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HomeMy WebLinkAbout073-260-0180 0 Alph Newcomb/•1 y��� STR #14 Winding Way Clipper s Permit 256-72B (new single family) -- A.P . ALPH NEWCOMB ' 14 Winnding•Way;'Lot 85 Merry Mt. Vil-, Lor_- BLOCK SUBDIV. lager Clipper Mills —TM Permit 665-7\ PERMIT 3\B/GjJpj7 TYPE OF PERMIT NO. PLAN NO. DATE ISSU� (1,-t RENEWAL) REMARKS b 283- OB,P , Alph & Jessie FNEook & Son Buildernding Way, `. C�,•f,�ell "Ll')is (SF install eng.'truss roo /shower) PERMIT DESIGNATION: B -BUILDING E -ELECTRICAL U -USE PERMIT DEPARTMENT OF P -PLUMBING TV -RADIO -TV ANTENNA V -VARIANCE BUILDING AND SAFETY T -TRAILER S/W-SIDEWALK NOTICE S -SIGN PERMIT HM -HOUSE MOVING EP -ENCROACHMENT D -DEMOLITION 600.1 Y PERMIT DESIGNATION: B -BUILDING E -ELECTRICAL U -USE PERMIT DEPARTMENT OF P -PLUMBING TV -RADIO -TV ANTENNA V -VARIANCE BUILDING AND SAFETY T -TRAILER S/W-SIDEWALK NOTICE S -SIGN PERMIT HM -HOUSE MOVING EP -ENCROACHMENT D -DEMOLITION 600.1 Y INSPECTION RECORD BUILDING APPROVALS t w w (L Z Z O 0C6IF arc0 own J IL Z UJ OW Zy w K O Z i LL K O= W~ ig it O= w~ 1-5 Ir Ow WN ig L 0:I Ow WN I -g 6a w ,riY Ir U UO of m U wJ J O< w U w LL J SIG. •DATE SIG. DATE SIG. DATE SIG. DATE SIG. DATE SIG. DATE SIG. DATE SIG. DAS E SIG. DATE SIG. DATE SIG. DATE SIG. DATE J/I iffUl lefe! /JJ:I/7 % I/1. PERMIT NUMBER, SIG. DATE SIG. DATE SIG. DATE SIG. DATE SIG. DATE ROUGH -IN GAS PRESSURE TEST WATER PIPING SEWER LINE APPLIANCES & VENTS FINAL ELECTRICAL A PPROV A L.Q PERMIT NUMBER, SIG. DATE SIG. DATE SIG. DATE SIG. DATE SIG. DATE ROUGH -IN FIXTURES & APPLIANCES METERS FINAL li1I,JCELLANEoUS APPROVALS PERMIT NUMBER, DESIGNATION SIG. DATE SIG. DATE SIG. DATE SIG. DATE SIG. DATE 07�area- vt 44 °00 R. 023 39, L = /99.67' 40 t 15 00 SIT 4 , '4=3Bg2 y 6'9► 34 r3. 33 4 o L� as .001 �a rya% LEGEND SET RAILROAD SPIKE ON CENTERLINE FOUND 3/4ofIRON PIPE MARKED RCE 7294 FOUND CONCRETE MONUMENT MARKED RCE 7294 SET 3/4!'IRON PIPE MARKED RCE 7294 AT ALL LOT SET 2"x 3' IRON PIPE MARKED RCE 7294 COMPUTED CORNER LOCATION 15'x 2' ANCHOR EASEMENT SET CONCRETE (L MONUMENT MARKED RCE 7294 N67*06'34`£ f. 48.85 CORNERS R° (eZ l —,�) 3 ra f PERMIT NUMBER - B 256-72 • t P 216-72 `'. E 216-72 ' �. PERMIT EXPIRES OWNER Alph Newcomb { CONTR: owner. LOCATION (A.P. 37-83-18 #14 Winding Way, Clipper Mills (Lot 87, Merry Mtn. Village) ie iv 1. +] lei4 COUNTY.. OF BUTTE Department.'-of•OPuWic Works BUILDING INSPECTION RECORD Zoning Setback Forms Foundation--,, Piers & Girders Fireplace, Rgh. Plumbing G�� Bond Beam Lath & Plaster Rein. Steel Gas Piping & Test Found. Vents Framing- ��«i-� -z�7 �% _ Plmg. Topout i(�) =.e9 % ' Rough EIec. Wtr. Htr. Furnace Kitchen Vent Firewall Garage Vents Sanitation & Water ELECTRIC GAS BUILDING Temporary Temporary Cert. of Occup. \ Final o� q %2�iC.r Final c "%r% Final DATE REMARKS OR CORRECTIONS i 7- 55--9) 1 ;,-r7 `Y � 13?� C14 F-W/L ©P � COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS, 7.- County Center Drive ,- Ctrovllle, California 95965 Telephone: 534-4541 APPLICATION AND PERMIT authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. Date Signature of Pe itee or Agent Receipt No. White-D.P.W. — Yellow -Assessor — Pi k -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By z,�r Date 3-/`� 7a Building permit expires Date,3—/ Y - %j BUILDING Owner SQ. FT. OCC. BUILDING VALUATION Mailing Address .A � Telephone No. Fireplace Contr or Total Valuation Mailing Address Permit Fee Plan Checking Fee &/or Penalty Telephone No. Permit Fee $ $ Building Address PLUMBING No. @ FEE PERMIT FILING FEE $2.00 Each Trap 1.50 Repair drainage or vent piping 1.50 Water piping 1.50 Each gas water heater or vent 1.50 A. P. No. Q Zoning &Planning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 F*f—s War_— Sanitation Fire Dept. Fire Zone Use Permit Building sewer 5.00 EQA Parking Plans I Parcel Declaration Parcel Ma P 60' R/W Im rovements P Lawn sprinkler system 2.00 BI gd a`PT ns ec d I Parcel Approval Plans Approval Permit Fee $ $ NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER ❑ ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 c 2 Main service incl. 1 meter .- Ad ditional meters, each 1.00 Sub -panel (12 or less) (more than 12) Single Family ® Duplex ❑ Mobil Home ❑ Others ❑ Range, Cook -top or Oven 1.00 Water Heater or Space Heater 1.00 Light fixtures ba_ I Y 10 Receps., switches & fix outlets 2u(ar25 CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: Hood, Ex. Fan or F. A. Furn. Motor 1.00 Evap. cooler, gar. disp. or D.W. 1.00 Air conditioner or heat pump Water pump Mobil Home Facilities 5.00 Temp. Power Pole 5.00 License No. Classification Misc. wiring KI I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑ I have placed on file with the County of Butte a certificate of orkmen's Compensation Insurance. certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation L2.00 Hood Permit Fee $ $ 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby TOTAL PERMIT FEE $- authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. Date Signature of Pe itee or Agent Receipt No. White-D.P.W. — Yellow -Assessor — Pi k -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By z,�r Date 3-/`� 7a Building permit expires Date,3—/ Y - %j I ' COUNTY OF -BUTTE - DEPARTMENTO'*'y-PUBLIC WORKS r 7 County Center Drive - Oroville, California 95965 Phones 533-1230, Ext. 259 APPLICATION AND BUILDING PERMIT Permittee Owner Mailing Address ' Contractor Mailing Address . A. P. No. Fire Zone Zoning Sanitation Planning Plans ,' Fees W.C. BLDG. Address - — % .1 R W E croachme t ' NEW C1a ADDITION O REPAIRS Dy OTHER 1 Others ' Single. Multi USE OF STRUCTURE Family [] Duplex � Dwelling F-1 Others �- FOUNDATION ` MATERIAL �� EXTERIORL%1k •%--,PIERS. lW1dih{a,-Top , ✓v - 0 twt, i Width at Bottom L Depth in Ground ' SO. FT. OCC. BUILDING VALUATION, R:W. PLATE (Sill) SIZE SPACING SPAN Girders \`) oists!1st Floor Joists - 2nd Floor Fireplace Joists - Ceiling Total Valuation Exterior Studs Permit Fee Interior Studs Plan Checking Fee &/or Penalty Roof Rafters Total Permit Fee Bearing Walls CONTRACTORS LICENSE LAW A. LICENSED CONTRACTORS COMPLETE THE FOLLOWING: I am licensed under the provisions of Chapter. 