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HomeMy WebLinkAbout079-090-02677 - ft 074.010~ 04 "V"MT6 00-2257 B pLy ll ?7 R ,O CONTR P TER C NEW SINGLE FAMILY� 00-2258 BROWN, WRLY 4,-5- HUNTER DR., OROVILLE CONTR: PRATER CONSTRUCTION GARAGE 42 . MOW 01-1065 BROWN, DEAN 95 HUNTER DR. OROVILLE CONT: 13ROOKS 1001, NEW 1300L MAs'rER 511-97 6M*6", m 01-1200 BROWN, HARLEY 95 HUNTER DR., OROVILLE CONTR: RON PRATER RETAINING WALL et) � S - -z NOTES r r C� aq RESIDENTIAL +,fir. 036-76-0-026 00-2258 PERMIT NO. _ -BROWN," ' * ~ -- HUNTER DR., OROVULE CONTR: PRATER CONSTRUCTION GARAGE SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) Signature V= 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 MISCELLANEOUS Date DECKS, ER ARPORTS GARAGES (Plans) OK except #'s Zo ' Requirements -Setbacks -Easements Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs.-Con nectors -Frg-Bracing 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ PLPG 7. Well Clearance & Disconnect 8. Utility Clearance z� 0 9. Siding; Nailing-Venee-Stucco-Mes 10. Roof; Shthg-Roofing Date 11. Card B-1 Date Card B-1 Date 12. Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Card B-1 Date C Card B-1 2. Footings; Size -Spacing -Marriage Line Card B-1 Date Card B-1 3. Gas; MH Test -Demand -Valve -Connector FINAL (Plans) OK except #'s 4. Electricity; MH Test -Crossovers -Breakers -Clearances Setbacks -Easements 5. Drain; MH Test -Fall -Flex Connector Soils; Compaction -Structure Stability 6. Water; MH Test -Regulator -Connector Pool Structure; Steel -Connections -Thickness Dead Men -Lining 7. Water and Sewer Connected -C/O to Grade -HD Approval Elec.; Receptacles and Lighting, Distance-GFI 8. Gas and Electricity Tagged Elec.; Pool Lighting; 15 Volts-GFI 9. Tie Downs -Type -Installation Cert. Elec.; Enclosures; Conduit Entries -Terminals -Listed 10. Exits; Insp.-Sketch Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 11. Cert. of Occupancy Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosure s-Panelboards-Ins. to Main in Conduit 12. Permanent Foundation Only; License Decal Health Department Approval 10. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, ER ARPORTS GARAGES (Plans) OK except #'s Zo ' Requirements -Setbacks -Easements Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs.-Con nectors -Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Car orts; Windows -Doors lectric rmg.; Sills-Anchors-Studs-Rftrs-Trusses z� 0 9. Siding; Nailing-Venee-Stucco-Mes 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date C Card B-1 Date 7 2 q� 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- Enclosure s-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 = OK 0 = Not OK = Not Applicable = Not Ready RESIDENTIAL (; Date Underfloor (Plans) OK except #'s Hangers -Post Caps -Anchors -Connectors 1. Zoning -Setbacks -Easements -Flood -Slope Cling. Joist-Rftr. Ties-Purlin-Rolf Brac.-Truss-Shting.-Ring. 2. Fig., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth Fireplace Ties or Type A Flue -Fireplace Throat Clearance 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ r Fig. Depth Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 4. Ftg., Porches & Decks; Soils -Steel-/ r Ftg. Depth Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 5. Stemwalls, Main; Steel-Blockouts-Wrapped Garage Fire Protection Framing 6. Stemwalls, Garage; Steel-Blockouts-Wrapped Property Line Firewall & Openings 6a. Hold Downs and Special Anchors Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 7. Slab, Steel -Wrapped Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 8. Piers -Fireplace Ftg.-Steel Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test Siding -Nailing Veneer 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 11. Water Pipe; Test -Anchors -Regulator -Service Test Glazing Area -Glass Protection -Skylights -Plastic 12. Electric Underground Shear Walls; Nailing -Bolts 13. Plenums & Ducts; Clearance -Material -Support -Ins. Brace Interior/Exterior Wall Panels 14. Girders -Sills -Anchor Botts-Joists-Vents-Crippies Insulation -Walls -Ceilings 15. Access & Ventilation Infiltration -Walls -Windows 16. Insulation Date Date Date Card B-1, Date Card B-1 Date Date Card B-1 f Date Card B-1 Date PLU BING (Permit) OK except #'s Ext. Steps -Door & Sidelight Protection -Landings 17. Water tr.; Vent -Access -Combustion Air Baffle Smoke Detector 18. Water ipe; Test & Anchor -Nail Protection Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection Bedroom Exiting 20. Shower Pan; Test, First Floor -Tub Access G.F.I. & Bath Fixtures & Tub Access -Spa 21. Test Tub & Shower, Second Floor -Tub Access Elec. Trim & Subpanel, Breaker Sizes & Labels 22. Gas Pipe; Sixe & Anchors Stairs & Rails Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 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. Subteed 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 Al Insulated Neutral Q 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 jingle & Duplex) Date 84. FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-Rolf 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 Date 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access Date 58. Glazing Area -Glass Protection -Skylights -Plastic Date 59. Shear Walls; Nailing -Bolts Comments at Final: 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 -Mach. 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.)