' • �I f It e►..o k'�9 - ppF i i ,' r SLY �,.. •r ,..7 7 yy.. � ^/� a�� � �22' } R� !p7'x b I. i. � tX I 9 g y y a wv r R '�� i �u s,SltlOID \ ^ < iP"�i� fir` r f`•Ft�. �i"f�� ♦ '� �, �� /7�� 61Y:%� rye . 1 � - •u( s� .A� �� t F!".ivl��{t, r r 17�D n^.aR <IV ?}t5{1 bbd Q ` ,,_.. 6 ,.+�• �,,: ,� � tri;• ,: r.r � � �,';� a f •'� ,y Rba' ,i rti .uti �n�r R�p� �7R�;-a+yq� • �pq(Ip{�j�,��`�,, ^r � ttrri-`�7 � R{ �k}Im"R "I+L�x iW51 "h11117.1V�i��� COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-754 NO. (Rev.12/96) APPLICATION AND PERMIT ��'1� ASSESSOR PARCEL NUMBER 041-610-001 ZONING U BUILDING PERMIT OWNER DEWALT LORRI TEL31HONE 332-9846 SO. FT. OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS 168 VAIL DR. CHICO CA 95973 CONTRACTOR'S NAME BILL S UYERS JR. TELEPHONE CONTRACTORS MAIUNG ADDRESS PO BOX 3176 CHICO CA 95927 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. —Filing Fee $ 20.00 Permit Fee $ 59.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 3296 Energy Plan Checking Fee $ PERMIT FEE $ LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome fQ 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 Id Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other IN Describe Work: yzta fy\., 11C W �� 1 S 1'\ �A crS Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @ 20.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 Main Service 200, 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 'rrNll fPr/Q-2 and effect. License Class ~ 1 p Lic. No. / Z (,�, 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 OR ADDNS. ( a ACC. BLDS. so 3.50FT, NOON- REOSIDT MULTI -OUTLET @7,50 POWER APPARATUS a SINGLE OurLET CIR. Ex. Occup. OUTLET OR FIXTURES 20 Q 100 BAL @ ,50 ED Ex. Occup. OUT RES,D•DE, 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 MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith �� with�� Rro`visions. u�`�\"1 G' , X _ Date �` 1 Signaturld of Applicant - ❑ Owner Contractor ❑ 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 $ HAZ. D. FEES IMP FLOOD X CDF IX PARCEL PD HD ISSUE This permit is hereby Issued under of the Butte County Code and/or indicated above for which fees have PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. % ) l V D DefB Receipt No. oC ,3 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION i, 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 (Rev.12- e) APPLICATION AND PERMIT_ � 7PT NO. ASSESSOR PARCEL NUMBER ZOMNG (J BUILDING PERMIT OWNER TEllPHONE SO. FT, OCC. BUILDING VALUATION 01NNER7 MAILINo SS �- r MINaas����atlt��l.� , rW LENDER'S MAILING ADDRESS - ARCHITECT OR ENWNEER ARCMTECT OR E4OMEEA9 MMUNG ADDRESS BUILDING ADDRESS LOT NO. I SUBDMSION'BNAME USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome Other SPECIFY TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other mr", Describe Work: J� t (Y, e ( yl I ( e *PERMIT FEE PAID / % 00 SRA SHERIFF OTHER AMOUNT RECEIVED *RECEIPT NUMBER * TO BE PUT INTO COMPUTER Total Valuation S Filing Fee $ Permit Fee S Plan Checkina Fee S Energy Plan Checking Fee E E PERMIT FEE $ PLUMBING PERMIT ch Tra Sola r hent um water heater Water i Each as wat eater or vent Gas piping system 5 outlets Building sewer Mobile Home S G W PERMIT FEE I S 20.00 .�a -utng Fee 20.00 7.00 23.00 15.00 15.00 15.00 15.00 @20.00 20.00 in Service o: oa LESS 23.00 Mai Service 200A TO IOWA 46.00 CO T. DDNS.A OWE11JN0 OCCUR ACC. BIDS.!0occu ID. ' jEx. MULTFOUTLET @7.50 POWER APPARATus SINGLE OUTLET CUR. OR FOITUREs 20 ®I.00 I 8AL ,SO EX. OCCU O ESID.OREX 5.00 I Temporary Service i 23.00 Mobile Home Facilities 20.00 PERMIT FEE S MECHANICAL PERMIT Filing Fee 20.00 6.50 ff Home Installation Fee I Inspection Fee S �Mc^OZ";SIT, nPE O� TOTAL FEE S FEES IMP FLOOD COF PARCEL pD IID ISS 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 _ illhm F. Squyl-es, Jr. P.O. Box 3176Chico, CA 95927 FIRE, PROTECTION Lie. No. 275206 (530) 345-1012 Naine Address 9 5? 4 6 Cily \"/o Si. Zip 'T'elephone DATE,DATE, OF 1'I.ANS 9- S-- 01 V,,le_ FIRE PROTEC'T'ION SERVICES: Name \vcw Rccl�C- Address 44L, a City V Ilr SE zip Telephunc I'ART WORK DA -I -h PROPOSAL NO. N5 SA41'1ra I On" sJ `V , .5l't m Q 5 tC 1 N E P—A�n�,---- l��-c A- • C;,_�r._►.>n4.��e�s,,a�-.Q.b�_R.ilwb_Ic..�''_�oa..1 F'Ll�es) CSP Y1ct' {�- _Q�sc� o�cccss c�►�oc __b� �. QCtS's t`ea�►0.1Q�-1 \ C�u����d �k,�;— c'w�ct` �`� .�is�`� �o��1a.-..��---Go,r_i s_►s'fis----.a..sc__. (� 'e- �j 1 �+ c�---.s�_•,-,I_tsr_�--- ------ ------ Contractors are required by law to be licensed and regulated by the Contractors' State License Board. Any questions concerning • contractor my be referred to the Registrar, Contractors' State License board, 9835 Goethe Road, Sacramento, CA 95827. Malting Address-. P.O. Box 26000, Sacramento, CA 95826 Material and Labor as required in accordance with the above specifications. THE ABOVE PRICES, SPECIFICATIONS AND CONDI- For the ` ` 'I'IONS ARE SATISFACTORY AND ARE HEREBY Sum of: TW O� a V s ti h A n 1 n h h Anel C l,Lv� 01hCACCEPTED. YOU ARE AUTHORIZED TO COM - U.S. Dollars S C3 111 1:1�— PLETE THIS CONTRACT AS SPECIFIED. PAYMENT / ,� 1 � , WILL B1: MADE AS OUTLINED TO THE LEFT. Payment to be matte as follows: BOO U CJ o n J �b�fJ a� I Z.1010 r o%/s�) IJ� i ) Al s All material is guaranteed to be as specified. All work to be completed in a workmanlike manner according tosundardpractices. Any slteallot, ordeviuionbumabove slrocificauon SIGNATURE Olt COMPANY Involving calla costs will be executed unly uprnn written orders, and will become rn extra charge over and above the proposal All ■gmcnicnts tmntingeot upon strikes, accidents or delays beyond our control. Owner to carry rim, tornado and cher necessary insurance. Our worker aro fully covered by Workman's Caopetsadarn Insurance. da AUH IORIZED SIGNATURE NOTE t 'Ilils proposal y be withdrawn by us if not ■ocelnal within 1 ys• AUTHORI" ,ED SIG T E - DATE OF ACCEPTANCE William F. Squyres, Jr. Fire Protection Lic. No. 275206 P.O. Box 31'76 • Chico, California 95927 53.rt. DATE FOR SERVICES RENDERED 0�'3 1� � ) . . yn'rl) v N^ lz� '3 )�7) \\\r N-� " 1--� STATEMENT p tr NOTES r w 7 i ✓ s .. 3 r i f i s RESIDENTIAL 041-610-001 ai: 1074 DEWALT, LORRI 3296 WILLIAMS RD. OROVILLE I CONT: BILL SQUYRES FjkE SPRINKLERS D /- O s- S-/ D/-61�s a 11 SPECIAL CONDITIONS 11 SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) Signature CHECKED BY I •� `F000NTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 1 t "; 7 County Center Drive Oroville, California 95965 • Telephone (530) 538-7541 PE MIT N0. ' �'(Rev.12/96) ` `44T ASSESSOR PARCEL NUMBER 041-6910-00 ZONING BUILDING PERMIT OWNER.` DI3dALT LARRI TELEPHONE 332-9846 SO. Fr, OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS ' 168 VAIL DR. CH100 CA 95973 CONTRACTOR'S NAME BILL S JR. TELEPHONE CONTRACTORS MAILING ADDRESS PO BOX 3176 CHICO. CA 95927 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 59.w ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 3296 WILLIAMS IAMS D OWNTUE,CA 9 6 Energy Plan Checking Fee $ $ PERMIT FEE S Inq LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF❑'A Duplex ❑ Mobilehome 1=1 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 d Addition ❑ nnRemodel ❑ Utilities ❑ Installation ❑ Other IN Describe Work: , M t,, i a1 {Vn�Lk 1 G *404 R /1 �A r# t' Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W Q20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service "..A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION ' ,.: r- 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 for a and effect. ii /- License Class i Lic. No. �! O 1�• OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. ( OWE JM OCcUP. OR S. 3.5¢x: co MULTI No ID U 97.50 POWER APPARATUS S SINGLE OtlTLET CIR. , EX. OCCU OUTLET OR FDRUREs 20 Q''00 BAL @ .50 Ex. Occup. ours R= .) E 5.001. Temporary Service r.1 23.00 Mobile Home Facilities 20.00 Misc. Wirin PERMIT FEE S WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of Consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEI: S Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section, 3700fofifhe+Labor Code, I shall forthwith comply with those Rovisions. / ** X ( Data Signatu�Applicant - ❑ Owner ContractoeL,( ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST TYPE TOTAL FEE $ 109.00 HAZ. I D. FEES IMP I FLOOD I CDF PARCEL I PD I HD 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. y 4 t+ �" �A� BIA4C-(� V Date7///!!! ��4 !/ PERMIT EXPIRES ON 1511 v/&?, I i ate' Receipt No. 3,2 LIP fn.� / 0 (/,,00,.A WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT V=OK' 0 = Not OK - = Not Applicable =Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements Footings; Soils -Size -Depth -Spacing -Connectors -Steel 2. Soils; Special MH Support Sketch Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer; Location -Test -Fall -C/O -Concrete Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 4. Water; Location -Test -Easement Needed (Sketch) Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Carports; Windows -Doors 6. Gas; Location -Test -Wrap;-/ /" L'N. / P Nat. or/ /"L"ft./ PLPG Electric 7. Well Clearance & Disconnect Frmg.; Sills-Anchors-Studs-Rhrs-Trusses 8. Utility Clearance Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 1. 4. Electricity; MH Test -Crossovers -Breakers -Clearances 2. 5. Drain; MH Test -Fall -Flex Connector 3. 6. Water; MH Test -Regulator -Connector 4. 7. Water and Sewer Connected -C/O to Grade -HD Approval 5. 8. Gas and Electricity Tagged 6. 9. Tie Downs -Type -Installation Cert. 7. 10. Exits; Insp.-Sketch 8. 11. Cert. of Occupancy 9. 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rhrs-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 J = OK 0 = Not OK - = Not Applicable RESIDENTIAL (Single & Duplex) = Not Readv Date Underfloor (Plans) OK except It's 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ r' Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ r' Ftg. Depth 5. Stemwalls, Main; Steel- Blockouts-Wrapped 6. Stemwalls, Garage; Steel- Bloc kouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except It'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 69. Stairs & Rails Date 70. Card B-1 Date Card B-1 Date 71. Card B-1 Date Card B-1 Date 72. ELECTRICAL (Permit) OK except It'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 O Yes ❑ 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 84. A.C. Unit Disconnect, Electrical -Plumbing Date 85. Card B-1 Date Card B-1 Date 86. Card B-1 Date Card B-1 Date 87. MECHANICAL (Permit) OK except It'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 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 FRAMING (Permit) OK except It's Date 40. Sills Proper Materials & Anchors Comments at Final: 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 Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. 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. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except It'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 ❑ 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 Root, 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: April 25, 2001 Lorrie De Walt 168 Vail Drive Chico, CA 95973 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Parcel Number: 041-610-001 Building Permit Number: 01-0852 This office reviewed building plans for the permit application referenced above. The plans examiner's comments are listed in Part I below. Please respond in writing to each comment in Part -I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the recheck and approval of this project. If more than one party is responsible for plans, all party's must respond on the PLAN REVIEW RESPONSE FORM. PART -I Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Revised plot plan, submitted to the health department, shows house and garage at different orientations then originally shown on plans. Is the revised plot correct as to orientation? /i Please sign the enclosed detached accessory building form. (See back of form). /3. Provide dimension of distance between house and garage. 4. Maximum span on 2x8 ceiling joist is 23 feet. 5. Review of the building plans by the Butte County Building Division engineer has not been completed at this time. Any additional comments from the engineer will be addressed in separate correspondence. Plan check will continue upon receipt of all of the above items. Additional comments may be generated from your response above where the plan documents were incomplete, inconsistent or not adequate to depict code compliance.. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Fridays. The items identified below must be submitted prior to permit issuance. These items were noted at the time of permit application on the PERMIT APPLICATION DATA SHEET. 1. Provide clearance from Environmental Health Department. Sincerely, Martha Whitney Plans Examiner cc: Greg Peitz April 25, 2001 Lorrie De Walt 168 Vail Drive. Chico, CA 95973 Department of Development Services building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Parcel Number: 041-610-001 Building Permit Number: 01-0851 This office reviewed building plans for the permit application referenced above. The plans examiner's comments are listed in Part I below. Please respond in writing to each comment in Part -I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the recheck and approval of this project. If more than one party is responsible for plans, all party's must respond on the PLAN REVIEW RESPONSE FORM. PART -I Provide additional information and/or make revisions to plans, specifications and calculations as follows: Op-levised plot plan, submitted to the health department, shows house and garage at different orientations then originally shown on plans. Is the revised plot correct as to orientation? xThe house will require fire sprinklers. Please make application for fire sprinkler permit and submit two sets of plans prepared by a licensed C-16 contractor. House and sprinkler permit will only be issued concurrently. / Review of the building plans by the Butte County Building Division engineer has not been completed at this time. Any additional comments from the engineer will be addressed in separate correspondence. Plan check will continue upon receipt of all of the above items. Additional comments may be generated from your response above where the plan documents were incomplete, inconsistent or not adequate to depict code compliance.. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Fridays. The items identified belowtust be submitted prior to permit issuan* These items were noted at the time of permit application on the PERMIT APPLICATION DATA SHEET. 1. Provide clearance from Environmental Health Department. 2. Balance of fees is $1244.45 3. Complete and return your School Fee form. 4. Complete and return your Park Impact Fee form. 5. Pay Sheriff s Fee of $360.00 6. Pay Water Tender Fees of $200.00. 7. Provide a recorded copy of your Agricultural Acknowledgment Statement. SiAEanuner Mtney Pl cc: - Greg Peitz 4 PLAN REVIEW RESPONSE FORM In order to expedite the review of your plans, please complete the following information and return this form with yow this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. Thm must be a. response to every item requested in our plan correction letter. "By others" is not considered a valid response. pkaft indicate response to each item and the location wbere the information can be found on the plandcalcs. Lo rr,, Jam. ESSORS PARCEL NUMBER 641. Ito - oo ` RESPONSE FOR PLAN CHECK LETTER DATED: APM "2-5', 2oc� 1— 3v -w s e►c �- Cl"��sQ PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: 3 cryr s.1 S c Ori ur�fi�� . Sem Nvr �rr��.J qvr 0 — �' Qo_ JL PLAN CHECK RESPONSE BY: VLOCATION ON PLANS/CAL'CS:,-^ COMMENTS: 04 PLAN CHECK ITEM # RESPONSE BY: 3 ENTS: PLAN CHECK ITEM # LOCATION ON PLAN LOCATION ON P PLAN REVIEW RESPONSE FORM In order to expedite the review of your plans, please complete the following information and Murn this form with your this form is not complete. as to all correction items, we Will not be able to swept your re -submittal for review. •� m anitt response to every item requested in our plan correction letter. By other' is not considered a valid response. plye pbe a response to each Item aM the location wbera the information can be found on the planskales. ATTACH THIS FORM TO A COPY Of YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND OR mum .. Zo,qAl De WALT r»x4ovr%4-- Oyl-!�lO- DO% of-d8��2 RESPONSE FOR PLAN CHECK LETTER DAJEO: kpy,1 , e -2s 2c -I PLAN CHECK ITEM M RESPONSE BY: COMMENTS: LOCATION ON PLANS//C�ALCS: COMMENTS: re -v I S t p'� yL t S re,c.. �-�• o or c o Se�G Wo c.,,r'rv),J nOf - i PLAN CHECK ITEM li RESPONSE BY: o LOCATION ON PLANS/CALCS: COMMENTS: COMMENTS: a. PLAN CHECK ITEM # le I RESPONSE BY: c, k , 4,A - LOCATION ON PLANS/CALCS: 5I COMMENTS: a. PLAN CHECK IT I! RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: a. PR -ECT PROCESSING RECORD APPLICANT: k OWNER: PERMIT l: I- S t OF SZ A. P. #: c9 ( a OCo l WORK DESCRIPTION: DATE DFScRIPTLON OF STEP_ 2L3 o i 5 q o � af-46D Ot(, n A4*TT Gv I R125 Ra7'5- ®6"'146. .37AICT r,60lC:IU60 f� APPtu d60 64 S17-Io'l . Zr APPEA93 6NVp. CrWOSE 17cy5 tbofrlR&D OAJ T� PkTh- SAW 17CW5 I16elas 4fzj° -fo 1 A Owner: �-1 �' `�"Building Permit Number: (0% — 0 g SZ- Plans Examiner: A. P. Number: ie) GENERAL: C�CC1-� I. Zoning requirements - (number of permitted living units). - 2. Building permit valuation 3. Plans signed by the designer. .4. Proper description of work. on the application. 