9, Div. 3, of the State of California Business & Professions Code under the name styleof................................................................................................................................................................................................................................................ License No . ........................... Classification,,,,,,,,,,,,,,,,,,............................. and certify that the aforesaid license is in ­full force and effect. B. OWNER -BUILDER & OTHERS COMPLETE THE FOLLOWING: I am exempt from the Contractors License Laws of the State of California under Sec. 7031.5 because (check one): 0 I am the owner of the above property and I will contract to have all of the above work performed by licensed contractors. (Sec. 7044). - I am the owner of the above property and do not intend to offer it for sale for one year from the date of completion of the improvements. (Sec. 7044). Basis, if any, for other statutory exemption.................................................................................................................................................................. .................................................................................................................................................................................................................................................................... WORKMEN'S COMPENSATION INSURANCE I am aware of the provisions of Section 3700 of the California Labor Code which requires every employer to be insured against liabil- ity for Workmen's Compensation. I have placed on file with the County of Butte a certificate of compliance or proof of exemption pursuant to Section 3800. I certify that I have read this application and state that the above information is correct. I agree to comply to all County ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. X............................................................................. Date ................................ SIGNATURE OF PERMITTEE OR AGENT This BUILDING PERMIT is hereby issued under the appli- cable provisions of County resolutions and/or ordinances. DIRECTOR OF PUBLIC WORKS By................................................................................ Date .................. Receipt No......................................................................................................... 11 Permit Expires Date t f` COUNTY OF ,BMTTE DEPARTMENT ''OIL' PUBLIC WORKS V 7 County Center Drive - Oroville, California 95965 Phone: 533-1230, Ext. 259 APPLICATION AND PLUMBING P E R M I T Permittee Owner-�f✓2� f���a s'..�y+or- a A.P. No, r .ter Mailing Address -,.,+ r-�r-+.a.�t-- .��- •d'�� n``,',,/�--„ �� _ Contractor Mailing Address BLDG. Address..-�" ,-fix l �.✓ -�� ;r -4r �a�.� .. '.• �%� _.I%', _ � rV..-----z -DESCRIPTION OF WORK NO,,, @ Fee $2.00 NEW ADDITION ,REPAIRS PERMIT FILING FEE Each fixture or trap or set of .a fixtures on one trap 1.50r OTHERS: Repair or alteration drainage or vent piping .1.50 Remarks: Installation or repair �- .. water piping �. 1.50 Each gas, water heater or gas heater -vent 1.50 ' USE OF ST-R`UCT URE Gas piping system 1 - 5 outlets 1.50 Single Multi, RESIDENTIAL Family Q Duplex Dwelling Q Gas piping 6 or more - Each .30 ' House Sewer 5.00 Lawn Sprinkler system 2.00 OTHERS: Remarks: TOTAL FEE $ 17 00 A. LICENSED CONTRACTORS COMPLETE THE FOLLOWING: I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name styleof................................................................................................................................................................................................................................................I License No .............................. Classification............,,,,............................... and certify that the aforesaid license is in full force and effect. B. OWNER -BUILDER & OTHERS COMPLETE THE FOLLOWING: I am exempt from the Contractors License Laws of the State of California under Sec. 7031.5 because (check one): I am the owner of the above property and I will contract to have all of the above work performed by licensed contractors. ( Sec. 7044). ` I am the owner of the above property and do not intend to offer it for sale for one year from the date of completion of the improvements. (Sec. 7044). QBasis, if any, for other statutory exemption.................................................................................................................................................................. .................................................................................................................. WORKMENrS COMPENSATION INSURANCE I am aware of the provisions of Section 3700 of the California Labor Code which requires every employer to be insured against liabil- ity for Workmen's Compensation. I have placed on file with the County of Butte a certificate of compliance or proof of exemption pursuant to Section 3800. 1 certify that I have read this application and state that the above information is correct. I agree to comply with all County ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes X , - iT 41-1 .� ............ Date . .. ......... ..y ... .................. ......... .................... SIGNATURE\OF PERMITTEE OR AGENT Receipt No........., _. p �� �> ........................................................... This PLUMBING PERMIT is hereby issued under the appli- cable provisions of County resolutions and/or ordinances. DIRECTOR OF PUBLIC WORKS BY...........fin z�....... ................Date::.%... 'a_. _ '17 /)AL- ` � 11 0 It e� COUNTY OF BUTTE 7 ( a DEPARTMENT OF ,PUBLIC WORKS / 7 County Center Driv6 broville, California 95965 PHONE: 533-1230, Ext. 259 APPLICATION AND ELECTRICAL PERMIT Permittee Owner i/r f" ! i fes'- ems... - _ , r . A. P. No. — Mailing Address Ir - J Contractor Mailing Address r BLDG. Address DESCRIPTION OF WORK No. Fee PERMIT FILING FEE 52.00 NEW 0 ADDITION F --j METER SERVICE. 0 - Supplementary. Filing Fee, 1.00 OTHERS: Remarks: USE OF STRUCTURE Single Multi Family 0 Duplex O Dwelling Q OTHERS: Remarks: Main Service Sub -Panel (12 or' (more less) ' '- Each Range, Dryer or Water Heater Each L00 Oven, Cook -Top or Space Heater Each ...50 Light Fixtures tJ First 20 .20 Each Additional 10 ' /� J �? J Race tacle_s„ Switches & Fixture Outlets C, First 20 20 Each Additional .10 / e -t r ✓ Hood, Exhaust Fan or F.A. Furn. Motor ; Each .50 i Evap. Cooler, Gar.rDisp. or Dishwasher Each .50 Air Conditioner or Heat Pump Water Pum Misc. Wiring TOTAL FEE CONTRACTORS LICENSE LAW A. LICENSED CONTRACTORS COMPLETE THE FOLLOWING: I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business tit Professions Code under the name styleof......................................................................................................................................................................................._.................................................__ , License No .............................. Classification,,.,,.,,,_,,,,, , and certify that the aforesaid license is in full force and effect. B. OWNER -BUILDER & OTHERS COMPLETE THE FOLLOWING: I am exempt from the Contractors License Laws of the State of California under Sec. 7031.5 because (check ones I° am the owner of the above property and I will contract to have all of the above work performed by licensed contractors. ( Sec. 7044). C]- I am the owner of the above property and do not intend to offer it for sale for one year from the date of completion of the improvements. (Sec. 7044). 