-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 ❑ Yes 82. Following Insttd./Drive ] Yes ] NoMalks ] Yes ] No/Planters :1 Yes '] No 83, Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION i. .i,'7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541PERMIT NO. 1 (Rev. 12/96) APPLICATION AND PERMIT 14c..1 k �) ASSESSOR PARCEL NUMBER ',;` '06 036-7fr0-026 ZONING AR BU I LD I NG P ER M IT OWNER ARLY BROWN TELEPHONE SO. FT. OCC. BUILDING VALUATION U 6*8".00 OWNERS MAILING ADDRESS CONTRACTOR'S NAME P]RATER CONSTRUCION TELEPHONE 534-9230 CONTRACTORS MAILING ADDRESS P.O.BOX 336 PALERMO 95468 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 16 848.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 180.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan CheckingFee $ 117.00 ��7pp SUILOINGADDRESS HUNT DR.* OROVILLE 95966 Energy Plan Checking Fee $ PERMIT FEE $ 317.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 1 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW GARAGE 24 X 39 Gas piping stem t - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W1 20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 RLESS Main Service .0. 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 isin-Jull force and effect. ({J� /%J� UJ` License Class Lic. NO. ( (,-,�/ (J 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 , 46.00 NEW CONST. ( DWELLING OCCUP. WEE200A NG U OR & ACC. S. 3.SQF�. �f^-7t 7& CONST. NDN REsID. @7.50 POWER APPARATUS a SINGLE R FIXTURES Ex. Occup. OUTLET OR FocruREs BAL @ .50 Ex. Occup. ofluis RE8ID.OERA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 2. � 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' comp}ent�11'o?..insurant:e carrier and policy number are: Carrier ff /J`/� Policy Number T—z" -w- (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars 1($1.00) or less.) ❑ 1 certify that in the' m ce of the work for which this permit is issued, I shall not employ any pe any manner so as to become subject to workers' compensation law ifornia, and agree that if I should become subject to the compel}. 40provisions of section 3700 of the Labor Code, I shall forthwith conn d o's provisions. X Date Mr/,2"A_ Signature ,-f Applicant - ❑ Owner 0 Contractor ❑ Agentl' An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ U cgr�sT. TYPE 1111 TOTAL FEE $ 396.75 HAZ. D. FEES IMP 1% 'FLOOD A CDF A PARCEL PD t HD. +. ` ISSUE UE TS. 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 rf7! �'% 'I'r� Date r PERMIT EXPIRES ON Date Receipt No. JQ41GJ / "lateLAJ . ��419 fy n M, -A'7 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT NOTES iIr RESIDENTIAL .636-760-026 01-1065 BROWN, .DEAN 95 HUNTER DR. OROVILL.E r CONT: BROOKS POOL NEW POOL MASTER 51.197 SPECIAL CONDITIONS CHECKED BY. SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) Signature ✓ = OK 0 = Not OK - = Not Applicable = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Footings; Soils -Size -Depth -Spacing -Connectors -Steel 1. Zoning Requirements -Setbacks -Easements 4. 2. Soils; Special MH Support Sketch Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 3. Sewer; Location -Test -Fall -C/O -Concrete 7. 4. Water; Location -Test -Easement Needed (Sketch) Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 10. 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ PLPG Ext.; Steps -Doors -Landings 7. Well Clearance 8 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 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 backs -Easements So' , Compaction -Structure Stability r �o 4. ool Structure; Steel -Connections -Thickness Dead Men -Lining 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 ell r&r I fight Niche Date Card B-1 Date Card B-1 I Date Card B-1 Date Card B-1 J = OK 0 = Not OK = Not Applicable = Not Ready 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.-/ f' Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ f' 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- 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 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) 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 0 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 RESIDENTIAL (Single & Duplex) Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 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 Date 80. 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. Battles 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 Date 62. Infiltration -Walls -Windows 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 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 NoMalks D 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: w , 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) AL APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER ZONING/ BUILDING PER OWNER n _A z a- TELEPHONE 532-1882 SO. FT. OCC. BUILDING VALUATION come 22,".00 . OWNERS MAILING ADDRESS -� v 95 HUS DR. ORONMIEs CA 95%6 CONTRACTORS �N+AM'E�/y�� �+ BROOKS POOLS TELEPHONE //�� BR6-38 0 CONTRACTORS MAILING ADDRESS 13663 B HWY 99 CHICO, CA 95973 CONSTRUCTION LENDER x LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $225.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ q BUILDING ADDRESS 95 Energy Plan Checking Fee $ $ PERMIT FEE $ 268.00 LAT NO. SUBDIVISIONS MIME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ®i Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 1.5.