5. Existing violations on the property. 6. Recorded notice of violation. PLOT PLAN: 1. Complete parcel size and dimensions. 101 P P Oh Q -GHQ 2. Setbacks, side yard, easements, 6te. 1` 3. Other buildings or structures. 4. Grading, fills and/or drainage. Flood hazard. 6. Special conditions on Parcel Map (Noise Fire Sprinklers, Water Tender, Traffic and Drainage fees). FAU & FAS road setback. Building or utilities across lot lines (record form). FLOOR PLAN: Plans and specifications drawn to scale with dimensions and of sufficient clarity (Uniform Building. Code section 106.3.3). 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). . Egress windows (Uniform Building Code section 310.4). Skylights (Uniform Building Code section 2409 & 2603.7). Glazing in Hazardous locations (Uniform Building Code- section 2406). . Required room sizes and ceiling heights (Unifortri Bing Code section 310.6). GFCI in baths, garage, kitchen, wet bar, and eodeiriori6ceptacles (NEC 210). 8 Prohibited locations of gas water heaters (U-i form " ThiMbi ig Code 509& 1213.5). 9. Prohibited locations of gas heating egaipaient(Um Mechanical Code 304.5). 1 Garage fue«allseparation - rewired oa gauge stile mdading supporting walls and posts (Uniform Building Code section 302.4 exce0ti6n#3).. 11 Wood stove location - Alcove clearance (UMC section 205 confined space & 223 unconfined space). 12 Smoke detectors (Uniform Building Code section 310.9:1). 13 Water closet clearances (Uniform Plumbing Code 408.5). 14. Shover compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). Page 1 of 2 STRUCTURAL DETAILS: 1 Conventional construction— Un y shaped buildings (Uniform Building Code section 2320.5.4). 2: 'Standard bracing or c6&eered designI- niform Building Code se6tion 2320.11.3). Clerestory requiring b gan or sneering. 'Three story building requiring engineered calcailations and plans. 5. Foundation plan complete enough to construct building. 6: Floor construction details complete enough to construct building. 7. Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. C'e,�j Ct Ra$er ties or bearing ridge beam. n,� 10:. Fiiieplace construction details and calculations if necessary. ' ' �" 11. Garage door header size(s). 3 12. Porch header size(s). 13. Stud heights. 14. Expansive soil — special foundation design required. 15. Retaining walls requiring design. 16: Special Inspection requirements. 17. Header sizes.. 18. Gypsum wallboard nailing inspection required. MISCELLANEOUS ITEMS: Stairway details — landings, rise and run, head clearance, handrails (Uniform Building Code section 1006): + Guardrails (Uniform Building Code section 509). Brick or stone veneer (Uniform Building Code section 1403). ' Extsrioi plaster— weep screeds (Uniform Building Code section 2506.5). Roofpitch for roof covering (Uniform Building Code Table 15-B-1 & 2,15-D-1 & 2). covering1t pe — (fire hai&d). Foaan insulation —protection. Ta 36" halls and stairways (Uniform Building Code section 1004.3.3.2). Two exits on three — story dwellings (Uniform Building Code section 1004.2.3.2). _ uderfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). 1— c access and ventilation (Uniform Building Code section 1505). G�,��� Combustion air for fuel burning appliances — LPG requirements. 1 _ - 13—sore - 14. Energy design compliance and supporting documentation. 15: Flashing at all exterior openings. 16. CDF responsible area requirements. 17. Building PTd uirements:� 17.1. 17.2.levation certificate. 17.3. Fire Sprinklers required. 17.4. Special Inspection requirements. :. 17.5. Use Permit conditions. - 17.6. Sub -Standard Housing letter. • Page 2 of 2 • 13R `f3/'f7 RESIDENTML PLAN REVIEW OUIIDE- SINGLE F"LY, DUPLEXAA D MISCELLANEOUS ONLY Owner: D, � aJ-- Building Permit Number: Plans Examiner. (YIV) A. P. Number 01- 05-1 GENERAL: ,A' Zoning requirements - (number of permitted living units). 2. Building permit valuation. 3. Plans signed by the designer. 4. Proper description of wo ' rk ' on the Application. -\5. Existing violations on th6 property. 6. Recorded notice of violation. S. RDA- PLOTPLAN: Complete parcel size and. dimensions. 3 f P Owl Setbacks, side yard, easements, 6tc. _3.,' Other buildings or structures. o r ,*.' Grading, fills and/or drainage. -5-"Flood hazard. TSpecial conditions on Parcel Map (Nois S ire Sprinkle ater Tender, Traffic and Drainage fees). ,Y FAU & FAS road setback. Building or utilities across lot lines (record form). FLOORPIX'i: Plans and specifications drawn to scale with dimensions and of sufficient- clarity (Uniform Building Code section 106.3.3). 10% of natural U& and 5% of ventilation (Uniform Building Code section 1203): 3. Egress windows (Uniform Building Code section 3.10.4). 10.4). Skylights (Uniform Building Code section 2409 & 2603.7). 5. Glazing in Hazardous locations (Uniform Building C6& section 2406). - - 6 Required room sizes and ceiling heights (Unifbibf Building Code section 310-6). 7 GFC1 in baths, garage, kitchen, wet bak, and cdefi (NEC 210). 8. Prohibited locations of gas water h6areft (`Ud&rm-PhiMbM-- "9 Code 509&1213.5). 9. Prohibited locations of gas heifingle-qi-mp (Uhifo& Mechanical Code 3043). 10 Charagefim%all separation- rt V—reiid on garageside inc. , UU5 posts (Uniform J,,if= Building Code section 302.4 11. Wood stove location - Alcove clearance (UMC section 205 confined space & 223 unconfined space). I - Smoke detectors (Uniform Building Code section 310.9.1). I Water closet clearances (Uniform Plumbing Code 408.5). I Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412-7). Page 1 of 2 STRUCTURAL. DETAILS: 1. Conventional construction - Unusually shaped buildings (Uniform Building Code section 2320.5.4). 2: Standard bracing or engineered design (Uniform Building Code se6tion 2320.11.3). 3:Clerestory requiring balloon framing and/or engineering. lVee story building requiring engineered calculations and plass. 5. Foundation plan complete enough to construct building. 6. Floor construction details complete enough to construct building. 7 Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. 9. Ra$er ties or bearing ridge beam. Ty'aAla" C�' . Fireplace construction details and calculations if necessary. 11. Garage door header size(s). 12. Porch header size(s). 13: Stud heights. 14. Expansive soil - special foundation design required. t&w 15. Retaining walls requiring design. Special Inspection requirements. . Header sizes.. r 8. Gypsum wallboard nailing inspection required. MISCELLANEOUS ITEMS: 1. Stairway details - landings, rise and run, head clearance, handrails (Uniform Building Code section 1006): + 2. Guardrails (Uniform Building Code section 509). 44, Brick orstone veneer (Uniform Building Code section 1403). Fxtenor plaster- weep screeds (Uniform Building Code section 2506.5). Roofpitch for roof covering (Uniform Building Code Table 15-B-1& 2,15-D-1 & 2). 6. 7105f coveTiug'type = (fire hazard). Foam -Insulation- protection. 36" halls and stairways (Uniform Building Code section 1004.3.3.2). `9. Two exits on three - story dwellings (Uniform Building Code section 1004.2.3:2). 10,, Underfloor access and ventilation (Uniform Building Code section 2306.3 &2306.7). 11 -Attic access and ventilation (Uniform Building Code section 1505). 12. Combustion air for fuel burning appliances - LPG requirements. = T r'Sauad requirements. - 14. Energy design compliance and supporting documentation. Flashing at all exterior openings. _ 6. CDF responsible area requirements. 17. Building Permit requirements: V 17.1. SRA. 17.2. Flood elevation certificate. 17.3. Fire Sprinklers required. 17.4. Special. Inspection requirements. 17.5. Use Permit conditions. - 17.6. Sub -Standard Housing letter. Page 2 of 2 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES OWNER'S STATEMENT OF USE - DETACHED ACCESSORY BUILDING PN: ONE: BUILDING PMT. # Gyi-(d(o OWNER:L02/L/ [lP_I JA&7 PHONE: (536) MAIL ADDRESS: I to R V A t L ✓Z . C IH l Lb - q ci-7 , SITE ADDRESS: �ry;`///� /y C h �, 02lJ ✓,' / �_ PROPOSED USE: 0 C4 /? O/4 2 A CC CONSTRUCTION FEATURES: 14. Will this building have insulated floor, walls, or ceiling? Yes: No: 15. Will this building be heated or cooled? Yes: No: ✓ 16. Will this building have a water closetttoilet? Yes: No: �✓ PLEASE ANSWER QUESTIONS 1-20. PLEASE EXPLAIN YES ANSWERS (2-18) IN THE SPACE PROVIDED ON THE REVERSE OF THIS FORM. (PLEASE PRECEDE EACH COMMENT WITH RELATED QUESTION #) Will this building have a sink? GENERAL INFORMATION: No: 18. 1. Is there a primary dwelling on the property? Yes: No: 19. 2. Is the structure already built, under construction, or under notice of code violation? Yes: No: 20. 3. Will items produced in this building be offered for sale? Yes: No: ✓ 4. Will the public have access to this building? Yes: No: �✓ 5. Will any advertising, on or off site, be associated with the use of this building? Yes: No: 6. Will this building be occupied at any time as a sleeping quarters? Yes: No: 7. Will this building be occupied at any time as an eating area? Yes: No: V.7-- 8. 8. Will this building be occupied at any time as a cooking area? Yes: No: 9. Will this building be occupied at anytime as a living area? Yes: No: SITE CONDITIONS: 10. Is the structure foundation within 5' of septic tank or leach lines? Yes: No: ✓I/ 11. Is any portion of the proposed structure located closer than 20' to your front property line? Yes: No: ✓����---- 12. Do you plan to add a driveway or modify existing access to a county maintained road? Yes: No: ----. 13. Will the proposed structure encroach within any recorded easement? Yes: No: CONSTRUCTION FEATURES: 14. Will this building have insulated floor, walls, or ceiling? Yes: No: 15. Will this building be heated or cooled? Yes: No: ✓ 16. Will this building have a water closetttoilet? Yes: No: �✓ 17. Will this building have a sink? Yes: No: 18. Will this building have a water heater? Yes: No: 19. What type of floor covering will the building have? CE /'iCNT 20. What type of wall covering will the building have? r!'L M Gic.J % q n/ `� ADDITIONAL INFORMATION: I hearby affirm under penalty of perjury the above infromation is true and correct. I understand that any changes to the use, or character of use, of this building will require permits from the permitting authority. I understand that Real Estate Disclosure laws require disclosure of this information if or when offered for sale. l��l�(�l.t �DW /01 1 -i, yg 30-01 �/ - 3 0 -(J-)O NER'S SIGNATURE DATE OWNER'S SIGNATUREJ DATE FOR DEPARTMENTAL USE REVIEWED BY: DATE: COMMENTS: 07/17/1998 -'�TA Cr F- 19TEf M-1 ros F- P 5wo r C. --F-:Xl-,7N<:-j WELL W/ A-101 r,-. of SF Tic rizorosF-p Httss-a ZA 7t'F-w G&r-rr-., sy4p-rEH DEFT, r T T t - Vr-SICNA-TEo PF -1 L0 AREA GjqAVF--L DRIVE A., SMS L � 0'� APPROVED Butte County Eqvironmental Flealth m 1,, i-00 I 6+1-Blo-ooj - DOC. - �i• w .Uw to "AND WHEN RECORDED MAII. TO: BUTTE COUNTY WELDING DIVISION 7 COUNTY CENTER DRIVE OROVELLE, CA 95965 COPY of Document Recorded. 10 -May -2001 2001-0019463. Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Ass e550R PARCaL s% C ►A -tt I� C N E N(AM6E/t py 1- (010- 00 1 DatePROPERTY OWNERS: State of California ) County ofd rte ) personally a0peared L 0 k RJ /< . ';W E u) c_T - known4e-me (or proved to me on the basis of satisfactory evidence) to be the person whose name(o is/are subscribed to the within instrument and acknowledged to me that hetshelthey executed the same in his/her/their authorized capac1ty0es), and that by -bis/her/their signature( on the instrument, the person( or the entity upon behalf of which the person(s acted, executed the instrument. WITNESS my hand and official seat - Seal: CHERYL E ORMTO%V Co"Wh1won i 1298047 l�,t EbOm M.r22.2 05/10/01 13:29 FAX 530 893 8748 SIERRA NEVADA BREWING IiD004 ORDER NO. BU -178651 TS DESCRIPTION THE LAND,REFERRED TO HEREIN IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND TS DESCRIBED AS FOLLOWS: PARCEL I: LOT 1, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 27, 1996, IN BOOK 139 OF MAPS, AT PAGE(S) 43, 44, 45, 46 AND 47. A CERTIFICATE OF CORPJECTION RECORDED MARCH 5, 1996, UNDER BUTTE COUNTY RECORDER'S SERIAL, NO. 96-8249.. RESERVING THEREFROM A NON-EXCLUSIVE EASEMENT FOR INGRESS, EGRESS AND ROAD AND PUBLIC UTILITIES AS SHOWN ON SAID MAP. THIS DEED IS MADE AND ACCEPTED UPON THE COVENANTS, CONDITIONS AND RESTRICTIONS AS SET FORTH IN THAT CERTAIN DECLARATION OF RESTRICTIONS RECORDED FEBRUARY 27, 1996, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 96-7100, BUTTE COUNTY, CALIFORNIA; ALL OF WHICH ARE INCORPORATED HEREIN BY REFERENCE THERETO WITH THE SAME FORCE AND EFFECT AS THOUGH FULLY SET FORTH HEREIN -AT LENGTH AND GRANTEES 'BY ACCEPTANCE OF THIS DEED APPROVE, ADOPT, RATIFY AND AGREE TO THE TERMS OF SAID DECLARATION. AP#: 041-610-001-000 PARCEL II• A 60 FOOT NON-EXCLUSIVE EASEMENT FOR INGRESS, EGRESS, ROAD AND PUBLIC UTILITIES OVER WILLIAMS ROAD AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE, RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON. FEBRUARY 27, 1996, IN BOOK 139 OF MAPS, AT PAGE(S) 43, 44, 45, 46 AND 47. PABgEL III: A 60 FOOT NON-EXCLUSIVE EASEMENT FOR ROADWAY AND PUBLIC UTILITY PURPOSES OVER A STRIP OF LAND LYING 30 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CEITTERLINE WHICH TRAVERSES PORTIONS OF SECTIONS 17 AND 20, TOWNSHIP 21 NORTH, RANGE 3 EAST, M.D.B. & M., MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT LOCATED IN THE CENTERLINE OF THAT CERTAIN BUTTE COUNTY ROADWAY KNOWN AS WILLIAMS ROAD AND SAID POINT BEING THE SOUTHEAST CORNER OF THE WEST HALF OF THE NORTHEAST QUARTER OF SECTION 20, TOWNSHIP 21 NORTH, RANGE 3 EAST, M.D.B. & M., AND MARKED BY A 1 1/2 INCH GALVANIZED IRON PIPE SET IN CONCRETE FLUSH WITH THE GROUND AND IDENTIFIED BY A BRASS PLUG STAMPED LS 2780 AND CONTINUED 05/10/01 13:30 FAX 5'30.893 8748 SIERRA NEVADA BREWING Q005 ORDER NO. BU -178651 TB DESCRIPTION - CONTINUED PARCEL III — CONTINUED ALSO BEING THE CENTERLINE OF AN EXISTING ROADWAY KNOWN AS THE "OLD STAGE ROAD", AND REFERRED TO IN THAT CERTAIN DEED FROM REINETTE CLARK PORTER TO W. C. CANNELL WHICH WAS RECORDED MARCH 4, 1966, IN BOOK 1416, PAGE 660, OFFICIAL RECORDS; THENCE ALONG THE CENTERLINE OF SAID "OLD STAGE ROAD", NORTH 0 DEG. 34' 34" EAST FOR 105.17 FEET; THENCE NORTH 50 DEG. 08' 46" WEST FOR 106.84 FEET TO AN ANGLE POINT IN SAID "OLD STAGE ROAD"; THENCE LEAVING THE CENTERLINE OF SAID "OLD STAGE ROAD", AND CONTINUING NORTH 50 DEG. 08' 46" WEST FOR 189.54 FEET; THENCE NORTH 17 DEG. 45' 18" WEST FOR 383.83 FEET;. THENCE_10RTH 0 DEG. 49' 02" -WEST VOR 238.99 FEET TO THE BEGINNING OF A 100 FOOT RADIUS CURVE CONCAVE TO THE SOUTHWEST; THENCE FOLLOWING ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 31 DEG. 13' 04" FOR AN ARC DISTANCE OF 54.49 FEET TO THE END OF SAID CURVE; THENCE TANGENT TO SAID CURVE, NORTH 32 DEG. 12' 06" WEST FOR 58.89 FEET TO THE BEGINNING OF A 100 FOOT RADIUS CURVE CONCAVE TO THE SOUTHEAST; THENCE FOLLOWING ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 75 DEG. 52' 02" FOR AN ARC DISTANCE OF 132.41. FEET TO THE 'END OF SAID CURVE; THENCE TANGENT TO SAID CURVE, NORTH 43 DEG. 39' 54" EAST FOR 372.56 FEET; THENCE NORTH 26 DEG. 23' 04" EAST FOR 250.04 FEET TO A POINT LOCATED 30 FEET WESTERLY OF THE EASTERLY BOUNDARY LINE OF THE WEST HALF OF THE NORTHEAST QUARTER OF SECTION 20; THENCE PARALLEL TO AND 30 FEET WESTERLY OF SAID BOUNDARY LINE, NORTH 0 DEG. 34' 34" EAST FOR 247.26 FEET; THENCE NORTH 18 DEG. 02' 01" EAST FOR 100.00 FEET TO A POINT IN SAID EASTERLY BOUNDARY LINE OF THE WEST HALF OF THE NORTHEAST QUARTER OF SECTION 20; THENCE FOLLOWING ALONG SAID BOUNDARY LINE, NORTH *0 DEG. 34' 34" EAST FOR 668.70 FEET TO THE NORTHEAST CORIJER OF SAID WEST HALF OF THE NORTHEAST QUARTER 01' SECTION �20; -THENCE FOLLOWING ALONG THE EASTERLY BOUNDARY LINE OF THE WEST HALF OF THE SOUTHEAST QUARTER OF SECTION 17, NORTH 0 DEG. 00' 13" EAST FOR 785.04 FEET TO THE INTERSECT WITH THE NORTHERLY BOUNDARY LINE OF THAT CERTAIN PARCEL OF LAND CONVEYED BY DEED FROM -ROBERT G. AND SARA W. WATERHOUSE TO ROBERT R. LATCHFORD AND MICHAEL STRIEBY, DATED MARCH 20, 1967 AND RECORDED IN BOOK 1464, PAGE 308, OFFICIAL, RECORDS AND BEING THE END OF SAID DESCRIBED CENTERLINE. PARgE4 IVs A RIGHT OF WAY FOR ROAD AND PUBLIC UTILITY PURPOSES, 30 FEET IN WIDTH AND 60 FEET IN LENGTH, LYING WESTERLY OF, CONTIGUOUS WITH AND ADJACENT TO THE FOLLOWING DESCRIBED LINE: COMMENCING AT THE SECTION CORNER COMMON TO SECTIONS 17, 16, 20 AND 21, TOWNSHIP 21 NORTH, RANGE 3 EAST, M.D.B. & M . ; THENCE WEST ALONG THE SOUTH LINE OF SAID SECTION 17 TO THE EAST 1/16 CORNER -OF CONTINUED 05/10/01 13:31TAX 530 893 8748 N DESCRIPTION - CONTINUED SIERRA. NEVADA BREWING Q007 r ORDER NO. BU -17865.1 TB PARCEL VI - CONTINUED i CREEK, SOUTH 00 DEG. 53' 48" WEST, 280.68 FEET; THENCE SOUTH 03 DEG. 07' 52" WEST, 104.96 FEET; THENCE SOUTH 30 DEG. 58' 55" WEST, 139.77'FEET; THENCE SOUTH 53 DEG. 30' 45" EAST, 147.70 FEET TO THE POINT OF BEGINNING. SAID VIEW EASEMENT IS APPURTENANT TO AND FOR THE BENEFIT OF PARCELS 1 THRU,3 AND PARCELS 5 THRU 10 SNCLUSIVE, AS SHOWN ON SAID PARCEL MAP. THIS VIEW EASEMENT IS INTENDED TO PROHIBIT THE CONSTRUCTION OR PLACEMENT OF OUTBUILDINGS AND THE PARKING OR -STORAGE OF VEHICLES OR EQUIPMENT WITHIN SAID VIEW EASEMENT AR9A.. THIS VIEW EASEMENT IS NOT INTENDED TO PREVENT THE CONSTRUCTION OR INSTALLATION OR UTILITIES, ROADWAY, OR FENCING APPROVED BY THE CC&RS OR ANY OTHER LAWFUL USES WITHIN SAID VIEW EASEMENT AREA, PROVIDED THAT NO ROADWAY -SHALL BE CONSTRUCTED WITHIN THE -MOST EASTERLY 250 FOOT BY 30 FOOT STRIP OF SAID VIEW EASEMENT AREA. 05/10/01 13:31 FAX 530 893 8748 SIERRA NEVADA BREWING [a 006 _.. ORDER NO. BU -178651 TB DESCRIPTION - CONTINUED PbRCEL XV - CONTINUED SECTIONS 17 AND 20, SAID POINT ALSO BEING THE SOUTHEAST CORNER OF THE WEST HALF OF THE SOUTHEAST QUARTER OF SECTION 17; THENCE NORTHERLY 785.04.FEET'ALONG THE EASTERLY LINE OF SAID WEST HALF AND THE TRUE POINT OF BEGINNING FOR THIS EASEMENT; ^HENCE NORTHERLY ALONG SAID EASTERLY LINE 60 FEET TO THE END OF THIS EASEMENT. AS DESCRIBED IN THE GRANT OF EASEMENT RECORDED JANUARY 30, 1996, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 96-03784. PARCEL V: A RIGHT OF WAY FOR ROAD AND PUBLIC UTICLITY PURPOSES 60 FEET IN WIDTH, THE CENTERLINE OF WHICH IS DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF PARCEL 3, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, IN BOOK 117 OF MAPS, AT PAGE(S) 36; THENCE ALONG THE WEST LINE OF SAID PARCEL 3 NORTH 00 DEG. 04' 44" EAST 236.01 FEET TO THE TRUE POINT OF BEGINNING FOR THIS EASEMENT; THENCE NORTH 25 DEG. 47' 02" WEST 130.39 FEET; THENCE NORTH 00 DEG. 10' 48" EAST 129.93 FEET; THENCE NORTH 22 DEG. 1'.' 