0 Basis, if any, fot other statutory exemption....................................................................................................._. WORKMEN'S COMPENSATION INSURANCE I am aware of the provisions of Section 3700 of the California Labor Code which requires every employer to be insured against liabil- ity for Workmen's Compensation. .1 have placed on file with the County of Butte a certificate of compliance or proof of exemption pursuant to Section 3800. I certify that I have read this application and state that the above in- formation is correct. I agree to comply with all County ordinances and State Laws relating to building construction, and hereby authorize repre- sentatives of the County of Butte to enter upon the above mentioned property for inspection purposes. X...................................................................................... Date .............................. SIGNATURE OF PERMITTEE OR AGENT Receipt No. .........................................'op'' ....... This ELECTRICAL PERMIT is hereby issued under the appli- cable provisions of County resolutions and/or ordinances. DIRECTOR OF PUBLIC WORKS By ...... Date .................................. W. °X �zL��c, f--- /-11 6-0 c 4 RESIDENTIAL `r 73-26-1�, 283-90B,P NEWCOMB, Alph & Jessie CONTR: Cook & Son Builders a 11280 Winding Way, (SF install eng, truss roof/shower) �-op jY Y t+ k JOB FINALE Signature V OK O = Not OK = Not Applicable ' =Not Ready RESIDENTIAL (SingSe & Duplex) Date UNDERFLOOR (Plans) OK except #'s Date FRAMING (Continued) 1. Zoning-Setbacks Easements-Flood-Slope 45. Hers-Post Caps-Anchors-Connectors 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth Cing. Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Rfng. 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 47. Fireplace Ties or Type A Flue-Fireplace Throat clearance 4. Ftg., Porches & Decks; Soils-Steel-/ /Ftg. Depth 48. Attic Access; Size & Romex Protection-Draft Stop-Ins. Baffles 5. Stemwalls, Main; Steel -Blockouts-Wrapped 49. Bdrm. Windows or Exiting Doors-Sill Hgt. & Dimensions 6. Stemwalls, Garage; Steel -Blockouts-Wrapped 50. Garage Fire Protection Framing 6a. Hold Downs and Special Anchors 51. Property Line Firewall & Openings 7. Slab; Steel-Wrapped 52. Ext. Doors-One T-Check Garage-3rd Story, 2 Exits 8. Piers-Fireplace Ftg.-Steel 53. Stairs; Width-Headroom-Rise-Run-landing-Fire Protection 9. D.W.V.; Fall-Fitting-Test-2 Way C/O-Sewer Test 54. plywood on Roof Overhang-Attic Vents-Rafter Outriggers 10. Gas Pipe; Size-Anchors 55. Siding-Nailing Veneer 11. Water Pipe; Test-Anchor-Regulator-Service Test 56. Stucco Mesh-Drip Screed-Fd. Vents-Underflr. Access 12. Electric; Underground 57. Glazing Area-Glass Protection-Skylights-Plastic. 13. Pienums & Ducts; Clearance-Material-Support-Ins. 58. Shear Walls; Nailing-Bolts 14. Girders-Sills-Anchor Bolts-Joists-Vents-Cripples 59. Insulation-Walls-Ceilings 15. Insulation 60. Infiltration-Walls-Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date-3-1 _Jand B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Date Card B-1 Date Card B-1 16. Water Htr.; Vent-Access-Combustion Air-Baffle Date FINAL (Plans) OK except #'s 17. Water Pipe; Test & Anchor-Nail Protection 61. Ext. Steps-Door & Sidelight Protection-Landings 18. D.W.V.; Test -Fittings & Anchor-Nail Protection 62. Smoke Detector 19. Shower Pan; Test, First Floor-Tub Access 63. Furnace; Vents-Clearance-Comb. Air-Connector- In Garage; Above Floor-Ducts-Mech. Protection 20. Test Tub & Shower, Second Floor-Tub Access 21. Gas Pipe; Size & Anchors 64. Bedroom Exiting 65. G.F.I. & Bath Fixtures & Tub Access-Spa Date Card B-1 Date Card B-1 66. Elec. Trim & Subpanel; Breaker Sizes & Labels Date Card B-1 Date Card B-1 67. Stairs & Rails Date ELECTRICAL (Permit) OK except #'s 68. Fireplace or Stove; Clearances-Hearth 22. Fixture & Transformer Clearance-Ins. Protection 69. Elec. Outlets at Wood Panel; Int. & Ext. 23. Elec. Receptacles Spacing-Lights & Switches at Doors 70. Kit.Fixt. & Appliance; Grnd.-Air Gap-Cooking Clearance 24. Size Boxes & No. of Conductors-Stapled 71. Elec. Outlets & Receptacles at Kit. Counter 25. Romex Installed Close to Edge of Studs & C.J. 72. Garage Fire Door; Swing-Landing-Closer 26. Equip. Ground made up w/Mech. Fastners-Bond Gas & Water 73. A.C. Duct in Garage-Damper 27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI 74. Wtr. Htr.; Vents-Clearance-Comb. Air-Connector-P.R.V. In Garage; Above Floor-Mech. Protection 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 75. Plb., Elec. & Mech. Equip. Listed for Location 29. Range Circ. / / ga. Cu or AI-Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No 76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protection 77. Insulation-Foam-Looked in Attic ❑ Yes 30. Service-Riser Conductors & Ground-Main Disconnect 78. Guard Rails &Deck Construction-Post Caps 31. Equip. Clearances Panels-Motors-Mech. Equip. 79. Fdn. Vents & Crawl Hole Door-Drainage & Wood-Earth Clearance Looked under Floor ❑ Yes 32. Clothes Closet Light-Shower Light-Spa Light 33. Smoke Detector 80. Following instld.; Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No Date Card B-1 Date Card B-1 81. Stucco; Brown-Finish Date Card B-1 Date Card B-1 82. A.C. Unit; Disconnect, Electrical, Plumbing Date MECHANICAL (Permit) OK except #'s 83. Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings 34. A.C. Ducts Insulation & Support 84. Water Well; Disconnect, Electrical, Plumbing 35. Vent Fan; Exhaust above insulation 85. Exterior Elec. Trim; G.F.I. Receptacle-Underground 36. Condensate Drain & Overflow; Size & Grade 86. Ventilation Throughout House 37. Furnance-Vent; Access-Comb. Air-Return Air Vent-115 outlet 87. Glass Protection 38. Attic Access & Platform if Furnance in Attic 86. Corrections from Previous Inspections 89. Gas Test-Meters Tagged; Gas-Electric 90. Water & Sewer Connected-C/O to Grade-HD Approval Date Card B-1 Date Card B-1 91. Energy Compliance Certificate-Other Certificates Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s Date Card B-1 Date Card B-1 39. Sils, Proper Material & Anchors Date Card B-1 Date Card B-1 40. Walls Studs-Nailing, Spacing & Bracing-Plates-Sound Date Card B-1 Date Card B-1 41. Bearing Walls over Girders & Floor Nailing Comments at Final: 42. Draft Stop in Walls (rat proof) 43. Fire Stops; Furred Ceilings-Stairs-Chases-Tub 44. Headers & Beam-Size & Bearing each time you visit job site) (NOTE: An entry must be made J=OK O = Not OK Not = Not Readyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 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; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg: Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Hoofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater '8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / /" L"ft. / /"Net. or/ /" L"ft./ /"LPG 7. 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. Exits; Insp.-Sketch 10. Cert. of Occupancy 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; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg: Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Hoofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater '8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville. CzI,�fiornia 95965 - Telephone: 916/538-7541 APPLI&THA AND PERMIT PERMIT NO. ASSESSOR PAR EL NUM R ' — _ /a ZONING P_ 1 BUILDING PERMIT OWNER L -fes A4 TELEPHONE SO. FT. OCC. BUILDING VALUATION o OW yyE 'S MAILING AD RES �! S 9:5q3 f••• CON cy/f, S NASE � �C-7- 35WGG�,i� � TELEPHONE CONTRACTOR'S MAILING ADDRESS <5 L Fireplace CONSTRUCTION LEN E UNKNOWN 1 Total Valuation $ 'J Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee ,$' S Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ •q �' PLUMBING PERMIT Filing Fee 10.00 i I a Each Trap 1 1 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PfARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF% Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home I S I G JW 1 10.00e TYPE OF WORK New ❑ Addition[] Remodel ❑ Utilities ❑ Installation❑ 0th r J% Describe work:-!�1%W�JZ►L� <Mr=1 Pl� . Te (/SSS _ AIQ Permit Fee $ / .�� Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service GOOV OR LESS 100 AMP OR LESS 10.00 Main service EA. ADO'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penaltyOR of perjury (Check One): WI am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code a d my license is in full and effect. License No. rClassification - ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. ( DWELLING OCCUP.&) ACDNS. l ACC. BLDGS. '/z¢sgft NEW CONST R. "'ULT' -OUTLET NO N.RESIO BRANCH CIRCUITS 2.50 ea POWER APPARATUS &) (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES .20 050t 00030 FIXED APPLNS. OR Ex. Occup. OUTLETS (RESID.) EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3.00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to s ,e indemnif and keep harmless the County of Butte against all liabilities, gments, c s, and expenses which may in any way accrue against Asa C my i on uence of the granting of this permit. _ 9d X Date — / Signature of Applicant — Owner ❑ Contractor Agent ❑ An OSHA permit is required for excavations over 5 0" deep and demolition or construct- ion of structures over3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $ HAz cuA PARK SCHL FLD PAR — PD HD )ss This permit is nereby issued under sions of the Butte County Code and/or work indicated above for which fees DIRECTOR F PUB C 4 By PERMIT EXPIRES Date the applicable provi- resolutions to do have been paid. WORKS Date V Receipt No. c7 O�� l�� WHITE-D.P.W.. YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT .— ._ .t— .-�-• i .gyp. _ j) ..: ..�-....... �' ., a COUNTY OF BUTTE - DEPARTMENT bF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVy'I,F,�,� „S4IFORNIA 95965 - TELEPHONE: 916/538-7541 u PERMIT APPLICATION DATA SHEET Permit No. OWNER Proposed Building Use ✓' A. P. No. Building Inspector Date % 22 ALI At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted . .................................... 2. Plot plans in duplicate/triplicate, signed by preparer of plans ........ 3. Complete plans in duplicate/triplicate, signed by preparer of plans .. 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Hazardous Material Form .......................................... 6. Energy Design Compliance and supporting documentation ......... 7. Statement -of intent for Non -Heated and AC Buildings .............. 8. Engine rgd, g details and layout,in duplicate (reel Irjd rior to plan check) 9. Mobile a nstallation d t?incl'�ng Tf"i�`rv0fac�t,"s installation instructions .................... i$�iz!c !......................... 10. Fees of $ ........................ 11. Chico Urban Area fees paid ....................................... 12. Park fees paid .................................................... 13. School District fees paid .............. 14. Sanitation approval from Health Department 15. City of Chico plumbing permit ..................................... 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: ...... 18. Improvements may be required. Contact Land Development Section DPW 19. Driveway permit (construction approval required prior to occupancy) 20. Pre -Inspection for required Pre-Inspec. request to Building Inspector (Date) 21. Contractor's license information (No., Name Style, Classifications ... . 22. Certificate of Workmans Compensation Insurance .................. 23. Owner -Builder Verification (Given to owner ❑, Mail to owner o) ..... 24. Recorded copy of Agricultural Acknowledgment Statement ......... 5. Letter of signature authorization �- U 26, ...... ��..........� ..... LC'� Z� 27. d When you issue the permit, proc ss as follows: Mail to owner. Mail to contractor. Telephone and hold for pickup atoffice. Deliver w/inspector. Other /j A p p I icant�: ! Date J- St: - yf� Copy of plans sent Health Dept., Fire Dept., Other Date The following data must be submitted prior to,ber it issua 1. Index permit for above items No. 2. Additional items required: irc a pew item not checked above). I!7 Contractor, designer, owner, was advised of above required data by_phone_--nail—counter by .date Contractor, designer, owner, was advised of above required data by_phone_mallou ter by date Plans checked by Date �]L Plans approved by� Date Sets of plans on hold in . File cabinet AP folder Copy—DPW fit 41 ---- Z ;, -- - - -- M - IV 44 � Jr.- IN ".- •c I' - — y. ITg , r� r IVA, Ti Rtksa — —----. — --- — _ -_ ♦. A. i_ _ .. fit 41 ---- Z ;, -- - - -- H.Ir. y K= h ..r.�..•��.- FOP,, CHORD 2X4 FIR -LARCH 41 gOTeCHORQ 2X4 FIR -LARCH *1 WEBS 2X4 FIR --LARCH STANDARD CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH mlv fE3UIREMENTS Oc I . C . P . 0 . RESEARCH REPORT #2949. a� ALL PLATCS ARE '10 8E CENTERED. ON THE JOINT, LEFT TO RIGHT A`tO TOP TO BOTTOM,. EXCEPT WHEN LOCATED 8Y CIRCLE OR 4IMeNSfON. SEE ORA11VIG 130 FOR "PLAT£. LOCAT!ONtiG ON TYPICAL JOINTS. " �NCT A:5'43 INEti1 �1=R=`Oq BETTF�c � Z.INTTNL40US k=A �EFiAt 6l}: TDi�! Cr•OgU 5FA-11JG . �� h1AY 'l- t R f�UIN; O AlA.�i_vi.T'1-� ?�1rlf-s1niLS` BRA,-.11N`s IS ''6 f RE001AEO IF` A�RI&I© ^Es�1.PiG iS-a;Tn�_HEE� OIREGtIY" TC EOf't7`��4HORO. oRAe=,�+GZ�!ATEf=AL'� TurtiE=a;1PAZ7r0 aM0_AT=FAC2AEfL4_ff13 130TH -ENDS TO-A.