09" EAST 150.53 FEET TO A POINT ON THE WEST LINE OF PARCEL 4 OF SAND PARCEL MAP AND THE END OF THIS EASEMENT. PARCEL-Vl-. ALL 7i AAT CERTAI ? REAL PROPERTY BEING A VIER EASE'MF24T .AREA OVER 7, PORTION OF PARCEL 4, AS SHOWN ON THAT CERTAIN PA.TtCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 27, 1996, IN BOOK 139 OF MAPS, AT PAGE(S) 43 THRU 47, AND BEING MORE PARTICULARLY DESCRI3ED AS FOLLOWS: BEGINNING AT THE MOST SOUTHERLY CORNER OF SAID PARCEL 4; THENCE ALONG THE SOUTHEASTERLY BOUNDARY OF SAID PARCEL 4, THE FOLLOWING COURSES AND DISTANCES: NORTH 39 DEG. 52' 16" EAST, 159.03 FEET; NORTH 03 DEG. 07' 5219 EAST, 104.96 FEET; NORTH 16 DEG. 03' 20" EAST, 102.19 FEET; NORTH 29 DEG. 03' 42" EAST, 189.55 FEET;. NORTH 94 DEG 21' 25" EAST, 320.00 FEET; THENCE LEAVING SAID SOUTHEASTERLY BOUNDARY OF SAID PARCEL 4, NORTH 05 DEG. 38' 35" WEST, 30.00 FEET; THENCE SOUTH 83 DEG. 47' 27" WEST, 589.38 FEET TO AN ANGLE POINT .IN THE WESTERLY BOUNDARY OF SAID PARCEL 4, WHICH POINT ALSO LIES IN THE CENTERLINE OF LITTLE DRY CREEK, AS SHOWN ON SAID PARCEL MAP; THENCE ALONG THE WESTERLY BOUNDARY OF SAID PARCEL 4 AND THE CENTERLINE OF LITTLE DRY CONTINUED Y'fi..�TifS'R�'��-.l�"'�-r�►•rf'K.-''+�..i...�Yd"`tM�•L:zaKT"�1+�'.fw1^r'Y`fey-,.rKy.tin,.fr!n-v"•`�Sn�:i-"Few 'S i ���y:. p+�;F'�{'��t "i��'�7.it•vj],a'/•ii•�+`"Y 74�Ni�".�ti•t1,`�l"i'`('L BUTTE COUNTY PARK FACILITY FEE PAYMENT CERTIFICATION FORM DURHAM RECREATION AN.D PARK DISTRICT Assessor Parcel Number (s): 100 /1 :Property Owner (s) : 0 Lorrt IDe-w . + Project Location/Address: Subdivison Name` Assessable Square Footage: Type of Residential Development (check one): New Development ❑ Alteration/Addition❑ Mobile Home (s) Non Residential to Residential Co6.ents: Building Div •on Represeto ive Date -': Durham Recreation and Park District (DRPD) certifies that De AJA C:-7 Wepti Applicant Name Applicant Phone Number /lab ✓ASL DQ. Street Address 9973 s City State Zip Code' T has complied with the , gr:°iirements of the Butte County,, Board f Supervisors Resolution No. 0?5�(0�- 93 - 114 by payment for square feet at $ 1.04 per square foot for a total payment of$a,&g3 DRPD Representative Date PAID BY CHECK No.: L4 b 4 Remarks: BANK No.: -71 h P- a• PAID BY CASH: RECEI PT No.: DISTRIBUTION: WHITE - APPLICANT PINK - DRPD YELLOW - BUTTE CO. BUILDING DIVISION School District BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) Building Department No. A.P. Number D q� ' (0 1 V ODI Jurisdiction: City County Property Owner Lor r 1 e. Property Location/Address �(� ((V j'} l --/J Subdivision Residential Development 1`. Commercial/Industrial Lot No. No of`Living Mobile Home Addition/ 'Supplemental to Units Installation Conversion Permit # School District :..................:................................................................................. S,q. Footage '(No foundation inspi New � s ?, ' Addition y Roofed Areas) Ll Date 5� Sq. Footage '9 `1 (Group R) ction) bofQ4i;A 7n UX) I F/ D School District certifies that I, e S,q. Footage t (Including Exterior y Roofed Areas) Ll 5 o / Date Ll f representing o7S 14 square feet. School District Representative A Paid by Check # �o / Remarks: AB 2926 $ FULL MITIGATION $ Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 660201a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. •� • If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls 00/98)dmm (Floor Plans reviewed by School District Personnel) District Identification No. bofQ4i;A 7n UX) I F/ D School District certifies that I, e / r I e— —Dew 4 (Applicant) �� V ►L 752 C ti� c� o I,v, l l 1 A -m s . �, (Street Address) f (Phone Number) �• Oro v.l ale C' � 9s 46 ICityl (State) (Zip Code) has complied with the requirements of Resolution No. e)o —4 by payment of $ Ll f representing o7S 14 square feet. School District Representative A Paid by Check # �o / Remarks: AB 2926 $ FULL MITIGATION $ Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 660201a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. •� • If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls 00/98)dmm SITE PLAN REVIEW APPLICATION Date: X23 O "1 AP# Permit Number (if applicable) 0 i k �- ��-obs APPLICANT INFORMATION Parcel Size: Owners Name: Owners Address: ) -68 VAI L t72. 0-4 1 G 0 CA 9 S-) Telephone No.: C) 8 Ll l p Situs Address: W 1 LU4:, 4v -11S GZ 17 Proposed Use: Residential New Single Family Residential ❑ Single Family Addition ❑ Single Family Remodel ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial .❑; Industrial Addition Other ❑ Septic ® Agricultural Exempt Building ❑ Other:_ Brief Explanation (if necessary): ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well DO NOT WRITE BELOW THIS LINE DEVELOPMENT SER VICES INFORMATION (For Staff Use) Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval 12 Site Plan Stamped Approved By Date Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) IN SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: %X ' • Flood Panel No.: ®SS O (2, Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mu I berry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ------------------------------------------------------------------------------------------------------------------- ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: Applicable Building Setbacks:Act" (- 1-,o 6- , ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention SUbdil"'WOU Front rJ o L 'l_ rJ t Gtr Side Side Street Rear Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Applicable Development .Fees: Standard Fees ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads 1. Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other Amount Formula ------------------------------------------------------------------------------------------------------------------------- Subdivision Map Special Fees -A Water Tender ' ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation: ❑ No ❑ Yes Comments: I ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements ------------------------------------------------------------------------------------------------------------------------------ Page 3 of 5 9 Subdivision Map/Parcel Map: Map Date of Recording: 2 - q Lot: ❑ Use Permit/Minor Use Permit Permit Number: Book: I Date of Approval: 0 Comply with the following Conditions of Approval: Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 t�3jg-7 Page. JI Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. - F -1 Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance on slopes steeper than 30%. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ A plan prepared by a certified arborist, botanist or landscape architect that shows the existing on-site mature trees, located in any area proposed for buildings and vehicular access, and provides for methods to protect the trees identified to be preserved, shall be provided to and approved by the Planning Division prior to the issuance of building permits and/or prior to grading or vegetation removal. The removal of mature trees shall be minimized, where possible. A mature tree shall be defined as a tree with a trunk measuring 4 inches in diameter, 4 feet from ground level. Mature trees removed shall be replaced on a 3 -to -1 ratio, utilizing existing oak tree stock. Each tree to be preserved shall be surrounded by a circular zone (minimum 40 -foot radius) identified by an orange fence during construction activities. No vegetation removal, soil disturbance, or other development activities shall occur within the fenced area. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. Page 4 of 5 0 -JLo f�6 J L�. �.ILf�1J JS U GWS C'71 GETZ Ar? C.1- zrSc -1 F-1 Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CAMy Documents\Building Permit Site Plan Reviewl.doc Page 5 of 5 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title._The Hight Residence Date..05/11/01,13:31:38 �. �Proect Address:..: _ Williams. _...- .._.�.__ Butte County *v5.10* Q 8� 5 I Documentation Author... Marty Runnells ******* Buildin Permit# Energy Calculation Services 51/ .Q/ 1907 Mangrove Avenue, Suite E P an Check Date Chico, CA 95926 - 530-894-8466 Field Check/ Date Climate Zone.......:. 11 -_-'compliance Method....... MICROPAS5 v5_1_0 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File -01097S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -2542 SF Res.- Submittal GENERAL INFORMATION Conditioned Floor Area..... 2542 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 165 deg (S) Number of Dwelling Units... 1 Number of Stories.......... 1 Floor Construction Type.... Raised Floor Glazing Percentage......... 23.1 0 of floor area Average Glazing U -value.... 0.58 Btu/hr-sf-F Average Glazing SHGC....... 0.65 Average Ceiling Height..... 9.9 ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type Type R -value R -value R -value U -value Location/Comments Wall n/a R-19 R-n/a R-19 0.065 PLAN FRONT, LEFT BACK, RIGHT KNEE WALL Door n/a R-0 R-n/a R-0 0.330 ENTRY Roof n/a R-38 R-n/a R-38 0.025 TO ATTIC, VAULTED Floor n/a R-19 R-n/a R-19 0.037 RAISED FLOOR FENESTRATION Over - Area U- Interior Exterior hang/ Orientation (sf) Value SHGC Shading Shading Fins Window Front (S) 15.0 0.600 0.650 Standard Standard Yes Window Front (S) 15.0 0.600 0.650 Standard Standard Yes Window Front (S) 30.0 0.600 0.650 Standard Standard Yes Window Front (S) 9.0 0.570 0.670 Standard Standard Yes Door Front (S) 10.0 0.550 0.650 Standard Standard Yes Window Front (S) 9.0 0.570 0.670 Standard Standard Yes Window Front*(S) 30.0 0.600 0.650 Standard Standard Yes Window Front (S) 6.0 0.600 0.650 Standard Standard Yes Window Front (S) 7.5 0.600 0.650 Standard Standard None Window Front (S) 7.5 0.600 0.650 Standard Standard None Window Front (S) 7.5 0.600 0.650 Standard Stat r -d 'None Door Left (W) 20.0 0.550 0.650 Standard Standa�a'eYes Window Left (W) 32.0 0.600 0.650 Standard d d�1Yes Window Left (W) 22.0 0.600 0.650 Standard Stanr,V d SPAT Yes Y CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title. The Hight Residence Date..05/j l/O1 13:31:38 MICROPAS5 v5.10 File -01097S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -2542 SF Res.- Submittal FENESTRATION -��`` - Area . U- - Interior Exterior Over- 1 ng/ Orientation (sf) Value SHGC Shading Shading Fins Window Back (N) 24.0 0.570 0.670 Standard Standard Yes Door Back (N) 18.0 0.550 0.650 Standard Standard Yes Window Back (N) 22.0 0.600 0.650 Standard Standard Yes Door Back (N) 40.0 0.550 0.650 Standard Standard Yes Window Back (N) 22.0 0.600 0.650 Standard Standard Yes Window Back (N) 80.0 0.570 0.670 Standard Standard Yes Window Back (N) 25.0 0.600 0.650 Standard Standard Yes Door Back (N) 18.0 0.550 0.650 Standard Standard Yes Window Back (N) 30.0 0.600 0.650 Standard Standard Yes Window Back (N) 7.5 0.600 0.650 Standard Standard None Window Back (N) 7.5 0.600 0.650 Standard Standard None Window Right (E) 22.0 0.600 0.650 Standard Standard Yes Window Right (E). 12.5 0.600 0.650 Standard Standard Yes Window Right (E) 12.5 0.600 0.650 Standard Standard Yes Door Right (E) 20.0 0.550 0.650 Standard Standard Yes Window Right (E) 6.0 0.600 0.650 Standard Standard None HVAC SYSTEMS Minimum Duct Duct Tested Duct ACCA Thermostat Equipment Type Efficiency Location R -value Leakage Manual D Type Gas 0.800 AFUE Attic R-4.2 No No Setback ACSplit 10.00 SEER Attic R-4.2 No No Setback WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value Storage Gas Standard 1 .60 50 R- n/a REMARKS r 1 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R ��,Pro�ect_ T.it1Te ,The.,Hight Residence. .a-.te 1 01 05 1 1 D� ..._ /:./,_-�„F 3..31•-.13.$•._.. MICROPAS5 v5.10 File -01097S Wth-CTZ11S92 Program -FORM CF -1R User#-MPi333 User -Energy Calculation Servic Run -2542 SF Res.- Submittal COMPLIANCE STATEMENT ,T. his,_,.certificate of compliance lists the building ,features and performance., �speci'fcations needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate'of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER DOCUMENTATION AUTHOR Name.... Gregory A. Peitz Name.... Marty Runnells Company. Architect Company. Energy Calculation Services Address. 383 Rio Lindo Address. 1907 Mangrove Avenue, Suite E Chico, CA 95926 Chico, CA 95926 Phone... 530.894.5719 Phone... 530-894-8466 License. Signed.. Signed.. ate ate ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. date ;`s du r'E cow y F'PPR0t/jFr 2 MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R Project Title.......... The Hight Residence Date..05/11/01 13:31:38 Butte County *v5.10*� Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 1907 Mangrove Avenue, Suite E Plan Check Date Chico, CA 95926 _ Climate Zone........... 530-894-8466 11 Field Check/ Date -_Compliance Method....... MICROPAS5 v5--.10 for 1998 Standards -by Enercomp, Inc. MICROPAS5 v5.10 File -01097S Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -2542 SF Res.- Submittal Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturer's labeled R -Value. *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -value in metal frame walls (does not apply to exterior mass walls). * Design- Enforce- er / ment 150(d): Minimum R-13 raised floor insulation in framed floors. 150(i): Slab edge insulation - water absorption rate no greater than 0.30, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -value, certified solar heat gain coefficient, and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. z 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. tJA:- 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door 4u-"E (',� b. Outside air intake with damper and contrq)l - _r � r'�j)? c. Flue damper and control( 2.. No continuous burning gas pilots allowed.vg r MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R Project Title.......... The Hight Residence Date..05/11/01 13:31:38 MICROPAS5 v5.10 File -01097S Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -2542 SF Res.- Submittal SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- er ment 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. _V/ 150(h) Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACOA. 150(1): Setback thermostat on all applicable heating and/or cooling systems. 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor of less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar systems, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. All ducts and plenums constructed, installed, in- sulated, fastened, and sealed to comply with the ICBO 1997 UMC sections 601 and 603; ducts insulated to a minimum installed R-4.2 or ducts enclosed entirely within conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant or other duct closure system that meets the applicable requirements of UL181, UL181A, or UL181B and other applicable specified tests for longevity given in Sec. 150(m). 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. N �A 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78o thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr) . CAJ rrE nh�_ jib lN� v MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF-1R -Project:,,Tiitl.e.......... The- Hight -.Residence , _ -Date.:05/11/-0-1•x-1,3:31:38 MICROPAS5 v5.10 File -010975 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -2542 SF Res.