-SL;1-T-AE tC S�iPPtiR_1_S_Y_'ER_E j T�!N-CONTBAL'TC�R ?AF TC xi LGC L -R: 0.29 4.27 8.00 11.73 95.71 n D BC X -LOC 'L -R: 0.25 8.00 i5.71 N SINGLE CUT WES #-TC: 1.3 BC: 2- � n 1�1 (U) nOTT014 CHORn CHECKED FOR 10 PSF LIVE LOAD. V TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONWECT£O m PliRLINS SPACED AT A MAXIiUrt OF 24" O.C. N CONNECTOR r'LATES DESIGNED FOR GPEEN LUMBER PER NOS to TABLE S. 18. 0 O 4x4 2.5X4 2.5X4 r �'-- L0 -- ----- - 3Q 3Xo i J � .Z _j of ¢ 2-40 y0 B-0-0 18--0-0 m . m � � - - ti15r0-0-E3YEs=t�2�5UPPC1f�T5� . Q r R=6G2P w- 3.50'-- `-m :p KTi TVP. -ALPINE SEGN-- 49445 FURNISH A COPY OF THIS ©ES1rN TO ERECTIO ALpTM[ EM/T7Npwff PpOmem loc. T915.�Es R'ruM* 6%TPEM6 OPE! m a v o c1 cI MPORTANT-X* amt 1*1 ee NtsPor�:eNE rot+ .r. fAFiNI�IG vi ewmu+s MCI 19' W .-/ �y 'rte i e-4 G c Q CT OrytATl0ft r=" I— SOECIJllJ1TID� On ANT rt1tIATID+ 9rE�CT[6.SEE �BAT_7a NG*llKa TICS T • (L p .p C O ITris oESILM OR ANY fOILLM To 8'JilO 1w v"m to C04PVD04M ccvmgwArK JND grANETAAlIR9-sm71 . SEE Qw O d t3 r 11TH THE `d ik ilr StAMTK10 Ogrgq' PT Tm. ALP IMf. ar erTt7Et� TNIS cESICN FOP AOir1TICIal, 9FLLIAL T9Ma- �.. T Q => AAE • bmr.icTvw* rPN ?0 6ADEE DA -17¢P sT1EE TRl[9Lt r�Ta BRAG7NlT fEOI mwwcws. "Liss DTMB"R6 C PIN C� OII!Eg1I9E 4On WE1 TML rIF,W1Rfi1WT3 pf .T3rN .LA16 FIYDE A.{ SaMM0. 10t [H�fO ill 0t UT[W[ir H11Ct6 L"5 APPE'J CmerECrM To 8(•114 7ACEs A7 sACR .AIM AMD MAN J6 -ITM aa0rl0.T ATTAM•.[I A.vM10D SIEt1Mr1M•, Ca STOrtJ. 0 FEARIMri YIRTMS .TFT; A• MOMTkrL (MESS Wrfp"T SKW' $Dry 4 CPCffI %41M RTOTI7 tE11 EV 4 EBF WaW wls T Rlh7s O RE3TG'M SI.MDUAcs CIrC'O�ir ►jTTr APPT I:Artr P0W1s10ti . O<AS SMC lF1to iM 9.stdM 0rnT TNIs lA t .MOs ANO TPI OPC1). nFallrr ViIN f-TPE PETJ;VmT 79EATW LURS. b = G7 r� [= C� __rat - TT0.BS PEATE f�9TInnE. nCE - M,nRL< 8119. 9PECIFTCJIT]$i F-0il MOOD [�19 I BUTTE OOUNiY BUILDING; DEPARTMENT �PPROV® , R�8521t W- 3.50" 1CTOR REV 15.1.2 DESIGN CAIY: lJB$ rC L. rC OL 10 :gig CA 3C OL (U)l:(3 fOT.L0. x'4574 e UA, FAC i . A;* SPACING 24`.0' 1X-Ve—I —! JAAv`Ev nE- N JOB: 125354 THIS OWG. PREPARED F IOM COMPUTER IWPLrT- LOADS 6 DI'dENSIDNS -SUBMITTED BY TRUSS NFR. TOP CHORD 2X6 FIR -LARCH '�2, EXCEPT AS 3�IbrlhE 7C X -LOQ: L -R: 0.29 3.91 ?.:5 1I .6i :5.85 2).35 23.59 n 8OT CHORD-. 2X4 FIR -LARCH #i 8C X-LOL-R: 20.29 3.31 7.33 11.51 15.89 23.17 23.59 7.21 C WEBS 2X4 FIR -LARCH STANOARU 27,.21 Jl X) .Ln :744-2X4 FIR -LARCH 01 _ b �a USE SAME DESIGN FOR ONE -PL` COMMON HIP. TnlSSES [L24"O. C. E:TEN�' �2-GCtMQ ETE _TRu_S_3ES 'REQ`�IRED ��--t � �- c �7H : -15D-,AILS .� TOP CHORD TO HIP RAFTER AND SVPPO 1- EVEP.Y FOUR FEE 1 . LATEIALL`f FASTEN TOGETHER W1 , 10' fl ` � BRACE FLAT TOP CHORD WITH 2X4 03 OR SETTER HfiiI-V3R +azo' O.C. 7�?i' CH - WITH 2 -- 160 NA ILS AND 2 X 4 D' AGDNAL. SPACE FFR E,WT -7 E; F IGUAE 6 1$1 WG'BS �----- -- ------ 4" O . C _ ST;AGGEgE� t0 SUPPORT HIP RAFTER WITH CRIPPLE EVERY TWC TRUSSES (68") 90T CH ---------' ~-_---- 16" O.t. RT In QESIGNEO ?O SUPfnRT 7-11-4 JACKS YATH NO WEBS. CONVENTIO=L FRAMING IS NO'C THE. fIESPON TR_ l 1}' OF THE �'RL15S U' • #1 HIP r T . 13=STGNER. PLATT 24ANUFAC?tfa£R, NOP TRUSS FA6> I;.ATOr'1--. ?ERS0413 � • s 1 SCE W:7t9 ER CT;rdG ?RUSSET ARE CiOUT' 'EC To' `_'Ei K AL' -VICE BY ; 0CAL C� E CONNECTOR ELATES 11U;? U -SEARCH :N RT #294. PPUFFESSIONAL FF!GINt;:EP FE GARMNI CONVENTI4rJAL FRA- r G. d a£pUIRE�aENTS OF I.C.6_Ct. a:SEAP.CH RE?ORT i�?349. ALL PLATES ARE T9 SE CEN-TEIFD ON THE J?I?1T, Lr FT TOvPIGH' AND SINGLE M 1tEEi �-2 ENDS. ;. 3, 5... �. 11 TOP 10 Bl 7TTOM, EXCE�'T ;4gEN LCICATEO BY CIRCL !7r7 L�,?4�:`•�iOT. SEE DRAWING 130 FOR "Pt,4T£LOCATIONS ON-YPiC.4L JOINTS." ALL °OT11114 CHOR' SPLICES OCC.,U9Ri►1G BETWEEN PANEL POINTS AFiC TO BE LOCATED A" APP40XIMA ELY TOP CHORD SHALL BE-ATERAL_Y BRACEDW1TK PROPS -PLY. C;DNt4&_CEO Ud OF PANEL LENGTH FRO -1 PANEL P^INf PANEL 'aDINT SPyILE. PUALINS SPACED AT A MAXI�1LM OF 24" O.C. �• SHOULD WT OCCUR 133 ANELS NEXT :0 A `136te:-243 6iV1ifi;o - z bene continvau �lat rzl=bottcc,.chord,braGna `9?a" Ki O.C_ max. ret1uirei Aitact x/2 -16d rails Fraci�id-is' of=requi�ecl`-=` C�if a rigid ceiling is zttached directly lo' bot`t<a`eboir8_ Bracing Connector plates designed for cjreer ivaber per ;7G5 Table 8.1B. ;•material toabe^svppiled�anazattacied'at tothzents_to_a_.suiiablE_ `i`t Al 1-bDy erection•contractor.-�--" l nails- specified are cowon wire nails. �\ i EX6 3,.8 4X4 X6 f -�2 w ? , e I \� i i 3. 4 X rT ETp. 6zv 12 -3CT 93 t 6.00 ° Civlx� �j '4th -i 4X6 o a- I 5y� �Xs 1.55x4 3x4 3x8 1 5XA � B a 1NG DEPARTMENT / z S18 -3X9 1 AI VED 7-S1-4 111-7-B 17-11-4 / 21 CD R=309E* 1t- 3.50' SQ- r- Ar96f 4F9 3.StT' M rn L�cv a 4 7 "r. Al e= ©.2!544 'PLT. TYP.-ALPINE c c o � I� e- C7 :� Ci CT <~! •-7 O :3 T C..:.J CM O O C= SEGW-- A9437 FUFIF415H A LLWT �t LLPINE Emp"EMM 9aumcm TNC iE*IMP)RTANT+1* "LL MolsE 1�EsPoVs!BSE Flo ANT CEvfA!IOx�b. I�iST EPFC!•ICAT70,4 oA AR'f pEVTAY70F F MM DE92x '.A uFf FAriUf1F TO fuFILO 94. T9U6S IV CW0FdW,CE wETm M wKITY SIARCUM GSTBP' ST iP7. ALP9FE CMECTAb AAE wA%WCTjQM FFMN 20 CAUSE IALVANAMO %TEFL tW S6 P.f9Ulr¢MMh d AS114 AAA6 GPAC A. 1U 80IN TJfni. AT '_aW JOUaI fM ICC.AIE AS 51FGAE+.:Be-,m ultras APE A' FORIN l:MEM o71T M 1roM. SA,ATA908 MWOFFI WIT1F A1eLnl'AF3.F PW"jSI/T6i or AMI TPI (PC71 . % PATENT :Foe. l 54% SW A!O 4 WX 539 L'I' 1".1Z UC:aavON lu GnCY.l V•. UFAF-69 aEWME EaTPErC 0" ARMING vE wwuTs. Tp carve uw BRILIA9.�E -CMT-T,S', OMCTMI VLWO Tq,IS4E9' 1D+6FMT bio FECCOWOM&I •aTPl� . SEE IMS E.4TW FCsI AlFlli lr>a,FL SPECIAL PiHLI-a�,aO T[Dn FtJC1h6 PEMMIDWHIS- w.ESS t"KAFnWBC SY M TCP C4M 9WU BE LATTTALLV 47TETEII M:TN9FCFF3lY Anusra FlT+r000 s+ESrnv s. SV. TV ("aiC 14TH n11810CE11.0mom"w.r,eOUR.FAC. AS nTC]T'Ea M MSIC+T. 00 FQT k3E "I3a,qg 'LES IH VT III FTFE 4CTAPOIWT WAI W LUBEA YV•-.r,-c •�.. CACpI�CTCRL - OESISN CRIT: UBC AEF P42;�3B2 I 1 0 Fs TC LL 30 . /J� MJF TC (L 10 . V FST IL 5._0 FFSF 701 1O40.t� CSF (�n DATE 09/12/89 0.77 t)R G CAU 1UCSC7 CA-ENGIfUT7W e/Ta LEL1c�. 0 1 1� PjTCEi 12_TRSO"rrN SE �®A�( 7' i'' J TYPEC� .-.TPF - 10M LLATE IN5t1tuf. HM - NATIct1AI CG'11M tM1F1C%TTD1 fM WWO CtMgTPLttI ON TOP CHOW Z(A F ":1R -LARCH #1 g03 CHORD 2x4 FIA -LARCH '61 _ MESS 2X4 FIR -LARCH S"IA14DARD 0- AE0Wf4EM NNTEOFSIKC-8.0. AESEAPCHDREPORT#2949CE WITH ALL PLATES !RE TO 8E CENTERFO ON THE .MINT. Lz^rT TU RIGHT AND Top TO BOTTIM. EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION- S1=E DRAWING 130 FOR 'PLATE I.00ATiONS ON TYPICAL JOINTS." MOTE:_:.2XQ�_t3 NEs' FTPMq SETTER=GC NUOUJOU$=L-AT-E SO'T[3!i a {CNORCiH%^.LtIG-@ 72 Iwt-K"Ei-C—�RE(3t1IP.il-�ATTACiI-tit; =2=1Sdy1VAILS "BRACING=ISsNO1 AE0i1TF1EG�I ---A�HIGIo�:,C& L i -11 NG T&GRED 0IAECTL Y - TO BOT TC+t CHORD- SAAC I NG ILIA RD rn-ac•�liPPI'Ft).ANO ATTACHED AT-iiOT-1 EN0�=T3 A._SiJrT/�RLE�►/ t 6. 4x4 1X3 4x4 3X4 3X4 TC )[-LCC L -ft 0.29 7.15 _3.75 2©.35 27.21 n SC X -LOC C-R; 0.29 9.35 '8.15 27.21 c SINGLE CUT VES !