- Submittal LIGHTING MEASURES 150(k)1: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. 150(k)2: Rooms with a shower or bathtub must either have at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures are'IC (insulation cover) approved. Design- Enforce- er ment Ap� COMPUTER METHOD SUMMARY Page 1 C -2R Project Title, The Hight Residence Date..05/11/01 13:31:38 Project Address........ Williams Road ******* Butte County *v5.10* Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 1907 Mangrove Avenue, Suite E P an Check Date Chico, CA 95926 - 530-894-8466 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File -01097S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -2542 SF Res.- Submittal MICROPAS5 ENERGY USE SUMMARY Height Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating.......... . 15.70 17.12 -1.42 Space Cooling.......... 15.36 14.27 1.09 Water Heating.......... 11.21 9.87 1.34 Total 42.27 41.26 1.01 *** Building complies with Computer Performance *** GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of.Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -value.... Average Glazing SHGC....... Average Ceiling Height..... Floor Area Volume Zone Type (sf) (cf) 2542 sf Single Family Detached New Front Facing 165 deg (S) 1 1 ReducedYear Raised Floor 1 25178 cf 0 sf 23.1 % of floor area 0.58 Btu/hr-sf-F 0.65 9.9 ft BUILDING ZONE INFORMATION # of Dwell Cond- Thermostat Units itioned Type HOUSE Residence 2542 25178 1.00 Yes Setback Vent Vent Air Height Area Leakage (ft) (sf) Credit "'u-$1WING DEPARTMEN COMPUTER METHOD SUMMARY I Page 2 C -2R Project Title....,..... The Hight Residence Date...05/11/01 13:31:38 MICROPAS5 v5.10 File -01097S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -2542 SF Res.- Submittal OPAQUE SURFACES FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade Orientation (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC HOUSE 90 Standard/0.76 Area U- Insul Act Window Solar Form 3 Location/ Surface (sf) value R-val Azm Tilt Gains Reference Comments HOUSE (S) 30.0 0.600 4 Window Front (S) 9.0 1 Wall 420 0.065 19 165 90 Yes None PLAN FRONT 2 Door 10 0.330 0 165 90 Yes None ENTRY 3 Wall 322 0.065 19 255 90 Yes None LEFT 4 Wall 382 0.065 19 345 90 Yes None BACK 5 Wall 323 0.065 19 75 90 Yes None RIGHT 6 Wall 100 0.065 19 165 90 Yes None KNEE WALL 7 Roof 2082 0.025 38 n/a 0 Yes None TO ATTIC 8 Roof 324 0.025 38 255 45 Yes None VAULTED 9 Roof 324 0.025 38 75 45 Yes None VAULTED 10 Floor 2542 0.037 19 n/a 0 No None RAISED FLOOR FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade Orientation (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC HOUSE 90 Standard/0.76 Standard/0.68 0.650 165 90 Standard/0.76 1 Window Front (S) 15.0 0.600 2 Window Front (S) 15.0 0.600 3 Window Front (S) 30.0 0.600 4 Window Front (S) 9.0 0.570 5 Door Front (S) 10.0 0.550 6 Window Front (S) 9.0 0.570 7 Window Front (S) 30.0 0.600 8 Window Front (S) 6.0 0.600 9 Window Front (S) 7.5 0.600 10 Window Front (S) 7.5 0.600 11 Window Front (S) 7.5 0.600 12 Door Left (W) 20.0 0.550 13 Window Left (W) 32.0 0.600 14 Window Left (W) 22.0 0.600 15 Window Back (N) 24.0 0.570 16 Door Back (N) 18.0 0.550 17 Window Back (N) 22.0 0.600 18 Door Back (N) 40.0 0.550 19 Window Back (N) 22.0 0.600 20 Window Back (N) 80.0 0.570 21 Window Back (N) 25.0 0.600 22 Door Back (N) 18.0 0.550 23 Window Back (N) 30.0 0.600 24 Window Back (N) 7.5 0.600 25 Window Back (N) 7.5 0.600 26 Window Right (E) 22.0 0.600 27 Window Right (E) 12.5 0.600 28 Window Right (E) 12.5 0.600 29 Door Right (E) 20.0 0.550 30 Window Right (E) 6.0 0.600 0.650 165 90 Standard/0.76 Standard/0.68 0.650 165 90 Standard/0.76 Standard/0.68 0.650 165 90 Standard/0.76 Standard/0.68 0.670 165 90 Standard/0.76 Standard/0.68 0.650 165 90 Standard/0.76 Standard/0.68 0.670 165 90 Standard/0.76 Standard/0.68 0.650 165 90 Standard/0.76 Standard/0.68 0.650 165 90 Standard/0.76 Standard/0.68 0.650 165 90 Standard/0.76 Standard/0.68 0.650 165 90 Standard/0.76 Standard/0.68 0.650 165 90 Standard/0.76 Standard/0.68 0.650 255 90 Standard/0.76 Standard/0.68 0.650 255 90 Standard/0.76 Standard/0.68 0.650 255 90 Standard/0.76 Standard/0.68 0.670 345 90 Standard/0.76 Standard/0.68 0.650 345 90 Standard/0.76 Standard/0.68 0.650 345 90 Standard/0.76 Standard/0.68 0.650 345 90 Standard/0.76 Standard/0.68 0.650 345 90 Standard/0.76 Standard/0.68 0.670 345 90 Standard/0.76 Standard/0.68 0.650 345 90 Standard/0.76 Standard/0.68 0.650 345 90 Standard/0.76 Standard/0.68 0.650 345 90 Standard/0.76 Standard/0.68 0.650 345 90 Standard/0.76 Standard/0.68 0.650 345 90 Standard/0.76 Standard/0.68 0.650 75 90 Standard/0.76 Standard/0.68 0.650 75 90 Standard/0.76 Standard/0.68 0.650 75 90 Standard/0.76 Standard/0.68 0.650 75 90 Standard/,0..7.6 Standard/0.68 0.650 75 90 Standar'Aa A�d�iard/0 . 68 OING DLPAPTMEN-, COMPUTER METHOD SUMMARY Page 3 C -2R ^Project.Title.. .. The Hight•Re>idence Date..05/11-/O1 13:31:38 MICROPAS5 v5.10 File -010975 Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -2542 SF Res.- Submittal OVERHANGS AND SIDE FINS WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value 1 Storage Gas Standard 1 .60 50 R- n/a REMARKS A.09)ROVp D Window- Overhang Left Fi_n Right Fin - Area Left Rght Surface (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE 1 Window 15.0 n/a 5 8 .5 n/a n/a n/a n/a n/a n/a n/a n/a 2 Window - 15.0 n/a 5 8 .5 n/a n/a n/a n/a n/a n/a n/a n/a 3 Window 30.0 n/a 5 8 .5 n/a n/a n/a n/a n/a n/a n/a n/a 4 Window 9.0 n/a 6 9.5 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 5 Door 10.0 n/a 3 9.5 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 6 Window 9.0 n/a 6 9.5 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 7 Window 30.0 n/a 5 8 .5 n/a n/a n/a n/a n/a n/a n/a n/a 8 Window 6.0 n/a 3 8 .5 n/a n/a n/a n/a n/a n/a n/a n/a 12 Door 20.0 n/a 6.67 8 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 13 Window 32.0 n/a 4 8 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 14 Window 22.0 n/a 5.5 8 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 15 Window 24.0 n/a 4 8 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 16 Door 18.0 n/a 6.67 8 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 17 Window 22.0•n/a 5.5 8 6 n/a n/a n/a n/a n/a n/a n/a n/a 18 Door 40.0 n/a 6.67 8 8 n/a n/a n/a n/a n/a n/a n/a n/a 19 Window 22.0 n/a 5.5 8 6 n/a n/a n/a n/a n/a n/a n/a n/a 20 Window 80.0 n/a 7 8 3 n/a n/a n/a n/a n/a n/a n/a n/a 21 Window 25.0 n/a 5 8 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 22 Door 18.0 n/a 6.67 8 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 23 Window 30.0 n/a 5 8 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 26 Window 22.0 n/a 5.5 8 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 27 Window 12.5 n/a 5 8 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 28 Window 12.5 n/a 5 8 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 29 Door 20.0 n/a 6.67 8 1.5 n/a n/a n/a n/a n/a n/a n/a n/a HVAC SYSTEMS Minimum Duct Duct Tested Duct ACCA Duct System Type Efficiency Location R -value Leakage Manual D Eff HOUSE Gas 0.800 AFUE Attic R-4.2 No No 0.737 ACSplit 10.00 SEER Attic R-4.2 No No 0.645 WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value 1 Storage Gas Standard 1 .60 50 R- n/a REMARKS A.09)ROVp D COMPUTER METHOD SUMMARY Page 4 C -2R Project Title. The Hight Residence Date..05/17 /nit.�.•�i..�� MICROPAS5 v5.10 File -01097S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -2542 SF Res.- Submittal REMARKS ";"'' TE Couiyj v 4 HVAC SIZING 2542 Page 1 HVAC Project Title... The Hight ResidenceDate 05/11/01 13 31�: 38 ...:.<.x:Proj ec�A�dre's""'s`:�:`....: ": r Wil"1`iams Road:{=,...--�-;• . -,. �* * �*.* � *�.-_��.-. ...�..,_� :, . F'XP STA Butte County *v5.10* degrees Documentation Author... Marty Runnells ******* Building Permit Winter Inside Design....... Energy Calculation Services 2325 Summer Outsiu= Design...... 1907 Mangrove Avenue, Suite E Plan Check Date 78 F Chico, CA 95926 Summer Range ............... - 530-894-8466 Fie Ch-e-ER7 Date Climate Zone........... 11 Overhang Shading Used...... t `-Compliance Method.....: MICROPA85 x5'.10 for 1998- Standard's_" by Enercomp, Inc. MICROPAS5 v5.10 File -01097S Wth-CTZ11S92 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Servic Run -2542 SF Res.- Submittal GENERAL INFORMATION Floor Area ................. 2542 sf Volume ..................... 25178 cf Front Orientation.......... Front Facing 165 deg (S) Sizing Location........... ^T'T^^ F'XP STA Latitude ................... j5.7 degrees Winter Outside Design...... 27 F 5232 Winter Inside Design....... 70 F 2325 Summer Outsiu= Design...... lv/- _ 2826 Summer Inside Design....... 78 F Summer Range ............... 37 F Interior Shading Used...... Yes Exterior Shan J ng TTa �,- Vcc Overhang Shading Used...... Yes Latent Load. Fracti ....... 0. HEATING AND COOLING TCT-, CTTMM7\D Sensible Load .................... 46304 31084 Latent Load ...................... n/a 6217 Minimum Total Load 46304 37301 Note: The loads shown are only one of u:.- criteria affecting the selection of HVAC equipment. Other relevant design factors such as ai"r flow requirements, outside air, outdoor des=gn temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. Cv'jV,. ,- � tN �i.� t g Cooling _cscription (Btuh) (Btuh) Opaque Conduction and Solar...... 11444 5282 Glazing Conduction ............... 14729 8221 Glazing Solar .................... n/a 7199 Infiltration ..................... 15922 5232 Internal Gain... ................. n/a 2325 Ducts ............................ 4209 2826 Sensible Load .................... 46304 31084 Latent Load ...................... n/a 6217 Minimum Total Load 46304 37301 Note: The loads shown are only one of u:.- criteria affecting the selection of HVAC equipment. Other relevant design factors such as ai"r flow requirements, outside air, outdoor des=gn temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. Cv'jV,. ,- � tN �i.� t GREGORY. A*' PEITZ ARCHITECT 383 RIO LINDO AVE., CHICO CA 95926 (916) 894-5719 Structural Ca-lculations For: G Ff- /00- �4c. AR, CRY A' �r �No. C21 83t�. ��-A REN. O�P�B'\ ggg�iw. V 2 nYl 11 .8® ® Y E c i LDING DEPARTM N LOAD SUMMARY -..yam,. .. .. ,... " ,. _i+,<..•, ... .. .. Wind Analysis Normal force method, exposure B, 75 mph wind speed P=CeCgQsI WALLS P=.62*1:3*14.5*1.0.=.0117 ksf@ 15 ft. P = .67 *.1.3 *-14.5 * 1.0 = .0126 'ksf @ 20 ft. " P = .72 * 1.3 * 14.5 * 1.0 = .0 13 6 ksf @25 ft. , P =.76 * 1.3 * 14.5 * 1.0 =.0143 ksf @ 30 ft. ROOFS 2:12 TO LESS THAN 9:12 P =.62 * 1.0 * 14.5 * 1.0 =.009 ksf. @ 15 ft. P = .67 * 1.0 * 14.5 * 1.0 = .010 ksf. @ 20 ft. P=.72*1.0*14.5*1.0=.011 ksf. @25 ft. P=.76* 1.0* 14.5* 1.0=.011 ksf @ 30 ft. ROOFS 9:12 TO 12:12":. . P=.62*1.1*14.5_*1.0=.010 ksf@ 15 ft. P =.67 * 1.1 * 14.5 * 1.0 = .011 kst @ 20 ft. P=.72*1.1*14.5*1.0=.012 ksf@ 25 ft. P =.76 * 1. l * 14.5 * 1.0.=.012 kst @ 30 ft. Seismic Analysis Static Method V = 2.5 Ca (w) = 2.5 * .36 = .1636 (w) . @ plywd. shear walls R 5.5 V = 2.5 Ca (w) = 2.5 * .36 .20 (w) @ plaster and gyp. bd. shear walls R 4.5 - Gravity Loads P Mpsf. ROOF LOADS: dead load + 16 psf. live load = 26 psf total load FLOOR LOADS':' 10psf dead load + 40 psf. live load = 50 psf total load WALL LOADS: 12 psf @ 3 -coat plaster exterior walls; 8 psf @ interior walls; 10..psf .@ exterior walls with.] -7coat stucco or siding - n - At4 7- a _ 22-141 50 SHEETS - 22-142 O 100 SHEETS 22-144 200 SHEETS - n - At4 7- a _ 3 HHr 22-141 50 SHEETS annPAo 22-142 100 SHEETS 22-144 200 SHEETS IAF a >r = - C 9 _ 5 Roof Beam[ 97 Uniform Building Code (91 NDS) 1 Ver: 5.03'•'"" By: Greqory Peitz, Gregory A,. -Peitz Architect on: 04-17-2001 : 10:38:57 PM Project: hiqht - Location: garage door ...... 1,.3.1.25 IN x 13.5-IN-x-18-.5,F-T-/-24F-V4 - Visually Graded Western Species - Dry Use Section Adequate•By- 46.5% Cyont (ling Factor: Moment of Inertia / Depth Required 11.88 In Deflections: Dead Load: DLD= 0.39 IN " Live Load: LLD= 0.45 IN = U496 Total Load: TLD= 0.84 IN = U264 Reactions (Each End): Live Load. LL-Rxn= 1813 LB Dead Load: DL-Rxn=. 1594 LB Total Load: TL-R1n-- 3407 LB .. Bearinq Lenqth Required (Beam only, Support capacity not checked): BL= 1.68 IN Camber Reqd.: C= 0.59 IN Beam Data: L= 18.5 FT Span: Maximum Unbraced Span: Lu= 2.0 FT Pitch Of Roof: RP= 7 :12 Live Load Deflect. Criteria: U 240 Total Load Deflect. Criteria: U 180 Camber Adjustment Factor: CAF= 1.5 X DLD Non -Snow Live Load: Roof Loaded Area: RLA= 259.0 SF Live Load Method: Method = One Roof Loadinq: Roof Live Load -Side One: LL1= 14.0 PSF Roof Dead Load -Side One: DL1= 10.0 PSF Tributary Width -Side One: TW1= 12.0 FT Roof Live Load -Side Two: LL2= 14.0 PSF Roof Dead Load -Side Two: DL2= 10.0 PSF 'Tributary Width -Side Two: TW2= r2.0 FT Roof Duration Factor: Cd= 1.25 Beam Self Weiqht: BSW= 10 PLF Slope/Pitch Adjusted Lengths and Loads: .Adjusted Beam Lenqth: Ladj= 18.5 FT Beam Uniform Live Load: wL= 196 PLF ...Beam Uniform Dead Load: wD_adj= 172 PLF Total Uniform Load: wT= 368.. PLF Properties For: 24F -V4.- Visually Graded Western Species Bendinq Stress: Fb= 2400 PSI ... Shear Str•,ess: Fv= "' 190 PSI Modulus of Elasticity: Ex= 1800000 PSI Ey= 1600000 PSI Stress Perpendicular to Grain: Fc perp= 650 PSI Bendinq Stress of Comp. Face in Tension: ... Fb_cpr= 1200 PSI Adjusted Properties Fb' (Tension): Fb'= 2966 PSI Adjustment Factors: Cd=1.25 CI=0.99 Fv': Fv'= 238 PSI Adjustment Factors: Cd=1.25 Design _Requirements: Control jnnq Moment: M= 15758 FT -LB 9.25 ft from left support Critical moment created by combining all dead and live loads. Maximum Shear: V= 3407 LB At support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: 'Section Modulus (Moment): Sreq= 63.8 IN3 S= 94.9 IN3 Area (Shear): Areq= 21.6 IN2 A= 42.1 IN2 Moment of Inertia (Deflection): Irecj=' " " 437.3 IN4 1= 640.7 IN4 { GREGORY A. PEITZ ARCHITECT 383 RIO UNDO AVE., CHICO CA 95926 (916) 894-5719 Structural Calculations For: ARc'�%` �No. C 29283 REN. v, I� 'Cr � cF JjQz AL burr ccx�r i*:-l0j,MG- DEMRT EL ppp0vI= ��z�/ W -LOAD' SUMMARY Wind Analvsis Normal force method, exposure B, 75 mph wind speed P = Ce Cq Qs 1 WALLS P=.62* 1.3* 14.5* 1.0=.0117 ksf @ 15 ft. ' P =.67 * 1.3 * 14.5 * 1.0 = .0126 ksf @ 20 ft. P =.72 * 1.3'* 14.5 * 1.0 =.0136 ksf @ 25 ft. P = -.76 * 1.3 * 14.5 * 1.0 = .0143 ksf @ 30 ft. ROOFS 2:12 TO LESS THAN 9:12 P =.62 * 1.0 * 14.5 * 1.0 =.009 ksf. @ 15 ft. P =.67 * 1.0 * 14.5 * 1.0 ' ,= .010, ksf @ 20 ft. P=.72*1.0*14.5*1.0=.011 ksf @25 ft. P =.76 * 1.0 * .14.5 * 1.0 = .01 1 ksf @ 30 ft: ROOFS 9:12 TO 12:12 P=.62*1.1*14.5*1.0=.010 ksf@ 15 ft.* P =.67 * 1.1 * 14.5 * 1.0 =.01 I kst @ 20 ft. P=.72* 1.1 * 14.5* 1.0=.012 ksf @ 25 ft. P =.76 * 1.1 * 14.5 * 1.0 = .012 kst @ 30 ft. Seismic Analysis Static Method V = 2.5 Ca (w) = 2.5 * .36 = .1636 (w) @ plywd. shear walls R 5.5 V = 2.5 Ca (w) = 2.5 * .36 = .20 (w) @ plaster and gyp. bd. shear walls R 4.5 Gravity. Lids ROOF LOADS: 10 psf dead load + 16 psf live load. = 26 psf total load r� V FLOOR LOADS: 10 psf dead load + 40 psf live load = 50 psf total load WALL LOADS: 12 psf @ 3 -coat plaster exterior walls; 8 psf @ interior walls; 10 psf @ exterior walls with 1 -coat stucco or siding i 0 6 - 1 i 22-14150 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS 22-141 50 SHEETS AMPAD 22-142 100 SHEETS 22-144 200 SHEETS h V)� WW W a=z HV/ N 0 co to !! 0 N .- N K ava N C/ CI LAOO� 5�?Z%�5;�_- Air 5 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS 0 09 - 1 N . _ � N _ . N 1 N - o 0 t �� r 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS {gam 1'f wI - -C 1 1 Ca► Multiloaded. Aeamf 97 UBC (91 S)1 StruCalc 4.06 By: Greg Peitz, Gregory -A. Peitz Architect on: 03-11-2001 Project: hight - Location: rear window header under ridg Summary: 5.50 IN x.9.50 IN x,6.5 FT / #2=_DOU.GLAS-FIR- Dry Use Section Adequate 13y: 23.2% Controlling Factor: Sectio Mon dulus / Depth Required 8.56 In Deflections: Dead Load: DLD= 0.03 IN Live Load: Total Load: LLD= TLD= 0.04 0.07 IN = L/1768 IN = L/1073 End Reactions(Left Side): Live Load: RLI= 1 140 LB Dead Load: RD 1= 754 LB Total Load: RTI= 1894 LB End Reactions(Right Side): Live Load: RL2= 1 140 LB Dead Load: RD2= 754 LB Total Load: RT2= 1894 LB Bearing Length Regd.(Left) : BL1= 0.55 IN Bearing Length Regd.(Right): BL2= 0.55 IN Beam Data: Span: L= 6.5 FT Maximum Unbraced Span: Lu= 6.5 FT Live Load Duration Factor: Cd=..-.'-- 1.25 Live Load Deflect. Criteria: L/ 240 Total Load Deflect. Criteria: L/ 180 Uniform -Load: Live Load: _ wL= 0 PLF Dead Load: wD= 0 PLF Beam Self Weight: B&W= 13 PLF., Total Load: wT= 13 PLF Concentrated Load PI: Live Load: PL 1= 2280 LB Dead Load: PD1= 1425 LB Total Load: ..PT.I=. , 37Q5 LB Location: X.l� 3.25 -FT, .. Properties For: #2- DOUGLAS FIR -LARCH Bending Stress: Fb= 875 PSI Shear Stress: Fv= 85 PSI Modulus of Elasticity: E= 1300000 PSI Stress Perpendicular to Grain: Fc_perp= 625 PSI Adjusted Properties: Fb' (Tension): Fb'= 1088 PSI Adjustment Factors: Cd=1.25 CI=0.99 Cf=1.00 Fv': Fv'= 106 PSI Adjustment Factors: Cd=1.25 Design Requirements: Maximum Moment: M= 6088 FT -LB 3.25 FT From Left Support Shear ((@ d from beam end): V= 1884 LB Comparisons With Required Sections: Section Modulus: Sreq= 67.2 IN3 S= 82.7 IN3 Area: Areq= 26.6 IN2 A=' 52.2 IN -2 Moment of Inertia: Ireq= 66.0 IN4 1= 392.9 IN4 Roof Beam[ 97 UBC (91 NDS) 1 StruCalc 4.06 By: Greg Peitz, Gregory A. Peitz Architect on: 03-11-2001 Project: hight - Location: family room ridge Summary_:_ 5.125 IN x ]2.00 IN x 22.5 FT / 24F -V4- VISUALLY GRADED WESTERN SPS - Dry Use Section` quate By: 27.6% Controlling Factor: Moment of Inertia:/, Depth Required 11.06 la_._ Deflections: Dead Load: DLD= 0.57 IN Live Load: LLD= 0.61 IN = L/444 Total Load: TLD= 1.18 IN = L/230 Reactions (Each End): Live Load: RL= 1575 LB Dead Load: RD= 1471 LB Total Load: RT= 3046 LB Bearing Length Reqd.: ""' BL=' ' '' " 0.91 'IN Camber Reqd.: C= 0.85 IN Beam Data: Span: L= 22.5 FT Maximum Unbraced Span: Lu= 0.0 FT Pitch Of Roof. RP= 7.00 : 12 Live Load Deflect. Criteria: L/ 240 Total Load Deflect. Criteria: L/ 180 Camber Adjustment Factor: CAF= 1.5 X DLD Beam Loading: Live Load: LL= 14 PSF Roof Loaded Area: RLA= 225 SF Roof Live Load Method: I Side One: Roof Dead Load: DLI =' ­'" 10 PSF Roof Rafter Tributary Width: TW 1= 5.0 FT Side Two: Roof Dead Load: DL2= .... 10 PSF "Roof Rafter Tributary Width: TW2= 5.0 FT Roof Duration Factor: Cd= 1.25 Slope Adjusted Lengths and Loads: Adjusted Beam Length: L"ddy= 22.5 FT Beam Live Load W/ Slope Red'n: wL= 140 PLF Beam Self Weight: BSW= 15 PLF Beam Total Dead Load: wD= 131 PLF Total Maximum Load: wT= 271 PLF Controlling Total Design Load: wTcont= . 271 PLF Properties For: 24F -V4- VISUALLY GRADED WESTERN SPS .111". ''1"1•' . . . Bending Stress: Fb= 2400 PSI Shear Stress: Fv= 190 PSI Modulus of Elasticity: Ex= 1800000 PSI Ey= 1600000 PSI Stress Perpendicular to Grain: Fc_perp= 650 PSI Adjusted Properties: Fb' (Tension): Fb'= 2979 PSI Adjustment Factors: Cd=1.25 Cv=0.99 Fv': Fv'= 238 PSI Adjustment Factors: Cd=1.25' Design Requirements: Maximum Moment: M= 17131 FT -LB Shear ((@ d from beam end): V= 2775 LB Comparisons With Required Sections: Section Modulus: Sreq= 69.0 IN3 S= 123.0 IN3 Area: Areq= 17.6 IN2 A= 61.5 IN2 Moment of Inertia: Ireq=* 578.2 IN4 ' 1= 738.0 IN4 R o Beamf 97 UBC (91 NDS)1 StruCalc 4.06 Bv: Greg Peiiz`Gregory A. Peitz Architect on: 03-11-2001 Proiect: hight -Location: kitchen french doors - worse case Summary: 5.50-IN x-5:50-IN_x 5'5=FT /-#2--D_O_U.GLA-S FIR-LARCH - Dry Use Section Adequate By: 64.50/o`Controlling-Factor: Section Modulus / Depth Required 4.29 In Deflections: Dead Load: DLD= 0.03 IN Live Load: CL'D= 0.04 IN = L/1727 Total Load: TLD= 0.07 IN = L/979 Reactions (Each End): Live Load: RL= 506 LB Dead Load: RD= 386 LB Total Load: J RT= 892 LB Bearing Length Regd.: 0.26 IN'' ' Beam Data: Span: L= 5.5 FT Maximum Unbraced Span: Lu= 5.5 FT Pitch Of Roof: RP= 7.00 : 12 Live Load Deflect. Criteria: L/ 240 Total Load Deflect. Criteria: L/ 180 Beam Loading: Live'Load: LL= 16 PSF Roof Loaded Area: RLA= 63 SF Roof Live Load Method: 1 Side One: Roof Dead Load: DL 1= 10 PSF Roof Rafter Tributary Width: TW 1= 3.0 FT Side Two: Roof Dead Load: DL2= 10 PSF Roof Rafter Tributary Width: TW2= 8.5 FT Roof Duration Factor: Cd= 1.25 Slope Adiusted Lengths and Loads: Adiusted Beam Length: Ladi= 5.5 FT Beam Live Load W/ Slope Red'n: wL= 184 PLF Beam Self Weight: BSW ' 7 PLF' Beam Total Dead Load: wD= 140 PLF Total Maximum Load: wT= 324 PLF Controlling Total Design Load: wTcont= 324 PLF Properties-For: #2- DOUGLAS FIR-LARCH Bending-Stress: Fb= 700 " PSI Shear Stress: Fv= 85 PSI Modulus of Elasticity: E= 1300000 PSI Stress Perpendicular to Grain: Fc_perp= 625 PSI Adjusted Properties: Fb' (Tension): Fb'= 873 PSI Adjustment Factors: Cd=1.25 C1=1.00 Cf=1.00 Fv': Fv'= 106 PSI Adiustment Factors: Cd=1.25 Design Requirements: - Maximum Moment: M= 1227 FT-LB Shear ((@,, d from beam end): V= 744 LB Comparisons With Required Sections: Section Modulus: Sreq= _,,,.:......16..9.. .. [N3 . S= 27.7 IN3 Area: Areq= 10.5 IN2 A= 30.2 IN2 Moment of Inertia: Ireq= 14.1 IN4 • 1= 76.2 IN4 ZE Roof Beam( 97 UBC (91 NDS)1 StruCalc 4.06 By: Greg Peitz, Gregory'A. Peitz Architect on: 03-11-2001 Project: hight - Location: window Summary: 3.50 IN x 3.50 1N x 3.3 FT / #2 - DOUGLAS FIR -LARCH - Dry Use Section Adequate By: 123.0% Controlling Factor: Area / Depth Required 2.34 In Deflections: Dead Load: - DLD=....... 0.02 IN , Live Load: LLD= 0.02 1N = L/1614 Total Load: TLD= 0.04 IN = L/928 Reaction's (Each End): Live Load: RL= 304 LB Dead Load: RD= 225 ,. LB Total Load' RT= 528 LB Bearing Length Reqd.: BL= 0.24 IN Beam Data: Span: L= 3.3 FT Maximum Unbraced Span: Lu= 3.3 FT Pitch Of Roof: RP= 7.00 : 12 Live Load Deflect. Criteria: L/ 240 Total Load Deflect. Criteria: L/ 180 Beam Loading: Live Load: LL= 16 PSF Roof Loaded Area:. RLA= 38 SF Roof Live Load Method: 1 Side O..tt��,,e��,� Roof Dead Load: . DLI= 10 PSF Roof Rafter Tributary Width: `' - TW 1= J„,..,.... 3:0 FT Side Two: Roof Dead Load: DL2= 10 PSF Roof Rafter Tributary Width: TW2= 8.5 FT Roof Duration Factor: Cd= 1.25 Slope Adjusted Lengths and Loads: Adjusted Beam Length: Ladi= 3.3 FT Beam Live Load W/ Slope Red'n: wL= 184 PLF Beam Self Weight: BSW= 3 PLF Beam Total Dead Load: wD= 136 PLF Total Maximum Load: wT ' 320 PLF Controlling Total Design Load: wTcont= 320 PLF Properties For: #2- DOUGLAS FIR -LARCH Bending Stress: Fb= 875 PSI Shear Stress: Fv= 95 PSI Modulus of Elasticity: E= 1600000 PSI Stress Perpendicular to Grain: Fc_perp= 625 PSI Adjusted Properties: Fb' (Tension): Fb'= 1636 PSI Adjustment Factors: Cd=1.25 C1=1.00 Cf=1.50 Fv': Fv'= 119 PSI Adjustment Factors: Cd=1.25 Design Requirements: Maximum Moment: M= 436 FT -LB Shear ((@ d from beam end): V= 435 LB Comparisons With Required Sections: Section Modulus: Sreq= 3.2 IN3 S= 7.1 IN3 Area: Areq= 5.5 IN2 A= ' ' 12.2 IN2 ” Moment of Inertia: Ireq= 2.5 IN4 1= 12.5 IN4 Multi-Loaded'Beamf 9,7UBC (91 NDS) 1 StruCalc 4.06 xn.... By: Greg Peitz, GregoryA. Peitz APChitect on: 03-11-2001 Project: hight -Location: rear patio beam Summary: �5.50'1N x 1 1.50 IN x 19.5 --FT / #1 - DOUGLAS FIR -LARCH - Dry Use Sect on,Adequate-By..157.0% Controlling Factor: Section Modulus / Depth Required 7.97 In Deflections: Dead Load: DLD= 0.15 IN Live Load: LLD= 0.17 IN = L/1358 Total Load: „•TLD=........ 0.32 ]N = L/720 End Reactions(Left Side): • Live Load: RLI= 360 LB Dead Load: RD 1= 375 LB Total Load: RTI= 735 LB End Reactions(Right Side): ` r Live Load: RL2= 360 LB Dead Load: RD2= 375 LB Total Load: RT2= 735 LB Bearing Length Regd.(Left) : BL1= 0.21 IN Bearing Length Regd.(Right): BL2= 0.21 IN Beam Data: Span: L= 19.5 FT Maximum Unbraced Span: Lu=..-... 19.5 FT Live Load Duration Factor: Cd= 1.25 Live Load Deflect. Criteria: L/ 360 ..Total Load Deflect. Criteria: L/ 240 Uniform Load: Live Load: wL= 0 PLF Dead Load: WQ= 0 PLF Beam Self Weight:. BSW= 15 PLF Total Load: wT= 15 PLF Concentrated Load PI: Live Load: PL 1= 720 LB Dead Load: PD 1= 450 LB Total Load: PT] �'..:.,.,,., .r 1 170 LB.. •. Location: X I = 9.75 FT Properties For: #1- DOUGLAS FIR -LARCH Bending Stress: Fb= 1350 PSI Shear Stress: Fv= 85 PSI Modulus of Elasticity: E= 1600000 PSI Stress Perpendicular to Grain: Fc_perp= 625 PSI Adjusted Properties: Fb' (Tension): Fb'= 1637 PSI Adjustment Factors: Cd=1.25 C1=0.97 Cf Fv': Fv'= 106 PSI Adjustment Factors: Cd=1.25 Design Requirements: Maximum Moment: M= 6434 FT -LB 9.75 FT From Left Support Shear (n, d from beam end): V= 720 LB Comparisons With Required Sections: Section Modulus: Sreq= 47.2 IN3 S= 121.2 IN3 Area: Areq=. ....... 10..2 IN2 , A= 63.2 IN2 Moment of Inertia:. Ireq= 232.3 IN4 I= 697.0 IN4 .A „T AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 Z2o02-1Z)el39363 Recorded Official Records Countyy Of BUTTE CANDAE:E J. GRi1BBS Reorder ROSEMARY DICKSON Assistant 10:47AM 31 -Jul -200 KE.0 EEE 13.00 CONFORM .00 Lisa Page 1 of 3 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: �C 42 e 10JAIQ A40 ise y cp6 — C-) 0 / , 0 J �X r 4'2iT Date �' �� PROPERTY OWNERS: State of California County of On � P.4 3 D 1-1o4 before me, M 4-1 )0-/ - SHA) cSd personally appeared `j ,q-`� 1-7- S fi - /Q"' 42�.D 6N personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the persons acted, executed the instrument. WITNESS m hand and official sea Signature Seal: MAURINE R. JOHNSON Comm.91321226 N NOTARY PUBIIC•CALIFORNIA A.Py# C���- 6a �= ao i Description Lot 11 EXHIBIT "A" The land referred to herein is. situated -in the State of California, County of Butte, and is described as follows: PARCELI: LOT 11, AS SHOWN ON TIIAT CERTAIN MAP ENTITLED, "CASA DEL REY UNIT #1", WHICH MAP WAS RECORDED IN THE OFFICE OF TIIE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 25, 2000, IN BOOK 149 OF MAPS, AT PAGE(S) 56 TIIRU 61. THIS DEED IS MADEAND ACCEPTED UPON THE COVENANTS, CONDITIONS AND RESTRICTIONS AS SET FORTH IN TIIAT CERTAIN DECLARATION OF RESTRICTIONS RECORDED AUGUST 31, 2000, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 2000-33726, BUTTE COUNTY, CALIFORNIA; ALL OF WHICH ARE INCORPORATED HEREIN BY REFERENCE THERETO WITH THE SA`� - E FORCE AND EFFECT AS TROUGH FULLY SET FORTH HEREIN AT LENGTH AND GRANTEES BY ACCEPTANCE OF THIS DEED APPROVE, ADOPT, RATIFY AND AGREE TO THE TERMS OF SAID DECLARATION. APN 041-620-017-000 PARCEL II: AN EASEMENT FOR ROAD PURPOSES OVER LOT A, RV STORAGE OVER LOT B, AND SEWER DISPOSAL OVER LOT C, AS SHOWN ON TIIAT CERTAIN MAP ENTITLED, "CASA DEL REY UNIT #1", WHICII MAP WAS RECORDED IN -THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 25, 2000, IN BOOK 149 OF MAPS, AT PAGE(S) 56 THRU 61. PARCEL III: AN EASEMENT FOR INGRESS AND EGRESS 40 FEET WIDE LYING 20 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED LINE: ALL TIIAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: TIIAT PORTION OF THE LANDS OF ROBERT CONWAY BEING A PORTION OF TIIE NORTIIWEST ONE QUARTER OF TIIE NORTHWEST ONE QUARTER OF SECTION 6, TOWNSHIP 21 NORTH, RANGE 4 EAST, M.D.M, AS SHOWN ON THAT CERTAIN RECORD OF SURVEY FOR ROBERT CONWAY, FILED IN THE OFFICE OF TI -IE RECORDER OF TIIE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 22, 1985, UNDER BOOK 101 OF RECORD OF SURVEYS, AT PAGE 9, MORE PARTICULARLY DESCRIBED AS FOLLOWS: CONTINUED b PARCEL III: CONTINUED BEGINNING AT THE NORTHWEST CORNER OF SAID SECTION 6; THENCE NORTH 891 28' 22" EAST, ALONG THE NORTHERLY BOUNDARY OF SAID SECTION 6, 868.88 FEET TO A POINT ON THE WEST RIGHT OF WAY LINE OF PENTZ-MAGALIA HIGHWAY AS SHOWN ON SAID RECORD OF SURVEY, SAID POINT ALSO BEING ON A NON -TANGENT 5040 FOOT RADIUS CURVE, CONCAVE EASTERLY FROM WHICH A LINE TO THE RADIUS BEARS NORTH 84° 08' 57" EAST; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF'30 32' 13", A LENGTH OF 311.13 FEET; THENCE SOUTH 90 23' 16" EAST, 654.00 FEET TO THE TRUE POINT OF BEGINNING OF THE HEREIN DESCRIBED EASEMENT; THENCE SOUTH 800 36' 44" WEST, 344.00 FEET. TO THE END OF SAID EASEMENT. t PARCEL III: CONTINUED BEGINNING AT THE NORTHWEST CORNER OF SAID SECTION 6; THENCE NORTH 891 28' 22" EAST, ALONG THE NORTHERLY BOUNDARY OF SAID SECTION 6, 868.88 FEET TO A POINT ON THE WEST RIGHT OF WAY LINE OF PENTZ-MAGALIA HIGHWAY AS SHOWN ON SAID RECORD OF SURVEY, SAID POINT ALSO BEING ON A NON -TANGENT 5040 FOOT RADIUS CURVE, CONCAVE EASTERLY FROM WHICH A LINE TO THE RADIUS BEARS NORTH 84° 08' 57" EAST; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF'30 32' 13", A LENGTH OF 311.13 FEET; THENCE SOUTH 90 23' 16" EAST, 654.00 FEET TO THE TRUE POINT OF BEGINNING OF THE HEREIN DESCRIBED EASEMENT; THENCE SOUTH 800 36' 44" WEST, 344.00 FEET. TO THE END OF SAID EASEMENT. t w NOTES N RESIDENTIAL PERMIT NO. _'041_6M-661_ 051344 i DEWALT, LORRIE 3296 WILLIAMS, OROVILLE Cont: ADONIS POOLS NEW POOL MSTR#01-507 SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (D. e J Signature 'J=OK 0 = Not OK - = Not Applicable . =Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer, Location -Test -Fall -C/O -Concrete 4. Water, Location -Test -Easement Needed (Sketch) 5. Electricity, Location-Clearances-Gmd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or/ /" L "ftJ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except ti'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-Connectoe 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water, MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PO (Plans) OK except ti's V. backs -Easements - Soi ; Compaction -Structure Stability 4e400l Structure; Steel -Connections -Thickness Dead Men -Linin 4. Elec.; Rec cles and Ugh Dis e -GA 5. EJec.; Pool Lighting; 15 Vo 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed lec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equi t Boxes-Enclosures-Panelboards-Ins. to Main Conduit / W PlupAf Cir. Test -Water SuoDIv Test 11� ._I - I*P- S U%Light Niche Lei J6-- 12. 12. Enclosure; Fenc -AI Date Card B-1 Date Card B-1 Date &- Card B-1 Date Card B-1 10-A J=OK o = Not OK = Not Appriceble . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2.Ftg., Main; Soils-Elec. Gmd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access - 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler, Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Meth Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI -AC. Wire Size/ /ga Cu or AI 31. Range Circle/ /ga Cu or AI -Oven Circ_ / /ga Cu or AI Insulated Neutral 0 Yes 0 No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels -Motors -Meth. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting: Rtng. 49. Fireplace Ties or Type AFlue-Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fre Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows; Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - in Garage; Above Floor -Ducts -Meeh. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels / 70. Stairs & Rails / 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground-Air-Gap-Cooki g Clearance 74. Elec. Outlets & Receotactes at Kit. Counter 75. Garage Fire Door, Swing -Landing -Closure/ 76. A.C. Dud in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor -Meth. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 83. Following lnstld/Drive O Yes O No/Walks 0 Yes 0 No/Planters 0 Yes O No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: BUILDING DIVISION -'CO�JNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE – OROVILLE, CALIFORNIA 95965 – TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT PERMIT NO. 1 / Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO._zF ZONING OWNER Lourl PHONE NO. OWNER'S ADD�Vyai ICy Ch f' q 5 LOCATION OF BUILDING �'U USE OF BUILDING ( e� e rRqv_SY_araa, c SIZE OF STRUCTURE X �(� ' = SO. FT. TYPE OF CONSTRUCTION: WOOD FRAME –Z— STEEL CONCRETE OTHER (Specify) TYPE OF SIDING r ROOF COVERING �L R TYPE FTalc re f In - ESTIMATED COST OF CONSTRUCTION AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: FRONT SIDES � REAR AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet..from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. AG Buildings must comply with Flood Zone requirements. Finish floor elevation must be at or above elevation USGS Datum. I declare under penalty of perjury that the building will be used as stated above and the purposed use confirms with the AG Building definition. If any. change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. Date y' a -01 Signature of Owner ` Permit Fee - $60.000� p� Receipt No. /V dc (} a The above described AG Building is exempt.fronyd-5ilding perynit. Manager Buildin!Z� By White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant IOWA- AN I Date l �� 202-.2' Zoo (V Ex.ISTINc� WELL W� I / {'(ZOPoS�t7 GA LT _ of SErc 6'f5 prvPoSEp.. IZ r AILEA . cn to N K Ew Gerr r- gY4,TEM s D1. LEA,,N EI L D A2 C � a T LAf4 z , ...__ (?- j -_moi o C■ O BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BPO51344 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that 1 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. '7 License Class : License Number: f7C lll ~07 S Date: Contractor: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): O I, as owner of the property, or my employees .with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ 1 am Exempt under Article 3 of the Business and Professions Code Date: Owner: WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. O I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: ',y��,/�� Carrier. :5 �wl . / _nyo;k yawulpr '�'� Policy #: C!