-TC: 1. A b {U} BOTTOM CHORD ::NECKED FOR t0 PSF LIVE LOAD. Tv TOP CHORD SH&LL 9E LATERALLY BgACEo i117H PRCf EFILY CONNECTED m PURLINS SPACED AT A MAXTMU4 OF 24' O.C. CD TO CilWHEGTCA PLATES DESIGNED FOR 6AEEN LL44SER PER NDS u Ol TABLE 8.18_ Q)I 13-9-0 t 1.3-9-0 j No C0439e5 t UP 63493 r CtVtt �a Of Cnt+A�°'N 1X3 4X4 BUILDING DEPARTMD 3X4 ' e PP.ROV . -� 1/ 3 P-13790 0- 3.50' 4CTd7 REV 15.1_2 SCALE 3 0.2500 DESIG14 CRIT: U8C AEF 8427--3489 TC 11 3U . 8 P� pA7E 0!9/12/89 7c DI. 10_0 PW it +G CAUSR4V foie CA Tac OL (U) 5.0 PSFF CA-EHG —7 : TOi _LO. X45 PSF 0/A LEM . t.15 PITCH6 0-I 32 91PACINS 24_tI' TYPE COMN== m`' R=i339ti w- 3. SO' '3� T� T. 3YA _-tiplNE $ OW— 49A95 FUFOUSH A COPY OF Tills t1ESI6et TO fiEC330i W'';AAMI NG a, �roi a.a aecnM o f�rro■ momAct� . E Br Solzrtt7�E C-, :�9�EY- o O C_7 lt1E wWlAClt�fO i� M WAX-OIL~rm Vsm. rdr l/MLflC gerTUC �ror�orrs LF ISM A M WOW t vaw ,� o,ao «ci t�tlFAlls C3 uP1 a AMRf,3E va.t .atr fis►YCt01ti �D wf4 ► tl "m J0 en LO taum MRN PFCMILT Ai�D� Rwi09 9FanfP�4 'F 70fum cam V17m com O'Ki s d VACM Q d' �.oiN. aF4tDN t�p877Rt fIE �• 111 l W EV 40POTA SHM" K Qi[n'tW Oa pE�toR. Op 1m Mff G �Mss. Rim e0wo 9f�ts cowmw �wm mv&w A* ft+OTiSl� olm C7 t l C7 C? CL-) a awo.fa[ am. w. -*p:. *� ct�i ORAE ■a6- wTswrt sFseu Toer av►re�ar►tsewSrt� -� 1/ 3 P-13790 0- 3.50' 4CTd7 REV 15.1_2 SCALE 3 0.2500 DESIG14 CRIT: U8C AEF 8427--3489 TC 11 3U . 8 P� pA7E 0!9/12/89 7c DI. 10_0 PW it +G CAUSR4V foie CA Tac OL (U) 5.0 PSFF CA-EHG —7 : TOi _LO. X45 PSF 0/A LEM . t.15 PITCH6 0-I 32 91PACINS 24_tI' TYPE COMN== JM ' -?1535t . �' THIS fIS_ PPEPARE) FROI( C(lKF�iETEIR IPPSlT _LIQACS OTP+ENSI SL3BMITTED BY TRi SS MFR. Tr'`X-C OC L -R =� -O".29 A _ 9A -9.35 13.75 S8. II. 22.56 27.21 TQP CH-3RI? 2k�'. fIR-L RCK SS n" BOT 'CtMO 2X4 FIR -L RC!! !i =j` 'G :s ►tE9S •2X4 FIR hRCH S _ ANDARCT A . -vf'x L -R: 0.29 7.15 13.75-20.35 27.2 S L'0,wEC1'OFt PL TES KJST' BE INSTALLED IN ACCORDANCE WITH �� D �`� S7EC1EJIfEh1ENiS�tlf .i.C_ .U. RESEARCH REPORT 299. � `� APMETE TRUSSES_ REOUiRE � --,c n �� ' FASFEN-T(IG T�IE"Tt_WITH- 150-NAl£S" ALL PLATES ARE TO BE VENT£REl7 Opt T`•� JOINT. LEFT TO R1%T AND TOP rN - _ D" 0. C. .4" L. c. S'TAGGEAED TOP TO BOTTOM. EXCEPT •WHER LriCAiED BY CIRCLE OR DINFNSICN_ MEeS--------------- S6' C.C. SEE'QFAWING 130 FOR 'PLATE LOCATIONS ON TYPICAL JOINTS.- BOT CH ------------------ � ) ';'ALL RCTTON CHO;M SPLICES (tCCiMING BETWEEN SINGLE TUT WE8 �!•-'-TC_ 1. ? ESC �s ul PAeW_L'POINTS ARE TO BE' LOCATED A', APPROXIMATELY 0} ;!4 ©F PAiJ£L..L£nfaTN FRDK PANEL P' -)4T (NtITSFIN 12'i AND THIS GIADEP HAS MEN DES16NED Tr, SUPPORT: O j'S*0L& NOT OCu'JA IN PANF� S Nt Xl' TU A PS►NFL PO€NT SPLICE ��Jld"OT;E SIDE-- ,3' 0' �3F SPAk FrRAMING Til IH TC 1. SPLIT � OPPOSITE SIDE--- 2' 0- OF SPAN FRMING 'D 'NE TC/SC SP�IT - T:i"-t CHOPO 'SHALL BE LATERALL} (TRAr O til iFt PiiOPERLY t'.(7P1NE►.TED GIVI `% : A TC LOAD OF . 300 PLf AND A RC LOAC Gf +3 P;,F PURL 1 IS t SPACED A F A MA r. I" OF 24' O.C. ALL NAILS SPECIFIED ARE C�13N WFR` BAILS_ CO CTOn PLAI£S OESIGPt� FOR GREEN LU93cR PER !+TOS E8:18. "' Iltote:_2a4_t3„ties-fir or betttrTcaloilLsnaps-lateral bottom -chard•braciral TABLE @,7 TABLE framing is not ')w- responsibility of 331e tLaas deslgrer, �2-ox_;saz. required_ Attach x/2-1Ed nails. S:�tnq is not required Convenplate nanufacturer, oar tsyss fabncatoc. Persons erecting trusses if-a,r3aid_aeilinq Ls>attaCbed achdirediT to h.,_abot.tara to:choBracing � _- - are cattioned to seek advice by Local professional engineer raterlal-to _ae, _-upp ted-aft=attached at_boti��zcrdsyto_a�suYzablr�sropport re rd!nq. eoarefitioaal fra+ting. tLy erectioa,contractorz-- 12 z--- - - i 6X4 5X4 4X4/ 4X.I x 3.5X4 I i f5.8cF `� /j 5.0.0 ftp 6 -ye -43 ` -ax of rx��r — 3X6 \ \ 4 j _ J BUTTE COUNTY o L + 3X� ~''' "o' , 3XA BUILDING DEPARTMEI� ` 4X16. 4Xs - a W lJ ` .1F.r 4� APPROVED Oj i , f, 2-0- T`•�i©:�' - �" :' ' '-o`= zP7•=6=? a'�ER�2'=SISPPC#iTS -- • r © a___9 1501E w- 3.50' ii -5950# ti= 3 . iD' y n CORY ne THIS i3ESI6N IO iO £RECTN r-ONTPACTON REV 15.1.2 SCALE 0.1875 Op -,i . Q ��Lt :c PET: TVP. -ALP1W r= a C= � cm a e- c o o q c-3 o t� v ' c� Ca ca o cu C=� yx� g{#ri-- %4 ow r%j".ISH - Inmarc ae�aa aamieMe *a] HPOATANIT** Max +al E V4,240590%. Mxr mer, area � MMrsc :vercfLuerws am an w.�araw ?os =Isww err "mow Mo Mann as. pass w tsc"W +LLM r<"9xuR sl"wo Aww a me ar®[ WaESfO� Mme' .Mu.rMe.etn naM ao ILMAX SAMWIrft saMA urs m e sry.� M[s Lao MlssmJMOMes eF Mcnt a ellc w. ►eRr eurecMos M VWM s.u�.. COM roan See a rA.t AS �olw. a*WWII Mae a' Mgw ly ealonasra E. gwss. gme i +• .ra+ .e aL:.0 .vrMvaras w wazara wows rrpBME est ;�7NT?� M waac+s arKlem ro oe„ar, � �..•-n . Yewrec �L000 � erraapMon oe es�neeorvnw,.v . ao vwL ae+w .w .mLi sa►+a anw. MW MUCOW oFwroouMTa- "'Lm anFa"c lop00-00� Te "Vor If e�Mala V%W M�a Mr ATTAMM VL _0 W%- Honest oao nx ts wiCe knQ s 4PUCM -2'wwCt"W Ot COMM_ mMOLUK ens CA 1 DESIGN CRLT: �� REF P�i7--�g9 7C Lt 3� . t PSF TC OL 10.( p� SC 0L 5J Pw TOT. LID. 45. e PS T#l?E ' #191 i2l89 (ipM6 CAMW7 892`9503s CA -EN6 si/ O/A LEN- 27-6-0 ULR.FAC. 1 . 15 PITUH 6.0112 O eO 77 O Q C] Moes m wM acv,. OEasw w.nM ►aeE AmMew TAEArfQ V00". �Al:1N� SEE ABOVE TYRE Ci1�`i-- .—fie - a�tMg n MIF a�sernLME eMMla - wara.aa UEytlrM wrwr"Fla.,itis low t06INXTrts 1Uw L"UHU 2X4 FIR -LARCH SS BOT CHORD, 2X4 FIR -LARCH #t WEBS 2X4 FIR -LARCH STANDARD CONT-JECTOP PLATES t1USr BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949_ ALL PLATES ARE TO BE CENTERED ON THE JOINT_ LEFT TO RIGHT AND TOP TO BOTTOM. EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE GaAWING 130 FOR `PLATE LOCATIONS ON TYPICAL JOINTS." (U) BOTTOM CHORD CHECKEC FOR 10 PSF LIVE LAAO. TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY C04NECTED PURLINS SPACED AT A 14AXIMUM OF 24' Q.C. ALL NAILS SPECIFIED ARE COMMON WIRE NAILS. conventional framing is not the responsibility of the truss designer, plate manufacturer, nor truss fabricator. Persons erecting trusses are cautioned to seek advice by local iprofessional eagineer regarding conventional framing. This-1girder has been designed to support ladder f raM-g starting Erom one end at 0-4-0 and increasing tP 8-6-0 length. T.C./B.C. split at opposite end. 5X4 Opposite face supports 24" T.C./B.C. - split loading. i D 4X4 �I Z-6 -o _ 14-4-13 114-4-13 +rvlr.n Lfwlul iLUAt;b b U1MhKb1UNbI SUBMITTED BY 7 MFA TC X -LOC L -R; 0.29 5.16 9.79 14.40 19.01 23.62 20.51 BC X -LOC L -R: 0.29 7.48 14.40 21.32 28.51 2 COMPETE TRUSSES REQUIRED FASTEN TOGETHER WITH : 160 NAILS TOP CH ----------------- 7- O.C. WEBS ------------------ 4` Q.C. STAGGERED BOT CH ---------------- 16- O.C. SINGLE CUT WEB 0 -TC: 1. 7 BC: 4 ALL BOTTOM CHORD SPLICES OCCURRING BETWEEN PANEL POINTS ARE TO 6E LOCATED AT APPROXIMATELY 1/4 OF PANEL LENGTH FROM PANEL POINT (WITHIN 12") AND SHOULD NOT OCCUR 1N PANELS NEXT TO A PANEL POINT SPLICE. CONNECTOq PLATES OESICKED rill? GREEN LUMBER PER NDS TABLE 8.18. 12 1 .5X4 5.75 BUTTE COUNTY' BUILDING DEPARTMENT APPROVED r& 0043345 Fm !..?(►R7 f1 C W D N v CD m Qt 0 0 26-9-10 OVER 2 SU-PPORTS— - j S `\41lam. �Vit R=24530 S1- 3.5<0' R-4534# M� 3.50' f 4i PLT. Tlfv_-ALaINE SEO4-- 53723 ISN A o0w OF TTS DESIGN TO ERECTION ZQdTFinCT(iR REV 15.2.5 SCALE o e o e3 a c= C_ `0`E ei of s w `�"M a` � R:.iO>E 4=M "`F **I t)ATANTaE* , �� ae90,asaae wn .n ANtJiN6 w woe ea�ermi a.o OEVEATIM &qM � SL="CA3iaW a AM it1UTUM FAM 810,M6 s¢ -s1r-7i-_ �CL[i 0= i.tG =116" Oi Ar F.LLtlE TO 9Rt0 T E MUM IN m.dfll� an f®Nq[MWr = 0.075 DESIGN CRIT: UBC AEF P427--51431 TC LL 30.(}PSF BATE i2�02�89 ,&_,,M 1r R �,- � �. �� TM mwi fo„ „mom ,� cam,. .ire AMWACn.® vim " WMao....n»M Tc DL 14.a PSF o�c caysn4z� sesta. A��C= XjM .sir NMCalEO TNT,,, _MM,=fi1E+A 'm m�Ewn>aF 90E �Ff7Dr. tf31DDQr6 6 C� aa� erg a. �oea rm Deo a�at ee u�e+utr sutFs CA 8C �iJ) 5.0 P$F Ch-ENB COMMM� �...�... E.� Cion .w .,�� .i[M RFit..rr.e® it Alam,.�.� 910M. '"FaWN1VME 4- "OnALL 00M oUQiMGE SOMI. R/i� WYI� n QI imcmWaUiOSI"Mm6LSSPIErran TOT.LD_ 45 le t EN. 26-9—f0 a o o am CEQm M wr Liz MISQ„R.FAC. wm. aes[a+ W. 94 Rae tEiFioiwr mEai[oasveu. --i.s - Tztm Lxw msrinnE .& - wT.lYl mis, scutal lu. FM VOW mrswarrjM i ITCH 5 . 7! 12 �45P SPACING SEE YPE CONN-- 4, t - THTS r]WG P.RFPAPF-D F TOP CHORD 2X6 FIR -LARCH 02. EXCEPT AS SHOWN SOT CHOP.D_ 2X6 FIR -LARCH 12 NEBS 2X4 FIR -LARCH STANDARD :Ti -2X4 FIR -LARCH d1 USE SAME DESIGN FOR ONE -PLY COMMON HIP TRUSSES @24'O.C. EXTEND TOP CHORD TO HIP RAFTER AND SUPPORT EVERY FOUR FEET. LATERALLY BRACE FLAT TOP CHORD WITH 2X4 03 OR BETTER HEM -FIR @24' O.C. KITH 2-160 NAILS AND 2X4 DIAGONAL BRACE PER BMT -76 FIGURE 6(B) SUPPORT HIP RAFTER WITH CRIPPLE EVERY TWO TRUSSES (66'1. CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS 'DESIGNER. PLATE MANUFACTURER NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TC SEEK ADVICE BY LOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. CONNECTOR PLATES MUST BE INSTALLEO IN ACCORDANCE WITH REGUIREHENTS OF I.C.B.O. RESEARCH REPORT #2949. ALL PATES ARE TO SE CENTERED ON THE JOINT. LEFT TO RIGHT AND TOP TO BOTTOM. EXCEPT WHEN LorATED BY CIRCLE OR DIMENSION. SEE ORAWING 130 FOR 'PLATE LOCATIONS ON TYPICAL JOINTS.' Top chord -ball be laterally brac--d with properly connected purlins spaced at a ma --dm- of 240 O.C_ ';,!I nails specified are coaoan wire naiis- LL •z � : Lj �i �m n.i T, PLT r 3XJ s.oa 3X5 -0 6X6 3X6 2.5X4 TC X -LOC L -R: 0.29 4.08 7.15 11.62 15.96 20.43 23.50 27.29 BC X -LOC L --R: 0.29 4.08 7.33 11.62 15.96 20.25 23.50 27.29 2 -COMPLETE TRUSSES REGUIRED`: FASTEN TOGETHER WITH 16D NAILS TOP CH ------------------ 10' O.C. WEBS -------------- 4" O.C. STAGGERED BOT CH ------------------ 16" O.C. NOTE: (1) 1/2" DIA. THRU SOLT MAY BE SUBSTITUTEO FOR (2) -16C NAILS IN BOTTOM CHORD ONLY. 01 HIP DESIGNED TO SUPPORT 7-11-04 JACKS WITH NO WEBS. SINGLE CUT WEE 0-2 ENCS: 1. 3.5.7.9. 11 ALL BOTTOM CHORD SPLICES DCCURRING BETWEEN PANEL POINTS ARE TO BE LOCATED AT APPROXIMATELY 1/4 OF PANEL LENGTH FROM PANEL POINT (WITHIN 12') AND SHOULD NOT OCCUR IN PANELS NEXT TO A PANEL POINT SPLICE. NOTE' PLATES ARE DESIGNED WITH A DURATION FACTOR OF 0.92. BUTTE COUNTY 3X5 Ke 2.5X4 BUILDING DEPARTMENT APPROVED 1.5X3 3X8 C, 1.5X3 2.5X4 P-3107# 1- 3.50' TM1 At rlrL! r-CILI LA�1A 7-11-4_ 1-8-8 -7-0 OVER 2 SUPPORTS / 3X8 3X8 1.5X3 3X5 7-11-4 rra %_ i T.r�-ry r �a u- ri •eT[Sr w% Cmcvrirnw CfWTUAZ 1[riM ,7,�- -(.,p P-2939# W- 3.50' RFV s5-2-5 R D C N D b, 1v V 10 CDw v N 0 0 v SCALE = 0.2500 - _-- 0 0 o e o ei o o 0 > __-- --- -- "M �® .�R .� *INPOFTTANT** wimu am w ivo mA no oEVTArcar ..� , ��„ o.... t,rurTar -- �� � err ARNI NG a wudnt .memo. am wacawc.sW -..r-„ .,� .®.. DESIGN GAIT: UBC EF 8427--45$ TC u 30. D PbFATE 11 r 08189 CJ&O �4Z7 80312007 [13 �IIE r�iQ n r� o o e c� o o o o Q o �pT �� Fwts IMM an Aw rAniM o Wrrn TIE TWA S is WMN rt* 'MOLM aAMO&M VMW OT W1. AME AM WANWACTwfn TMM M COW rrarea M SUML UM ona.os£ �a.l e�rye WEWjV* M a esu ANB QmW :. r m.awws o mm s� ar F.oM .emn w �g swnL aFA%M ettd�e aw t• =m& ale$ aiwmw wm. arses s.uo.os baso. .nra wgcaaa r.orrssa'0 ta,ar. Y ae TTS W=W "M �r00ML WMIAL ram- or we�cnw - ,.M � 20CM rW oao SUL m LAVOM tr .� Orr" wsaa.r Awcm OL"mm %"1w r.TOT.�D. m7g= o0O WM 064M CMUS a � u ss1n CM er ascA mow WE r.rs CA1 TC OL 10.0 P5FASMG � � 5 .0 P5FA-Er1G 4rJ. 0 P5FSA L�1M. 27-'7-0 OUA.FAC. 1 . 15 6.0/12 C=3 a o o a o mm a -an VIM. crzmt r[R! FAX 00380m ""Tw UAt SETBACK 7' 11� rITCH YPE CIPS-- _ �¢ o _...fine� ��, tw:r�noe fa, low mmourvem -1/r/er • JOB: 25350 74Ts DWG'. PR PA D FROf TDp CHORD a(4 F 59 -LARCH #1 Bol CHORD 0(4 FIA --LARCH 41 HESS 2X.4 FIR -LARCH STANDARD COW4EC TOR SSINSTALLED Im ACCORDANCEtiii a' pE©UIRE>TOFI-C-8-L)- 11EACHREPORT #23- ALL KATES AqE TO 3E CENTERFI) ON THE JOINT. LE=T TO RISHT AND TOP TO OOTTCM. EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION - $EE DRAWING 130 FOR 'PLATE LOCATIONS ON TYPICAL *INTS." . NOTE-. 2X413 FIEF FfR=� SETTER'Gi`N_T::[-NUtJfJS'tkTE#?AL SO?•T�a CNOR� RfiACIi1G iD'72 F4/1X 0->C _T KtEflC3_t1IRC _ ATTACH WITK-1 I — iLi G _ 6dAILS @AREOUTRou -1 -- t9T�OFD-3IAi�KAri-��1YTE;Il jrZAi TCHED iLAEC= Oi'–ENOa–TOA SiITAlLE �Tt3 BEL t � a /X3 6.od tr 4X4 ml — J� -Jl ✓ W CD Z� JJ �T 4X4 3X4 3X4 TC X -LDC L -4;t. 0.29 7.15 :3.75 20.35 27.21 11, B1C X-oc '--R: 0.25 9.35 :8.15 27.?.1 ID SINGLE CUT WEB f -TC: 1. 4 J6 s At {11} BOTTOM CXOP0 �HECKEO FOR tO PSF LIVE LOAD. � TOP CHORD SH16LL BE LATERALLY BRACED 1AiTH PRCPE31LY CONNECTIED cD PURLINS SPACED AT A PAXIMU R OF 24' 0-r. N CtI?It1ECTG'T! PLATES DESIGNED FOR GREEN LUMBER PER NDS � 0ti TABLE 8.16. 0 m 13-9-4 11.3-9-0 3X4 !X3 m "– 3.50• — mC,, i T. TVP --ALPINE SEM-- 49A95 FL%VGSH A CT3PY OF 7NT5 tfSIqftsw�s4mmw TO ava% " -, onWAFINING in o cm � a � o n � 11►# MRT ANT * * owk am E �' a o o r= mwoosmidw w� wToucawc as Are aFn"ssd dwuras� 'srr->M'. sticae; .�+oa was�v E W d c7 O woa aEslo, m w? CAAWC Te mna ?w wo3w to qmwm%012 asal�lrlR► An fl tilt L—, sN[ -Mkl Tr S14n*A at V== 9T s►1 ' IdM E CEM ABS QM401, no 4m110aML SWrJA. sesau• C= c� o o jk K wWr.c,,,o svr ae c+uc orlssrss VNF . AAW 40402M - cbma IML ME '.ata, emea a= mwFw -A 9oRa a"— 7[91fOfat/►i5 tF aiF7Y Gari pui'C a 9aal fc► Q C=7 faly raw ammils aD aNL ►�'S as f}at Asn me Umt'E VRF Af�E1t.7 4iaD® Rtq� 57r4�R G 1.•a m.. FARna � ME 4• WWJM WCM OPOI~w 4aY�. aVfTO1r Qp0 qf„ A7QA6 dTl1.LY8 d ancaa� I= �. A..� �a�. � �E �� ot awftRtfa �. - m �. r: rwr ,� .� .w� acss . voco, aster w,1E owwrm r 7Eahfs �7 C3 C'7 C? .•_Tos . *R� cur ars�ivaE ar8 - wtaw.t 9PSIBw Tmr f1w ""to asiaw�.rtar CA BUTTE COUNTY BUILDING DEPARTME 4X4 R-13790 M- 3.50' - PEV 15.1-2 SCALE a DESJ(ps CRIT: UsC AEF R427 - Tc 27- 1it 30.0 � pasE (39/ ' TC t3L 10 . C PSF 1 1G C1` M4Z HC OL 411) 5.0 PSF' Cb -ENG TO -1 _LO. 45.0 P5F 0/11 ;_EM. 2 v�.FAc. 2.15 PITCH f SPACING 24.0' TWE COM! .T.