�[L 17% (T oU I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: 5 fa0 !'105 Applicant: WARNING: Failur secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097 Civ.) Address: Issued Date: 05/27/2005 APN: 041-610-001-000 Site Address: 3296 WILLIAMS RD ORO Map Index: Description: NEW POOL MASTER #01-507 Owner: HIGHT HILLERY R ETAL 3296 WILLIAMS RD BUTTE VALLEY, CA 95965-8300 Applicant: ADONIS POOLS 12 PHEASANT RUN COURT CHICO, CA 95973 530-891-1197 Contractor: ADONIS POOLS 12 PHEASANT RUN COURT CHICO, CA 95973 530-891-1197 License #: 266839 Architect: Engineer: Total Square Ft: 0 S. F. Valuation: $0.00 Census Code: This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutio o work indicated abov r w ' h fees have been paid. BY // Date: PERMIT EXPIRES ON: ��-7 A(1 ❑ I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enterup n t above mentioned property for inspection purposes. Print Name:qy) Signature: __ Dater �O 0 Owner ❑ Contractor 0 Agent for Owner j<Agent for Contractor BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTIONM OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OF APPLICATION ARCHITECT INEER 7— OWNER Name City G kA 1 CC) AddressA-3.2C16 �y ICity i ° p State %� �✓ Zip ­PhonFjV_6N4 7_ Fax E-mail PlaVer5 &� � ARCHITECT INEER 7— CONTRACTOR Name City G kA 1 CC) Address �y City StateG/J Zip9r Phoneg9/ `V 7_ I PageI7 E-mail PlaVer5 &� � Lic. #�6'9 Clas �- ARCHITECT INEER 7— Nameme to L_ BA6i 1 M 1-M Address ' 3 (OL, --7 Gkg_t.J EP__ L/A N City G kA 1 CC) State CA Zip T 51 I Phone .a,qL._ I � Fax 3z 2 — 3-7 Z E-mail State License Number ( &O $O 3 APPLICANT NAME Name�V �SdOL Address ZC�S�M-V p ,j Gt City (L�o (CO State CA Z'p 9 6j—j Phone%q _ t --' Fax E-mail Fo ofFice u Zoning Flood Zone SRA I es I No Occ. Type Const. Subdivision Name Map Book M I PageI7 Lot# 1 PlaVer5 &� � Date Apod: o OVER FOR/SUBMITTAL REQUIREMENTS PERMIT NO. BP05 BIN # LOCATION AN 16049 Off/ Property Address Cross Street WORKER'S COMPENSATION Policy Number 00 6 01 L4 -2— Carrier ZCarrier S A 1 E COM tP l WS.. FU ice© N hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of ermit issuance. LENDING AGENCY Name Address De. Option or Scope of Work: . Q SvUtMtM�N� 120(2(- Sq. 20vLSq. Footage ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by: 90M Amount ` o C, �g' Bldg SRA Receipt#: 436 107 � Sheriff SMIP ther Date: � [ !. / 7.4L� notal REV 4-30-04 SUBMITTAL REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. Residential, New, Remodels, Additions, and Accessory Structures: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPHPAPER! 0 2. 3 Complete sets of plans, signed by the preparer. NO GRAPH PAPER! ❑ 3. 3 Engineered plans (if required) with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 5. Letter from Engineer or Architect for truss design review. 0 6. 2 Energy compliance design and supporting documentation: (Note: Not required for additions to mobile or modular homes.) ❑ 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 8. Detached Accessory Building Form, filled out by the property owner (if required). D 9. Sanitation and site plan approval from the Environmental Health Department. ❑ 10. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed by the engineer. Mobile, Manufactured, or Modular Homes: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ 2. 2 Data sheets and installation instruction manual. ❑ 3. 2 Marriage line information. ❑ 4. 2 Floor plans. ❑ 5. 2 Engineered Tie Downs or Foundation plans. ❑ 6. Sanitation and site plan approval from the Environmental Health Department. ❑ 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required). Commercial, New, Additions and Remodels: ❑ 1. 4 Site Plans, signed by the preparer. NO GRAPH PAPER! ❑ 2. 4 Engineered plans with wet signature on plans AND 2 sets of stamped and signed calculations, with code analysis. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation (if required). ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Statement of Intent for Non -heated and A/C (if required). ❑ 8. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed by the engineer. ❑ 9. Letter of intent. ❑ 10. Hazardous Material Form. ❑ 11. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530) 538-7541. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 430-04 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET www.buttecounty.net/dds /r� / / OWNER:LQ� ASSESSOR PARCEL NUMBER (J�/ (06 6 - Proposed Building Use: Permit Technician: -Date:�� W Items required in order t6 apply for a permit. All boxes MUST be checked OR marked NA in order to apply. .Lf:_ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Letter of intent for non-residential buildings. 0 12. Hazardous Material Form. 13. Acknowledgement of building permit application without required clearances. ❑ 14. Other TR aining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) p� 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable ❑ 16. Fire Sprinklers ❑ 17. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office ❑ 18. Soils Report and/or Engineered Foundation required. ❑ 19. Erosion Control Plan Required. ❑ 20. Fees as shown on the attached Schedule of Fees Due Sheet. ❑ 21. City of Chico Plumbing permit. ❑ 22. Site plan and business license approval from the City of Biggs. ❑ 23. California Department of Forestry plan approval ❑ paid. 2"" 24. Planning approval for (A) Use: (B)Parking: (C) Parcel Check: ❑ 25. Contact Land Development about _ Improvements, _Drainage. .'r 26. NPDES Form ❑ 27. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 28. Contractor's license information. (Number, Name Style, Classification). ❑ 29. Worker's Compensation Carrier and Policy Number. ❑ 30. Owner -Builder Verification ( _ Given to owner, _ Mailed to owner). ❑ 31. Letter of Signature authorization. ❑ 32. Recorded copy of Agricultural Acknowledgment Statement. ❑ 33. Existing violations and/or expired permits. ❑ 34. Deed Restriction. ❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ❑ 36. Other: ❑ 37. Other: When issued Telephone �_ ` ` ^ F and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. n Applicant: Date: �3 w EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees, and other department costs are not refundable. Original -Applicant COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION r ` 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET Ft OWNER: ASSESSOR PARCEL NUMB R Proposed Building Use: Permit TechnicianCR4": Date: Items required in order tb apply for a permit. All boxes MUST be checked OR marked NA in order to apply. 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and AIC for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Letter of intent for non-residential buildings ❑ 12. Hazardous Material Form 13. Acknowledgement of building permit application without required clearances. ^� ❑ 14. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable Jac °7/OS ❑ 16. Fire Sprinklers............................................................................................ ❑ 17. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 18. Soils Report and/or Engineered Foundation required ........................................... ❑ 19. Erosion Control Plan Required........................................................................ ❑ 20. Fees as shown on the attached Schedule of Fees Due Sheet ..............................' ❑ 21. City of Chico Plumbing permit........................................................................ ❑ 22. Site plan and business license approval from the City of Biggs .............................. California Department of Forestry Ian approval ❑ paid. Sent by: 4. �lanning approval for (A) Use: (B)Parking: (C) Parcel Check::... ❑ Contact Land Development about _ Improvements, _ Drainage........ ................ 26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑- 29. Worker's Compensation Carrier and Policy Number .......................................... ❑ 30. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 31. Letter of Signature authorization.................................................................... ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ................................ ❑ ..:•' 33. Existing violations and/or expired permits......................................................... ❑ 34. Deed Restriction........................................................................................... ❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ......................... ` ❑ 36. Other: ❑ 37. Other: When issued TelephoneyT r 1q-7 and hold for pickup. I have been info med of the above items and requirements for obtaining a building permit. Applicant: Go Date: SX9, 0- 1. Index permit appli0onforhe above items numbered: Plan Check L Iter 2. Additional items required , Cb1 LI?. q:7 1 Contr`ac&, designer, owner, was advised of the above data by 1❑ phone, ❑ mail, ❑ counter, by Date: Contract r, designer, caner, wase • vised of the above data_by, ❑ phone, ❑ mail, ❑ counter, by Date: Cont` cfdd,'.design2r, owfi4r, was advised of the above data tS� ❑ phone, ❑mail, ❑counter, by Dater Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by: Date: tructural approved by Date: Note transfer by: Date: Yellow: Building Division E.Fi. USE ONLY 0 ```J r 'loot 9fnn Attached Ftooa Ptmn Attached r#' Sam to G.D. / TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance P- P2 IN iu A jo, b bu -Ys Owner Location AP Plan Approved for: Sewage Dispo k-� Water Supply: Public Private Well � Clearance for dwelling. Other !J� Hold final for: Final clearance O.K. for: NOTE: Environm 8/96 Health Specialist Date ®� uepartmentL of Public Works C o u n t y o f B u t t e ®LAND DEVELOPMENT DIVISION J. Michael Crump, Director ® Storm Water''Manegement Program 1 )// 7 County Center Drive Oroville CA 95965 AVAU �5 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase Il Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement ILESS THAN 9 ACRE] Project Description: 'cri tion: Project Location and/or Parcel Number: ��2 9� wy`1%tery By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: Date: Less than 1 Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/24/04 iJ + 1 - Butte County Department of-DevelopmentServlces 'W!", 0 7 County Center Drive 0 ' '== ° Oroville CA 95965 .... .. �G:r%' ° `" . ° (530) 538-7601 Telephone ° _ '"' ° , ° (530) 538-7785 Facsimile ]BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES I request and authorize the Building Division to process this building permit application through the plans examination process WITHOUT first obtaining all necessary, related permits and clearances from other regulatory entities, including but not limited to, Planning, Environmental Health, Land Development, County Fire, and Agriculture. I hereby acknowledge-, • I need to submit applications for septic and/or well to Butte County Environmental Health immediately. - • I am required to bring the approved Environp':ental Health site plan and approved sanitation clearance to the Building Division;gs.soon-as clearance is obtained • I am responsible for notifying Development Services, in writing, to .stop processing of the application and to arrange for disposition of plans. The Building Division will process the application ,through the plans examination process, as submitted, without input from other regulatory entities that could prohibit issuance of the building permit or re uire submission of amended building plans to the Building Division. Once the plans examination process begins, there will be no refund of plans examination fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. Within one year from the date of application for a building permit, all other required permits and clearances from other entities must be obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application. Typically other required permits/clearances include, but are not limited to, verification the parcel was legally created, adherence to. all mitigations and conditions imposed on the parcel at time of creation, as well as zoning requirements, legal access, and applicable set -backs and environmental issues (fire, agriculture buffer zones, and habitat/species). , Please print:M,0171f_ Applicant Name: Building site address: APN: 10kil '-6 Id _ZW/ Permit No.: I have read, understood and accept the terms and conditions as expressed herein as indicated by my submission of the above -referenced building permit application and my signature below: S APPLICANT 5-�? 3 -mss DATE Copy to Applicant/EH/File K:Fortes/BldgPennitwithoutClearances 020705 x SCALE: 1- 400' ---' U4TCH '-'-- SEE SHEET 5 i PCL 9 160.08 ACRES 9 - PCL 8 Iso.11 Acxss PCL 8 40.09 ACRES PCL S 40.09 ACRES ,I NOTE: THIS ADDITIONAL MAP SHEET SNOWS V; ADDITIONAL INFORMATION,IS FOR INFORMATIONAL PURPOSES ONLY, DESCR IRES CONDITIONS AS OF THE DATE OF FILINO, AND IS N07 INTENDED TO AFFECT RECORD TITLE INTEREST. 50' NO DEVELOPMENT ZONE FROM TOP OF CREEK BANK ?7� PCL 7 • �•l9S.11 ACRES a; 'Y PCL 4 40-02 ACRES ' 100' LEACHFIELO FFITE ' I;jVI SETBACK AREA FROM •;,\ LITTLE DR LINE OF LI g TJLf DRY CREEK I I�— PCL 3 40.09 ACRES / PCL 2 40.09 ACRES 50' BUILDING SETBACK LINE FROM CENTERLINE OF ROAD (BOTH SIDES) ® PCL 1 40.09 ACRES /39-�I( .•........... MATCH ...... NOTES: II FIRE DEPARTMENT REOUIREMENTS: al ALL NEW BUILDINGS MUST MEET THE FIRE SAFE REGULATIONS OF BUTTE COUNTY AND PUBLIC RESOURCES CODE 4190. b) DEVELOPMENT OF THESE PARCELS MAY R£OUI RE PAYMENT OF A WATER TENDER FEE, DUE AT THE TIME OF APPLICATION FOR A FOR A BUILDING PERMIT. _ cl AUTOMATIC F1BE SUPPRESSION SPRINKLER SYSTEMS STULL BE INSTALLED IN ALL RESIDENTIAL STRUCTURES IN ACCORDANCE W1 IN THE NAT IONAI FIRE PROTECTION ASSOCIATION STAADARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS IN ONE AND TRO FAMILY ORELLINGS AND MOBILE HWS, NFPA STANDARD IJD. 71 HATCHED AREAS: NO DEVELOPMENT SETBACK ZONES AS SHOWN. NO STRUCTURES OLALPING. FILL MATERIAL OR EXCAVATION SHALL BE ALLOWED IN THE AID DEVELOPMENT ZONES SHOWN ON THIS MAP UNLESS APPROVED BY A QUALIFIED BOTANIST ANO70R ARCHAEOLOGIST. JI THERE IS A 50 FOOT NO DEVELOPMENT ZONE FROM THE CENTERLINE OF ALL DRAINAGE SWALES ON OR OFF SITE. 41 LIMIT NON-AGRICULTURAL EARTHWORK TO THE PERIOD FROM APRIL IS TO NOVEMBER 15.MULCH PROTECT, REPLANT, OR HYDRO -SEED ALL DISTURBED SLOPES GREATER THAN 15x THAT ARE OF ERODABLE MATERIAL. 51 DEVELOPMENT ON EACH PARCEL SHALL BE LIMITED TO AREAS WITH SLOPES LESS THAN JOx UNLESS A GRADING AND EROSION CONTROL PLAN IS PREPARED BY A LICENSED ENGINEER, ARCHITECT OR LANDSCAPE ARCHITECT AND SUBMITTED WITH THE BUILDING PLANS. IN ADDITION, A DUAL IFIED ARCHAEOLOGIST AND BOTANIST MUST APPROVE THE LOCATION OF ANY IMPROVEMENTS PROPOSED FOR AREAS WITH SLOPES EXCEEDING JOx AND PROOF OF THEIR CLEARANCE MUST BE DEMONSTRATED TO THE BUTTE COUNTY DEVELOPMENT SERVICES DEPARTMENT PRIOR TO ISSUANCE OF ANY BUILDING PERMIT. 6) SHOULD ANY SUBSURFACE CULTURAL REMAINS BE DISCOVERED DURING THE DEVELOPMENT OFTHIS PROJECT, A OUALIFIED PROFESSIONAL ARCHAEOLOGIST SHALL BE CALLED IN TO PROPERLY IDENTIFY AND RECORD THE FIND. 7! SHADED AREAS: PROVEN REOUIRED USABLE SEWAGE DISPOSAL AREAS. 8) 50' NO DEVELOPMENT ZONES FROM TOP OF CREEK BANK. (SHOWN WITH TYPICAL) 91 /00' LEACHFIELD FREE SETBACK AREAS FROM HIGH WATER LINE OF LITTLE DRY CREEK. 101 A DEVELOPMENT IMPACT FEE FOR SHERIFF FACILITIES SHALL BE PAID PURSUANT TO THE PROVISIONS OF'CHAPTER J ARTICLE.IZ OF THE BUTTE COUNTY CODE/� FRIOq TO ISSUANCE OF BUILDING PERMITS OR VSE PERMIT IN THE CASE OF A MOBILE NOME PARK. 54 ID FEE AMOUNT WILL BE DETERMINED AND CALCULATED AS OF THE DATE OF APPLICATION FOR THE BUILDING PERMIT OR USE PERMIT. SHEET 4 OF—5 ENO 7'. .. ... a ',. :.: .. ., r ., •. ',Y 1. r� 1 • ,. : .. .... 1.. , :.' ..'. jj ' . .. • . ..r:. .. .' .. ''� .. .. , , ,. .� 'fin{1r} / • : � � : �.. .. .: :- ,.•.. a -.. .' .. :.: .. .. . ..�. .r '...�._•.•. ..t .�� ♦s , { �d „ .. , t .. ., 1 ... a .... , t. .,. '... •r;. :.: .,'. r r. r L l �.. 