(P CH -WO 2X4 FIR --L RCA 5b BOT CfWID 2X4 FIR -L RCH -91 WEBS 2X4 F:10--LRC'H STANDARD L'C1wECt'OR PLATES WJST' 9E INSTALLED IN ACCORDANCE WITH REWIFEMENTS OF I.C.I�0_ RESEARCH REPORT #2949. ALL PLATES ARE TO BE CENTERED ON THE JOINT. LEFT TO RMT AND TOP TO BOTTCK EXCEPT WHER LOCATED SY CIRCLE OR DIHENSICN- SEE RFAIIING 130 FOR 'PLATE LOCATIONS ON TYPICAL JOINTS.' ALL RCTtOb CHORD SPLICE'S OCCL$:PING BETWEEN PAINF'L POINTS ARE IO HE' LOCATED XT APPA0.XIk4ATELY 1 /4 OF PANEL L.Et'i a TH MGM PANEL fs JNT 1atI YNIN 12'1 AND SHOl1 E NOT OC4UA IN PANELS NEXT TO A PAWL POINT SPLICE TJ'-� CHORD SHALL BE LATEpALLv, (}.RACED tiI TH PROPERLY CONNMEO PUALIHS SPACED 1T A MAYIW)" OF 24' C.C. CO,V4EC TOR PLATES OESIGPED FOR G PE94 LU143ER PER NOS IABLE S.18. conven.ional framing is not he fx�sibillty of tate truss deslgter, plate nanufaCturer, nor truss fabrLeatoc. Persons esectlog trusses are camtioned to seek advice by iocal proiesslaml, eogtoeer regardivq conventieoal framing. '(K) 2XA E2 T.L. Wedge. 6X4 4x6 4XG 1. 5X4 4X4 3X4 7X0 4X6 TC X -LOC L -R: 0.29 4.94 9-35 13.75 58.1°, 22.56 27.21 RC X -LOC L -R: 0.29 7.15 13.75 20.35 27.2; "2 1COMPLETE TRUSSES REGUIRn P—==1-- �c F�AVEN T(3GE1HER WITH : 1F0 NAILS TOP CH ------------------ 8' 0. C. 1FE9S ------------------ 4- L. C - S'TAGGFAE(i SOT CH ------------------ 16' G.C. SINGLE CUT WEB- #-•TC_ 1. 7 HC A THIS GIRDEP HAS ME14 DESIGNED 10 SUPPOAT- ; IRON OT;E SIDE-- ;3' 0' FY SP:3N FRAMING TO THE TC/3C SPLIT t;'rPC7SITE SIDE--• 2- 0- OF SPAN FRAwIt4r, :O THE TC/8C SPLIT GIVIIiG A 'rr LOAD OF 300 pl.f AHO A RC LOAD OF +3 PLF ALL NAILS SPEC IF IED aIFfE Coro" Wl%. - NAILS. Note: 2X4 #3 hes-fir or better eoutismans lateral bottom chord bracing @72' L`.C. sw. required_ Attacb x/2-I6d nails. 8a-ctnq =1.s not required If a rlold cellinq B attacbed dlrealy to bottom chord. Sraclaq rateria`I : to be, supplied ajvd att ac bed at bots, %aids to i suitable support by erection contractor. s _ 40 . JCA----ff 4X4 1. 5Y.4 3X4 4X5 C '.t M. 2-0- 13-9-0 113-9-0 2-0-6 E �-�-—27'-6-0 WER 2 SUPP(OTS -- R�ii501F M= 3.511' A-5�5t11< Ti- 3.50 wi Tl�wt eine f11fTf1��`7f7tl f,., CA4594S ftp g -,w43 * or rx BUTTE COUNTY BUILDING DEPARTMENT - APPROVED'' ��y am is; t a 1�1 Sr`! F - 0 _ i875 rL-r s iY.-ALYLlC j. ray rs o ez c� a r� c c3 o *� q r� p I?"=BII fl U Q CM a Q f -J G fl ��� o cr 1 �� xt�..-- gavav r.,- -. - -- ILFM . *MAWM nQ #Fill xPORTA1 Tif* 9M1L 4w E 1* v.e w. . .lro„ F3w. Lest rvex�ceaur.s up an WZ«~ . m rev S&AW" A amn rlfa rI�p76 >M tii(MM'2 VM rj 9MU(w V#P* w SIM 8r V1 KAW W3*19"W .A ...r.sr"40 I.ew x' 19mm aftw"Irm SmA u,ass rnpv%ef aIa"` rrtrao lRoa- INM eF evu AMU Q"K •. ►r�r 00,ww M m vwm s0a'- •r W" Jag" we 4�rATF As �Ogr.:EEm6 www, ,IE a- a wank Mln q"%v2 x son. arra awmm ,era Am%,csaet &* Tensa+ R . - - ----- -- InlawS ow.4" f F"""* "" RNI?iU M wsar� mrs,mM na -M.,1jwn.19M -up-ya . 2"dma "Now Vr0MWAW> 0e �eo�m�s-�vrl . va "M CIE"M ►Al J001"rK >f¢TY Prrwll• arm +"C"M:.lmt,""I .. 1,.M sna..sc gBet r� Ova calm uteu,tr enQD Ina Fra�FLV AITA&M w.rreee vra�tm4 wffm1 oma VIM ig m CF= S AIK?6 as �cvrw m memo.- ao ra. wK Ins -- - - CA 1 �/� VES TI 'SN CAI;: LUC nr-� 7 Q REF A421 ! --3489 TC LL 30. C' PSF ` j TC TIL 7 � • `' �� 0C T)L 5.0 PSE. TOT. LQ. 45 - 0 P5F IRATE 09112/89 � 7 A�$0}3 CA -ENG atm O/A LEN. 27--5-0 M ,FAC:. i . 15 PI TUN 6. 011 _= — Q O C1 O Q cm msc m ase OM. UeTw -nn$ ►sE a "Mme TWATIM Iola. SQACT'11i6 SEE �tSOtIE FYPE Ci�r�N-- �,-.ill -8119 04 ATF M7YtilnE I-II-wfi4/l re%VM4FCWW.*rrO-s-FIMM COWNA'?" f x �{ 1OV>-_CHORD1 2x WT c1-�OPE 2x8 •_WE8S 2X4 glru °zraYa� Yi3 at icon —r-nom� FI --LARCH #1 F=IR --i A'ACH STANDATD, EXCEPT AS 91OHN :.W1 --2X4 FIW-LARCH PA COMWCTOR- PLATES K3ST BE INSTALLED IN ACCORDANCE W11H HEOUIREMENTS OF I.C.8.0. RE5EAFAUA REPORT 02949. ALL. PLATS Ant- TC BE CENTERED ON THE JOINT. LEFT TO RIGHT AND TOP to BDTTON. ExCEF'T 164EN LOCATEp BY CIRCLE UR DIMENSION. SEE ;RRAHING t30 FOR `PLATE LOCATIONS ON TYPICAL JOINTS.* ZI}F' CHORO SHALL BE LAI ERALLY HRACE0 WIT14 PROPERLY CONIC€ -V[E0 PURLINS SPACED AT A MAXIMLM OF 24" OX. AL,C NAILS SPECTFIED ARL' Comj4 t4 1iir1E mACL_S. CONNEC:TOn PLATES OESIGHEO FOR iiiEEK LOMPER PEA NOS TAOLE 6.113. Note: 2X6 43 bea-fir or better aonti"maws lateral bottom chord bracing @72' V.C. nax. rmqui.red. Attach a/2 -16d nails. Hrackaq is not required if a riggid ceiling is attached directly to battolx cbord. Bractnq aaterlak to be supplied and attacbod ;& both eods to a suitable s pport by erection contractor. •(C) Provide speclai covmectiou for 37789 that vill distrtbate this concentrated 19axl evenly over each mmber of girder. Coawection to be designed by a registered professional engineer and Eurnisbed -by oekers. ( i_)lam► : 2115/90 M.S. 6X6 t - 3X8 WV 11 catalog (;49U-1 for nailing 3X� �� rt Specifications. t 6.p0� t fl 3X8 Me 3X6 {C) 277SU 10) (A) 3.50' X -LOC L-A: 0.29 4.58 8.00 11.42 15.71 ©C X -LOC L --(:r 0.29 4.58 B.DO 11.49 15.71 FAME 10 14 11IT4 160 Ai b TOP W S6` O.C. WEBS,4" D.C. 'SIAGGEIRED F30V 01 ------------------ 4" O.C. STAGGERED NDFF: (11 1/2' 91A. THF1U BOLT 14AY BE "STITUTEO FUN (21 -WD MAILS IN BUTTON CI60M ONLY. SINGLE CUT WEN p --BC: 3 : c ENOS: 1. 5 THIO HIS' GIRDER OESIGNED' 10 CARRY 27- 6- HIPSET WITH -V1 HIP At 8' d' SETBACK FRAMING TO 80110M CHORD FR(N4 SIDE, ANO 2' O- %PAN -FRON UPPOSITE 5113E FRAMING TO TC/0C SPLLT. 3X8 33xb G OC 3X8 ff 3xs. 3.50' BUTTE COUNTY BUILDING DEPARTMENT' ALT. TVP. -ALPINE SEON-- 49494 Fl"USH A COPY OF TRIS OE'S16H TO ERECTIUM COMFIAL-10n Fair 115. 1.2 SCALE - 0 .M20 a«NPws: OOICT& a. Q .� cC-2 C -D 9=1 C=36tlIQNPOMANT4I4f suetUANING eInkm 1oae ertrs 1w �. 1reCept nap 'MSIGN CRET.' UBC M- R4a27--.-089 TC LL 30.0 PSIS' p u 09/12/82 � : o 4*-nq&INoft wgr OEMWkil"s ca &V. lesunw. mm eaacs*ra s+s ~rra go= saissm t3 a -_l e:7 C -r_ r+ur tom to war rwxOW iewntn VW 11U= a [ i s¢rM ae �Caltlir sT�uaw el7p- $r 1r 1, .tPtce. CbrWM+rir wa r�owqo�n'or6-swV.. as tris OEStrpa itri tWatlaait tw6sar. rowt- TC CL 10.0 PSF DRW6 VVLWM27 9925MIT ra rf >� ca Am i~#Xres-O +sad 10 rnmr oLL.sV.mm sal •a 0. trc)rr w4hem sra.rsEWN M. trema arr4mom ma.a 0WM eE CA CA -En 8C [Il.. 5. B RsF• otrwarsE Q43ft "WCN 10"C wa of AM "a date - -PIE 1FP "W&L 1•eeaastir AMLY wear: ry earn raxv Al fid'W aar sm axarE Veal ria Ac» naso ft, saa•Anwr. TOFF .L�. rJ . B F>5F Qiil iEW. S11=., ermom arls"M .1c a" r.MMAL COMA Old �.J1. [=3 9% IMM missOMW SW Fdr. oasowa "to erouca*A MAVMM om CIA OKM w iii f*M okoli C �. C.'tr914j *S SWCVFIW Ot eY_S M. oo of= arm ih1S �...1 PITCH f.ti 12 .O6 , c� e� r_-� r ► r"� u ,mss +eu V7PJ 4rCt1- _ _ ctsrw trtnr r oar ess+�vat as�mn . tzu�.r-AC. , SPACIfa EC ABOW ZYi�L_ CON ■•-rre.:asscutEt+sarrutF a�-wrmiw aa+rsacartr�riaattavmaomasxw[at OC-1400AI 0FIyo), u FEB pk &(Jr7i Ic 20 1990