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Holding Tank 6C UCENSE 30536 �GTFCTIO OPPM011" OptomaTm Concealed 4.2 act®r Fast Response, Residential Concealed Pendent Fusible Link Automatic Sprinkler Central Sprinkler Company 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 Tel: (215) 362-0700 / Fax: (215) 362-5385 / www.centraisprinkler.com Product Description The Central ROC - Residential OptimaTm Concealed, 4.2 K -Factor, Residential Pendent Sprinklers are decorative sprinklers featuring a flat cover plate designed for use in residen- tial occupancies such as homes, apartments, dormitories, and hotels. They are to be used in wet pipe residential sprinkler systems for one - by pushing the ceiling product against the Cap. When the ceiling installation is complete, the Cap is removed and the Cover Plate Assembly installed. Operation: When exposed to heat from afire, the Cover Plate, which is normally soldered to the Support Cup at three points, falls away to expose the Sprinkler Assembly. At this point the Deflector supported by the Arms drops down to its operational position. The fusible link of the Sprinkler Assembly is comprised of two link halves which are joined together by a thin layer of solder. When the rated temperature is reached, and two-family dwellings and mobile homes per NFPA 13D; wet pipe the solder melts and the two link halves seperate, which then allows the Residential residential sprinkler systems for residential occupancies up to and Sprinkler to activate and flow water. concealed including four stories in height per WARNINGS NFPA 13R; or wet pipe sprinkler systems for the residential portions of The ROC Residential Pendent Pendent any occupancy per NFPA 13. Sprinklers described herein must - t 11 d d maintained in com 11. i- s �' The Cover Plate Assembly conceals the sprinkler operating components above the ceiling. The separable two-piece design of the Cover Plate and Support Cup Assemblies allows installation of the sprinklers and pressure testing of the fire protection system prior to installation of a suspended ceiling or application of the finish coating to a fixed ceiling. They also permit removal of suspended ceiling panels for access to building service equipment without having to first shut down the fire protection system and remove sprin- klers. Also, the separable two-piece design of the the Sprinkler provides for 1/2 inch (12.7 mm) of vertical adjust- ment, to reduce the accuracy to which the length of fixed pipe drops to the sprinklers must be cut. The ROC Residential Pendent Sprin klers are shipped with a Disposable Protective Caps. The Protective Cap is temporarily removed to install the ROC, and then replaced to protect the ROC while the ceiling is being installed and finished. The tip of the Cap can also be used to mark the center of the ceiling hole into plaster board, ceiling tiles, etc. ►ns a e an p ance with this document, as well as with the applicable standards of the National Fire Protection Association, in addition to the standards of any other authorities having jurisdiction. Failure to do so may impair the integrity of these devices. Because of the above cited stipula- tions and the varied nature of residential type architecture, there will be some compartment designs which cannot be fully sprinklered in accordance with the recomendations of NFPA 13, NFPA 13D, or NFPA 13R. In the event of this condition, consult the authorities having jurisdiction for guidance and approval. The owner is responsible for main- taining their fire protection system and devices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted relative to any questions. grin =I -.9 No. 4-5.0 Technical Data Sprinkler Identification Number SIN C2596 Approvals UL & C -UL Listed. MEA (7-95-E) (Refer to the Design Criteria Section) Maximum Working Pressure 175 psi (12.1 bar) Pipe Thread Connection 1/2 inch NPT Discharge Coefficient K = 4.2 GPM/psi112 (60.5 LPM/bar12) Temperature Ratings 160°F/71 °C Sprinkler/135°F/57°C Plate Finishes Sprinkler: Natural Brass Cover Plate: Chrome or Brass Plated; 'Flat White, Bright White, or Custom Painted Standard Finish supplied when White is specified Physical Characteristics The Model ROC Residential Optimal"' Concealed Pendent Sprinklers utilize a dezincification resistant (DZR) bronze frame and monel thermal sensitive link. The sprinkler frame orifice is sealed with a gasketed spring plate (Belleville Seal) consisting of a beryllium nickel disc spring that is sealed on both its inside and outside edges with a TeflonTM gasket. The deflector is brass. .:11In 0DesignCriteria_ w s The Model ROC Residential OptimaTm Concealed Pendent Sprinklers are UL, C -UL Listed and MEA Approved for use in accordance with current NFPA standards on wet pipe sprinkler systems. These sprinklers with a maximum ceiling to top of sprinkler deflector distance of 4 inches, have been investigated for use under smooth flat horizontal ceilings with slopes up to 2 inches per foot using the hydraulic design requirements found in Table 1. When unique conditions exist such as sloping ceilings, and when acceptable to the local authority, guidance on the placement of residential sprinklers on sloped ceilings has been provided in Figures 5 -14. This information will provide the minimum spacing requirements necessary for preventing the wetting (i.e., cold soldering) of the heat responsive element (link) of a non -operated Central Model ROC, which is adjacent to one, which has operated. In these situations the minimum required sprinkler flow rates given in Table 1 should be used. Your local authority should be consulted to determine the number of sprinklers required in the hydraulic design area. The Model ROC Residential Optimem Concealed Pendent Sprinklers are only listed with the Series GB4/ROC Concealed Cover Plate Assembly. The minimum required flow rates for systems designed to NFPA 13D or NFPA 13R occupancies are given in Table 1 as a function of temperature rating, ceiling to top of deflector distance, and the maximum allowable coverage areas. The 77777ll 1 1 single sprinkler flow rate is the minimum required discharge from the most hydraulically demanding single sprinkler and, the multiple sprinkler flow rate is the minimum required discharge from each of the total number of "design sprinklers" as specified in NFPA 13D or NFPA 13R. TIA 99-1 (Tentative Interim Ammendment) with an effective date of May 22, 2000 states that the minimum required discharge from each of the "design sprinklers" for systems designed to NFPA 13 must be calculated based on delivering a minimum design density of 0.1 gpm/sq. ft. for each of the listed coverage areas shown in Table 1. If the flow rates listed in Table 1 exceed a minimum design density of 0.1 gpm/sq. ft., then the flow rates in the Table shall be used. Consult the authority having jurisdiction regarding the application of this TIA to the currently adopted NFPA 13. Model ROC Residential Pendent and Recessed Pendent Sprinklers must be installed using the obstruction criteria for extended coverage sprinklers found in the current edition of NFPA 13. NOTES Residential Fire Sprinkler Systems should only be designed and installed by those competent and completely familiar with automatic sprinkler system design, installation procedures, and techniques. The sprinkler must be secured in position by firmly fastening the sprinkler system piping to the structure. If the sprinkler is not properly secured in position, reaction forces resulting from sprinkler operation could alter its orientation and its water distribution pattern. The sprinkler escutcheon cannot be used to hold the sprinkler in position. Several criteria may apply to the installation and usage of each sprinkler. Consequently, it is recommended that the sprinkler system designer review and develop a working understanding of the complete list of criteria prior to initiating the design of the sprinkler system. Questions concerning sprinkler installation and usage criteria, which are not covered by the following instructions, should be submitted to Central Sprinkler. Include sketches and technical details as appropriate. In some instances, the requirements of this document may concern specifications which are more stringent and which take precedence over those specified in NFPA 13, NFPA 13D, NFPA 13R, or by the authority having jurisdiction. Figure 1 - ROC Sprinkler Wrench (1265) Figure 2 Residential Optima TM Concealed Pendent (Non -Activated) 1" x 1/2 (25 mm x 15 mm) Reducing Coupling 1 (63.5 mm ± 3.2 mm) Hole Diameter t i � I � I 3/8" (9.5 mm) I i (ref.) I I L — _ — — J Face of Reducing Coupling 3-1/4" (82.6 mm) Diameter Figure 3 EiD E E `co d r ri +I +I O O N E m co E E N LO 3/16" (4.8 mm) Residential Optima TM Concealed Pendent (Activated) c I I I I I I I I I I 5/8" (15.9 mm) Min. 1-1/8" (28.6 mm) Max. 71 7 Table 1 - ROC Residential OptimaTM Concealed Pendent Hydraulic Design Requirements for NFPA 13D & NFPA 13R Occupancies Coverage Minimum Design Flow - NFPA minimum of 4" (verify "G" dimension minimum of Multiple Area Single Sprinkler Sprinklers 12'x 12' 18 GPM (18.4 psi) 13 GPM (9.6 psi) (3.7 x 3.7m) 68.1 Ipm (1.27 bar) 49.2 Ipm (0.66 bar) 14'x 14' 18 GPM (18.4 psi) 13 GPM (9.6 psi) (4.3 x 4.3m) 68.1 Ipm (1.27 bar) 49.2 Ipm (0.66 bar) 16'x 16' 18 GPM (18.4 psi) 13 GPM (9.6 psi) (4.9 x 4.9m) ' 68.1 Ipm (1.27 bar) 49.2 Ipm (0.66 bar) 18'x 18' 24 GPM (32.7 psi) 17 GPM (16.4 psi) (5.5 x 5.5m) 90.8 Ipm (2.25 bar) 64.4 Ipm (1.13 bar) 20'x 20' 24 GPM (32.7 psi) 17 GPM (16.4 psi) (6.1 x 6.1m) 90.8 Ipm (2.25 bar) 1 64.4 Ipm (1.13 bar) Minimum spacing between sprinklers is 8'(2.4 m). Figure 5 - Sprinkler Location for Sloped Ceiling Note the minimum distance between sprinklers changes by A - NFPA minimum of 4" (verify "G" dimension minimum of the angle of the slope. Verify the Listed flows and pressures 4"), maximum 1/2 of the Listed spacing that the sprinkler for "maximum" and "1/2 maximum" distances. Dimensions was calculated for. (i.e., 18'x 18' spacing is maximum of "A" and "B" are measured along the slope. For angles 9'-0" from a wall). greater than 600, verify with Central's Technical Services B - For angles 00 to 390 minimum B = 8'-0". Department. For angles 400 to 450 minimum B = 9'-0". n For angles 460 to 600 minimum B = 9'-6". Maximum Listed spacing that the sprinkler was calcu- ce lated for. G_r C - Maximum of 3'-0" vertically from the peak. F - Acceptable for angles 00 to 600. F; G - Minimum of 4", for maximum, refer to "A" and measure along slope. Figure 6 - Symmetric Sprinkler Location on Opposing Slopes* The minimum distance between sprinklers on opposing slopes is measured horizontally, some difficult conditions can be solved by staggering the sprinklers, thus increasing the horizontal distance. Remember to measure along the slope for "A" and "B". For angles greater than 600, verify with Centrals Technical Services Department. A NFPA minimum of 4", maximum 1/2 of the Listed spacing that the sprinkler was calculated for. B - See "E" for minimum spacing. Maximum Listed spacing that the sprinkler was calculated for. C - Maximum 3'-0" vertically from the peak. E - NFPA minimum of 8'-0" (when minimum of 8'-0" cannot be obtained due to "B", a baffle must be installed between these sprinklers to obstruct the discharge and prevent cold -solder). See "B" for maximum. F - Acceptable for angles 00 to 600. For unequal spacing down from peak, see Figure 8. Care & Maintenance The Central ROC Residential Optimal" Concealed Pendent Sprinklers must be maintained and serviced in accordance with the following instructions: NOTES Wet pipe sprinkler systems must be maintained at a minimum temperature of 40°F/4°C to prevent freezing and bursting of the pipe and/or sprinklers. Automatic sprinklers are not to be tested with a heat source. Operation of the heat responsive element (link) can result. Absence of the Cover Plate assembly may delay sprinkler operation in a fire situation. When properly installed, there is a nominal 3/32 inch (2.4 mm) air gap between the lip of the Cover Plate and the ceiling. This air gap is necessary for proper operation of the sprinkler. If the ceiling is to be repainted after the installation of the Sprinkler, care must be exercised to ensure that the new paint does NOT seal off any of the air gap Factory painted Cover Plates MUST NOT be repainted They should be replaced, if necessary, by factory painted units. Do not pull the Cover Plate relative to the Enclosure. Separation may result. Before closing a fire protection system main control valve for maintenance work on the fire protection system which it controls, permission to shut down the affected fire protection system must be obtained from the proper authorities. All personnel who may be affected by this action must be notified. Do NOT enclose sprinklers within drapes, curtains, or valances. Do NOT hang anything from the sprinklers. Do NOT cleanse the sprinklers with soap and water, detergents, ammonia, cleaning fluids, or other chemicals. Remove dust, lint, cobwebs, cocoons, insects, and larvae by gently brushing with a feather duster or gently vacuum- ing with a soft bristle (i.e., dusting) brush attachment. Exercise suitable safety precautions in the use and storage of highly flam- mable materials. The rapid rate of fire development and spread of which can be caused by such materials can reduce the ability of the sprinkler system to aid in the control of a fire in which they are involved. Flow Control/ Central Sprinkler Itis recommended that automatic sprinkler systems be inspected and maintained in accordance with the advice and suggestions given in NFPA 25. Automatic sprinklers must never be shipped or stored where its temperature will exceed 100°F/38°C and they must never be painted, plated, coated, or otherwise altered after leaving the factory. Modified sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid damage - both before and after installation. Sprinklers damaged by dropping, striking, wrench twist/slippage, or the like, must be replaced. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb (Ref. Installation Section). It is recom- mended that automatic sprinkler systems be inspected quarterly by a qualified Inspection Service. The ROC Residential Optimal" Concealed Pendent Sprinklers must only be replaced with pendent sprinklers which are listed for residential fire protection service and which have the same nominal K -factor, the same coverage area, and the same or lower flow ratings (as indicated under "Design C(teria"). When remodeling, such as by adding false beams or light fixtures or changing the location of compartment walls, first verify that the new construction will not violate the installation requirements stated under WARNINGS. Alter the new construction and/or the sprinkler system to suit the requirements of this docu- ment. Ordering information: When placing an order, indicate the full product name. Please specify the quantity, model, style, orifice size, temperature rating, type of finish or coating, and sprinkler wrench. Refer to price list for complete listing of Part Numbers. Availability and Service: Central sprinklers, valves, accessories, and other products are available throughout the U.S. and Canada, and internation- ally, through a network of Central Sprinkler distribution centers. You may write directly to Central Sprinkler Company, or call (215) 362-0700 for the distributor nearest you. Warranty: The manufacturer warrants for a period of one year from the date of sale (warranty pe(od) that the product(s) sold hereunder are free from defects in material and workmanship. Our obligation under this warranty is limited to repair or replacement, or, at our option, we will repay the price paid for the product(s), plus any transportation charge paid by the purchaser. In the case of replacement, we will pay the transportation charges to the location of the defective product. We must be given the opportunity to inspect any product you believe to be defective. To make a claim under this limited warranty, you should contact our Sales Services Manager at (215) 362-0700. THERE ARE NO OTHER WRITTEN OR ORAL WARRANTIES. ALL IMPLIED WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSEARE LIMITED /N DURATION TO THE DURATION OF THE LIMITED WARRANTY SET FORTH ABOVE. The manufacturer does not assume any other obligation in connection with the sale of the product(s) by purchaser. This warranty shall not apply to any product(s), which have been installed in violation of written instructions furnished by the manufacturer, repaired or altered, misused or damaged, or not properly maintained. The manufacturer is not liable for indirect, incidental or consequential damages in connection with the use of the product(s). Some states do not allow limitations on how long an implied warranty lasts, or exclusion or limitation of incidental or consequential damages, so the above limitations or exclusion may not apply to you. THIS WARRANTY GIVES YOU SPECIFIC LEGAL RIGHTS, AND YOU MAYALSO HAVE OTHER RIGHTS WHICH VARY FROM STATE TO STATE. Conversion Table: 1 ft.= 0.3048 m 1 sq. ft.= 0.093 m2 1 gpm = 3.785 Lpm 1 psi = 0.06895 bar 1 gpm/ft2 = 40.74 mm/min Teflon is a trademark of the DuPont Corp. Printed in U.S.A. 9-00 Grinnell Bronze Spring Loaded Check Valve %"-2 Figure No. 3600 w/Teflon Disc. Figure No. 3600SJ w/Teflon Disc Figure No. 3615 w/Buna-N Disc Figure No. 3615SJ w/Buna-N Disc 125 PSI Saturated Steam, with TFE Disc Buna-N Disc Rated at 250 PSI 250 PSI Non-Shock Cold Water, Oil, or Gas Fluid Pressure, Non-Shock W.O.G. .ate d t B ;, 2 •� r stir 3 4 A 5 _Vi.I, 6 W } O 4 9 g J 4 Figure No. 3600 Q T_ Figure No. 3615 Threaded W Grinnell check valves may be installed in vertical tines with `N upward flow or in any intermediate position. Z Do Not Use For Reciprocating Air Compressor Service. ® Do Not Use as a Footvalve. i line ii# T Disse , M. 71 1. i�ate`risi i.is bltnenstoits—Weights 1. Q) Figure No. 3600SJ Figure No. 3615SJ Copper to Copper 7777.� 11 Nominal Size Part Specification 1. Body -Bronze ASTM B-584 Alloy C84400 2. Stem Stainless Steel ASTM A-582 Alloy S30300 3. Spring 316 Stainless Steel 4. Disc Holder Stainless Steel Type 301 S. Disc Teflon, Fig. 3600 5A. Disc Buna-N, Fig. 3615 S. Seat Ring Teflon 7. Seat Screw Stainless Steel ASTM A-276 Alloy S43000 S. Body End Bronze ASTM B -5B4 Alloy C84400 7777.� 11 Nominal Size Dimensions Approx.Approx. NNet Wt. Fig. 3600 NNet Wt. Fig.3600SJ A B C 3/8 2 13/8 17/16 .4 .4 '/2 21/16 13/8 13/16 .4 .4 3/4 2114 1% 15/16 .5 .5 1 25/6 1 2 1112 .8 .9 1114 215/16 23/6 1"116 1.2 1.3 1'12 35/16 23/4 2 1.6 1.9 2 33/4 3316 25/16 2.4 2.7 t 3=Way G'Uobe valvies 1/4 Inch Central Sprinkler Company 451 North Cannon Avenue. Lansdale, Pennsylvania 19446 Product Description Material corrosion resistance. The hand �1 ®pper�++a�+.7� r f pt I O 1 wheel is manufactured from cast iron materials to meet or exceed the Bronze requirements of Underwriters The Central Model F17 3 -Way Laboratories, Inc., Factory Mutual, Bronze Globe Valves are designed The American Water Works for general service as shut-off, Association C-509 and ASTM A-126, throttling, or drain valves. Class B Standards. The Central Model F17 3 -Way The Central Model F17 3 -Way Bronze Globe Valves provide positive Bronze Globe Valves are rated with shut-off under normal operating cold water at 200 psi, non -shock for conditions. They are recommended cold water service, and are tested for water service only. twice, air under water for consistent The Central Model F17 3 -Way quality. Bronze Globe Valves are of cast The Central Model F17 3 -Way bronze construction in strict Bronze Globe Valves have a soft accordance with ASTM B-62 - rubber seat for tight shut-off under all specifications 85-5-5-5 for superior operating conditions. (Mfg. Source: Non -Domestic) i i 2.45 1.69.- GkRobe Va1vk 3 r Bill of Materials Item Description Material Specification 1 Body Bronze ASTM B-62 2 Hand Wheel Cast Iron ASTM A -126-B 3 Hand Wheel Nut Steel Commercial 4 Packing Non -Asbestos Commercial 5 Packing Gland Brass ASTM B-16 6 Packing Nut Brass ASTM B-16 7 Stem Brass ASTM B-16 T No. 27.3.0 .. 'cant"da - 1 800 854-1015 FIDE PRIN'KL.ERPRES-GAUGES U.S. GUAGL, AMETEK Use on wet or dry sprinkler systems! Solid brass backed! ns tioo �Qo , '/4" ANTP-LM brass fitting; 3'/2 n diameter is pit ps so 2550 300 lb./sq. In. Capacity 255 2755 300 1 @LISTED rM APPROVE .Ill I c Irma VSR-S>Fr OTTER A POR SMALL PIPE VANE TYPE WATERFLOW ALARM SWITCH WiTH RETARD Patter ElaI Signal Company potter Electric Signal & Mfg. LTD 2081 Craig Road a P.O. Box 28480 1967 Leslie Street 8t. Louis, 11631464161 Don Mills, Ontario, Canada M382M3 (314) 8784321 (800) 325.3938 (416) 441 1833 UL, ULC, WPM LISTED and NYMEA ACCEPTED Service Pressure: Up to 250 PSI fit Minimum Plow Rat! for Alarm: 10 OPM *� �M Maximum Surge: 1S FPS �04 Fax 'red enamel finish. Enclosure: Dia -cast, Cover held In piece with tamper resistant $crows 4� Two seta of SPDT Form C Contact Ratings: a { ) 15.0 Amps at 125/250 VAC 2.0 Amps at 0.30 VDC Conduit Entrances: Two Knockouts provided for 1/2' conduft Usar[i$: Usted Plastic, Copper and Schedule 4o Iron Pipe `Q Fits pipe sizes - 1", 1 1141, and 1 1l2" Note: 8 paddles are furnished with each unit one for each pipe size of threaded or sweat TEE, one for 1' CPVC, and one for 1 1/2' polybutylene (CTS -Copper tubing size) Emvironmentel Specifications: : +=A Suitable for Indoor or outdoor use WM factory Installed gasket and dfe-c4st Musing NEMA 4 Rated Enclosure -use whit appropriate t ondu� fitting Temperature Rangd: 40° F/120° F (4.5° C/49° C) Caution: This device Is not intended for appflcatl" In explosive environments service Use: Automatic Sprinkler NFPA-13 One or two family dwelling NFPA-f 30 STK. NO. 1113000 Residential occupancy up to four stories NFPA-13R U.S, PAT. NO. 3921989, CANADIAN PAT. NO. 1009880 Natlonal Fire Alarm Code NFPA-12 OTHER PATENTS PENDING. uptfonal: Cover Tamper Switch, order stk. No. 00900113 The Model VSn-SF is a vane type waterriow switch for use on wet sprinkler The vane must not rub the Inside of the T89 or bind In any way. The stern systems that use 10, 1 1/41, or 1 1/2" pipe size. The unit may also be used should move freely when operated by hand. as reactional waterfiow detector len large systems. The device can also be used In copper or plaatle pipe inst&Mtkstta with the The unit contains two single pole double throw snap notion switches snd proper adaptsfe so that the specified TEE fttti V may be Installed on the an ad}ustable pneumatic retard. The switches are actuated when a flow Of pipe run. 10 gallons per minute or more occurs downstream of the devlot. The flow , condition must exist for a period of time necessary to overcome the INSPEOMN AND TEBTINQ: Check the operation of the unit by opening solaoted retard period. , I the Inspector' tett valve at the and of the apdnkler fine or the dram and test ootlneeft If an Inspector's test valve Is not provided. INSTALLATION: These devices may be mounted In horizontal or vertical pipe. On horizontal pipe they should be installed on the top elde Of the pipe' If there are no provisions for testing the operebm of the flow detection where they will be accessible. The unite should not be Installed within 82 device on the system, appllcatlan of the VSR-SF Is not NeOmmOnded or of &valve, drain or fitting which changes the direction of the waterflow. The 'advisable unit has a 1"NPT bushing for threading into a non-corroelve TEE. See Fig, 2 for proper TEE size, type and Installation. The frequency of the Inspection and testing and Its aesocitted protective monitoring system should be in do=dsnce with tits applicable NFPA Screwthedevice Into the TFEfitting asshown InFig. 2. Car#mustbetaken Codes and Standards andlor authority having jurfadt Wn (manufaoturer to property orient the device for the direction of watorflow. recommends quarterly or more frequently), CAUTION: There are 8 paddles furnished with each unit. These paddles have raised lettering that shows the pipe size and type of TEE that they are to be used with. The proper paddle MU51 be used. The screw that holds the paddle must be securely tightened. MKr. 06#00003 - REV I PAGE t Of 2 PRINTED IN USA MFG. #9100802 - =5 I I IIS, II i BELLS (501,011rFIER PBA -AC & PBD -DC Potter Electric Signal Company Potter Electric Signal &Mfg. LTD 2081 Craig Rd., P.O. Box 28480 1967 Leslie Street St. Louis, MO 63146 Don Mills, Ontario, Canada M3B2M3 (314)878-4321 / (800) 325-3936 (416) 441-1833 t UL LISTED, FM APPROVED T Sizes Available: 6", 8", and 10" Q Voltages Available: 24VAC yM ,} t� �, 120VAC FaY 12VDC (10.2 to 15.6) Polarized h 24VDC (20.4 to 31.2) Polarized a r 0Service Use: Fire Alarm 1' t t r2 g� General Signaling F, Burglar Alarm ..rnfi@ ...... Environment: Indoor a Outdoor Use (See Note 1) -400 to 150°F (outdoor use require weatherproof backbox) Termination: 4 No. 18 AWG stranded wires Finish: Red powder coating Optional: Model BBK-1 weatherproof backbox 6" BELL SHOWN These vibrating type bells are designed for use as fire, burglar, or general signaling devices. They have low power consumption and high decibel ratings. The unit mounts on a standard 4" square electrical box for indoor use, or on a model BBK-1 weatherproof backbox for outdoor applications. ALL DC BELLS ARE POLARIZED AND HAVE BUILT-IN TRANSIENT PROTECTION: SIZE VOLTAGE MODEL NO. STOCK NO. CURRENT (MAX) TYPICAL . � 10 FT. MINIMUM dB 0 10 FT. 6 12VDC PBD126 1706012 .12A 85 75 8 12VDC PBD128 1708012 .12A 90 75 10 12VDC PBD1210 1710012 .12A 92 75 6 24VDC PBD246 1706024 .06A 87 75 8 24VDC PBD248 1708024 .06A 91 79 10 24VDC PBD2410 1710024 .06A 94 79 6 24VAC PBA246 1806024 .17A 91 75 8 24VAC PBA248 1808024 .17A 94 75 10 24VAC PBA2410 1810024 .17A 94 75 6 120VAC PBA1206 1806120 .05A 92 82 8 120VAC PBA1208 1808120 .05A 99 82 10 120VAC PBA12010 1810120 OSA 99 85 Weatherproof backbox model BBK-1 Stk. No. 1500001. Notes: 1. Minimum dB ratings are calculated from integrated sound pressure measurements made at Underwriters Laboratories as specified in UL Standard 464. UL temperature range is -30° to 150°F. 2. Typical dB ratings are calculated from measurements made with a conventional sound level meter and are indicative of output levels in an actual installation. PRINTED IN USA MKT. #8850001- REV K PAGE 1 OF 2 MFG. #5400776 - 4/94 99 h 1 tl h 7. I I ! IIIA I. I i Sprin' Igm Hwacu dad AML AM Ca -%b' & Central Sprinkler Company 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 Product Technical DescriptionData f k Central Sprinkler Head Cabinets Model- Sprinkler Head Cabinet are constructed of a metal enclosure Style: 6 head or 12 head with a triple -hinged cover designed to provide on-site storage of an Standard Finish: Red enamel emergency supply of sprinkler heads Mfgr. Source: Non-domestic and a sprinkler head wrench. Capacity: 6 sprinkler heads NFPA 13 requires a representative 12 sprinkler heads number of each type of sprinkler t Dimensions: head used in a sprinkler system to be stored in a cabinet on-site to allow for 6 head - 5" high x 14" long x immediate removal and replacement 3 1/4" deep of sprinklers which may have 12 head - 5" high x 14" long x operated or become damaged. 4" deep _Central Sprinkler Head Cabinets Weight: 6 head - 2.3 lbs. are manufactured of heavy gauge 12 head- 3.5 lbs. steel with knock -outs to accommodate either 1/2" or 3/4" N.P.T. threaded sprinkler heads and are painted an attractive red enamel. They are available in six (6) or twelve (12) head capacity. 0 Goulds IRRI-GATORTfN GT �. yy EN APPLICATIONS FEATURES m Powered for Continuous MODELS AVAILABLE Specifically designed for the., ■ Self -Priming Design: Operation: Pump ratings are within the motor manu- following uses: When pump is primed it facturer's recommended • Lawa sprinkling never needs priming again _, working limits. Can be • Irrigation even`if water level drops operated continuously. Air conditioning systems below end of the foot valve Without damage. • Heat pumps It resumes pumping as soon. • Water transfer as water level rises again. n Mechanical Seal: • Dewatering Gas or air in the water will Carbon/ceramic faces, BUNA not airbind the pump. elastomers. 300 series SPECIFICATIONS m Serviceable: stainless steel metal parts. Exclusive casing design Pump: • Back pullout design allows disassembly of pump for prevents the seal from • Pipe connections: e w'thout disturbin running dry. 1'/2" suction 1Yz" discharge • Capacities: to 110 GPM at 5 foot suction lift. • Heads: to 128 feet. • Reprime capabilities: to 25 foot suction lift. • Maximum working pressure: 125 PSIG. • Maximum water temperature: 160°F (710C). • Rotation: right hand ie; clockwise when viewed from motor end. Motor: • NEMA standard open drip proof. 60 Hz, 3500 RPM. • Stainless steel shaft. • Single phase: %-2 HP, 115/230 V; 3 HP, 230 V only. Built-in over -load with automatic reset. • Three phase: 230/460 V. Overload protection must be provided in starter unit. Starter and heaters (3) must be ordered separately. 01997 -Goulds Pumps II - s rvlce I g piping. • Two compartment motor for easy access to motor wiring and replaceable components. ■ Diffuser (Guide Vane): Bolt down diffuser provides positive alignment with impeller. Diffuser also has stainless wear ring for extended performance in abrasive conditions. F.D.A. compliant, injection molded, food grade, glass filled Lexan® for durability and abrasion resistance. ® Impeller: F.D.A. compli- ant, glass filled Noryl®. Corrosion and abrasion resistant. m Corrosion Resistant: Electro -coated paint process is applied inside and out, then baked on. m Casing: Cast iron construction. 4 bolt, back pull-out design. Tapped openings provided for vacuum gauge and casing drain. SELF -PRIMING Model HP Phase GT07 % 1 GT10 1 GT15 1'/z GT20 2 GT30 3 GT073 3/� 3 GT103 1 GT153 11/z GT203 2 GT303 3 Water recirculates, Arrows show flow of but during re -priming water after all air has operation only. been exhausted from Air is exhausted from suction line. suction line through discharge pipe. Effective October, 1997 BGT Goulds IRRI-GATOWM Q� o CO 14 8 GT_„10 O 7 \2 13 \_1011 s - �\ 2 t ,COMPONENTS: DIMENSIONS AND WEIGHTS ItemNo. I Descri tion' GT10 'GT15 GT20 3 � 8eal'ring ' `diffuser 4 Diaphragm 5 Machine screw 6 " Datoot 7 i 8 3 9 F10 1'h 11 1 Motor adapter 12 Bolt - casing to adapter 13 Bolt -adapter to motor 14 1 Deflector '..Model.:. GT07 . GT10 'GT15 GT20 GT30 GT073 GT103 GT153 GT203 GT303 HP 9/� 1 2 2 3 % 1 1'h 2 -:3 .: .:Z1'/6 30 20Vie 21 "A, 19 19% 20'/,8 20'3/16213/,6 20 63 59 54 49 39 GT15/ 30 60 55 51 46 37 GT153 8,/4 45 38 33 20 14 20 Height GT203 30 10112 67 571441 GT203 40 9'/4 20 05 0 88 76 60. Wt. (lbs.) 48 52 60 65 76 49 52 55 69 71 Phase Single I Three (All dimensions are in inches and weights in lbs. Do not use for construction purposes.) 11h" NPT DISCHARGE 3,/z -OJ 11/2' SUCTION f 8 8'/4 PERFORMANCE RATINGS' PERFORMANCE CURVE �-�1 �• �/�f? PSI Suction Lltt METERS F Model Disch. in Feet 40 Pressure 5 10 15120125 30 100 80 U_ z 20 0 60 0 r- 40- 10 20 0` 0„ Performance ratings arD in GPM. RGOU.LDS PUMPS 1'TT: Industriss. 1�MEN noun��=t m• mllp 0 5 10 15 20 GALLONS PER MINUTE (0) Single and three phase have same performance. SPECIFICATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE. '0 U.S. GPM 25 m3/hr. Water Technologies .Seneca Falls, NY 13148 PRINTED IN U.S.A. 20 44 41 36131124 GT073 30 34 31 26 22114 GT073 40 10 4 '0 0 0 20 53 51 49 46 41 GT103 30 43 41 3836 32 GT103 40 29 22 16 8 0 20 63 59 54 49 39 GT15/ 30 60 55 51 46 37 GT153 40 45 38 33 20 14 20 86,77 70 591461 GT203 30 10112 67 571441 GT203 40 65 60 57 50 43' 20 05 0 88 76 60. .>.30 92190 84 75 57 GT3.03 T3LQ ;;, 40.73 67 62 55 50 30 100 80 U_ z 20 0 60 0 r- 40- 10 20 0` 0„ Performance ratings arD in GPM. RGOU.LDS PUMPS 1'TT: Industriss. 1�MEN noun��=t m• mllp 0 5 10 15 20 GALLONS PER MINUTE (0) Single and three phase have same performance. SPECIFICATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE. '0 U.S. GPM 25 m3/hr. Water Technologies .Seneca Falls, NY 13148 PRINTED IN U.S.A. JUNE, 1980 Supersedes page P3 PUMPTROL® PRESSURE .SWITCHES - Dated 3/76 TYPE FSG MORE ABOUT THE PUMPTROL PRESSURE SWITCH WITH FORM M4 LOW PRESSURE CUT-OFF. The Class 9013 type FSG Form M4 switch includes all the features of the standard type FSG Pumptrol pressure switch. In addition, the Form M4 low pressure cut-off feature aids in preserving the life of the pump. When pressure in the system drops to approximately 10 P.S.I. below the set cut -in point for any reason, such as a low water condition, the switch will open = to turn off the pump.* When the condition has been relieved, the lever is manual turned to the start position and, if pressure : _ i F.", is restored while holding there, the switch resumes normal y\� operation.. -s The Form M4 manual lever also has an off position for com- plete pump shutdown. IMPORTANT: The cut -in point must not be set lower than 19 P.S.L. consequently, the cut-out point on rising pressure must _ r Srr^ {` not be lower than 30 P.S.I. Electrical Ratings — See preceding page. NOTE: Form M4 is not available on FYG types. Example: Switch set 20-40, low water cut-out = 10 a p approx. Type FSG. Form c5 M4 (shots ng Combination of Pilot Light and Low Pressure Cut -ort Moditfeatlons) Switch set 30-50, low water cut-out = 20 approx Switch set 40-60. low water cut-out = lh appiox FOR PRICES AND ORDERING INFORMATION SEE PRECEDING PAGES SWING RADIUS IS 2.25 IN. Type FSG-2,Fonn M4 UNDERWRITERS LABORATORIES LISTED 2.78 i 71 i i l s 2.05 i 1_39 52 35 "4':mF Dual Dirrwnsx r:- DI�.YSA SQumn n [nMantnr ILL I IP I f l Manufacturers of Pumps and Supplies 2081 Frontier Trail PIPE,:VALVES & FITTINGS Q Anderson, CA 96007 (916) 365.2555 Sheet NO. 1211.01 Effective 2-15-90 Supersedes 0-00 ORDER DESK: CALIFORNIA (800) 446-4800 NAIIONAL (800) 222 -HAYS FACSINIIL( 111 (,) t6 ,Cu; BALL FLOAT VALVES VALVES ONLY ORDER NO. SIZE WEIGHT LB. LIST PRICE NET 1-10 NET 11 & UP R400-1/2 1/2 1 $23.10 $11.55 $10.78 R400-3/4 3/4" 1 29.74 14.87 13.88 R400-1 1" ' 46.80 23.40 21.84 R600-1-1/4 1-1/4" 4' 107.14 53.57 50.00 R600-1-1/2 1-1 /2" 4 107.14 53.57 50.00 R610-2 2" 3 113.90 56.95 ' 53.16 COPPER FLOATS WEIGHT LIST NET ORDER SIZE WEIGHT LIST NET NET NO. 25.8 22.7 ; 2 16.9 1 1 -2 8 PRICE 1-10 Ill & UP R440-55 ' 5" 1 $24.58 $12.29 511.47 R440-6 6" 1 28.80 14.40 13.44 *R440-8 8" 1 79.83 39.93 37.27 *FOR THRU-HULL AUU 4V /o i U rvt i Pn►vpRnPYI FNF -FLOATS . -ORDER SIZE WEIGHT LIST NET NET NO. 25.8 22.7 ; 2 16.9 1 1 -2 8 PRICE 1-10 11 & UP PF5 ' 5" 1 $9.32 54.66 $4.35 PF6 6" 1 11.02 5.51 5.14 *PF8 8" 1 12.92 6.46 6.03 * FOR THRU-HOLE ADD $4.03 EACH TO NET (G.P.�ti4.) TVA 'I� tI ;�,. INI fT I't's=SQL ALL PRICES AND SPECIFICATIONS ARE SUBJECT TO CHANCE WITHOUT NOTICE. F.O.B. SHIPPING POINT HAYS PUMPS INC. 19900 ,77 7 _ INLET PRESSURES i'.S.I. 125 1 105 85 65 55 j VALVE GALLONS PER MINUTE G.P.M. R400-1/2" 36.0 30.2 25.8 22.7 ; 2 16.9 1 1 -2 8 R400-3/4" 64.3 56.5 47.1 i - R400-1" 82.5 76.4 69.0 4.7 `4 -4. 8600 ALL 160. 144. 129. I 114. t3?_. 69. I >'' %4. SIZES R 610 2 6 7 . 2 41. 218. 140. 19 3_ i 1 i '_ (-----1-_._� - - - - ALL PRICES AND SPECIFICATIONS ARE SUBJECT TO CHANCE WITHOUT NOTICE. F.O.B. SHIPPING POINT HAYS PUMPS INC. 19900 ,77 7 67 Zb k ■® MAI 11111�7 rte. v e C-. QL Q Sly LI A/ �a NOTES: Fars Prot n 1. System to be installed per N.F.P.A 13D, Manufacturers specifications, Contractin and local A.H.J. 1:1= No. 27506 C-16 2. All piping to be "Listed" CPVC or equiv. 3. Pipe hangers to be "Tolco" or equiv. 4. Freeze protection, water supply, carpentry and electrical by others. op C� 5. Exact pipe runs and head locations subject to field verification. 6. Heads to be Reliable F1/RES/CCP, K=3.9. Flows based on an 18'X18' grid pattern. (see attached calcs.) DRAWN CHECKEO 1i OATE SCALE JOB NO. 1 rr .)f -o,,4 rSHEET d OF SHEETS