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: PWL MASTER 511-97 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W Q20.00 PERMIT FEE t 3007— ELECTRICAL PERMIT Filing Fee 20.00 vo Main Service 2ooA OR LESS 23.00 • LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.PowER License Class S' 3 Lic. No. "2 -/ .� `/O G' 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 I000A 46.00 NEW CONST. DWELLING OCCUR sG OR ADDNS. ( & ACC. MOS. 3.5QFT. =REOSIDT. MULTI.OUTLET 97.50 APPARATUS 8 SINGLE OUTLET CIS. 20 @ 100 EX. OCCU . OUTLET OR FOCTUgEs SAL O .50 S. Ex. Occup..OUTIEPTS R ID °REA. 5.00 Temporary Service 23.00 I Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE 9 •00. WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 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 (Th`e, above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) Z❑e*'Tcertify 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 9 1 should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthw' ' comply with those pr7_7 X ��.. t - / Date (%0/ _ Signature of Applicant - ❑ Owner [I -Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEI: $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 353.00 HAz D FEES fP U pepD COF TRCEL X J HD .SSU 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 /�i'� - `'/1 "Date s ! �! PERMIT EXPIRES ON " /l,Nm Dale f ReceiptNo. WHITE-D.D.S..B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES .: a ; ss{ ` 411 Main Street • Chico, CA • (530) 891-2751 1 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address .and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. ,t a.i � Date Inspector REV 10� 2 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE fis R IPERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, plF-t)�'-Oo a� ctthis office pimmediately. 3 j Date / Inspector—e! 2!� REV jX 8_ t1 .. . Y j Date / Inspector—e! 2!� REV jX COUNTY OF BUTTE a' BUILDING DIVISION i, DEPARTMENT OF DEVELOPMENT SERVICES r 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 � r CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please c/oNtact this office immediately. ,A i t r ZS1Date Inspector REV 1042 NOTES RESIDENTIAL 036-760-026 BROWN, HARLEY 01-1200 45 HUNTER DR., OROVILLE CONTR: RON PRATER RETAINING WALL o/ -1o(as 6z) -tea 11 SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) Signature CHECKED BY V=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-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap; / /" L'ft. / P Nat. or / P'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 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERARPORTS GARAGES (Plans) OK except #'s 3. Zo ' Requirements -Setbacks -Easements Footings; Soils -Size -Depth -Spacing -Connectors -Steel 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.,#<eo Wall ganels Date and B-1 J Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 V= OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (� Date 46. Underfloor (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ P' Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ P' Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists- 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 Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 70. Fireplace or Stove, Clearance -Hearth Date 71. Card B-1 Date Card B-1 Date 72. Card B-1 Date Card B-1 Date 73. ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral ❑ 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 85. Vents Above Roof, Pibg-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-Rttr. 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 HL & 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, Pibg-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: vCOUNTY 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 61 IA06 ASSESSOR PARCEL NUMBER 036-760-026 ZONING _ BUILDING PERMIT OWNER BR=q t HQJ „„ +�rY TELEPHONE 532-1882 SO. FT. OCC. BUILDING VALUATION 267 . OWNERS (LING ADDRESS S i,UNIER DR. OROVILLE: CA 95966 CO W RAM NA�rrM TELEPHONE CONTRACTORS MAILING ADDRESS P.O. BOX 336, PALERMO, CA 95(*R CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 2670 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 54,00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS HU 4 >S' N'I'Eii DR. ORO ` `L�' Energy Plan Checking Fee $ $ PERMIT FEE $ 109.10 LOT NO. SUBDIVISIONS NAME- PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF 0, Duplex ❑ Mobilehome ❑ Other AILSPECIFY 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 Cff Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other OBuildin Describe work: R�'I'ATNTN(± WAT.t, Gas piping system 1 - 5 outlets 15.00 sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Feel 20.00 Main Service '..AoR v<ss 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a' certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' comlRje1n' �tionjosuranC carrier and policy number are: Carrier f5ft �"`�,,t,,T� t Main Service TO 46.00so WEE200A CCU000A NEW CONST. DWELLING occuP. OR orS. ( ACC. 3.52sFTo. uBLDS. M NOPFReSID. @7.50 APUTLETPARATUCIR.S 6 SINGLE O Ex. Occup. OUTLET OR FIXTURES zo p ,.00 BAL o ,50 Ex. Occup..OUTETS Aa DRQ 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Policy Number 2' — !) I (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 er in any manner so as to become subject to workers' compensation 1 s of alifornia, and agree that if I should become subject to the workers' com satirovisions of section 3700 of the Labor Code, I shall forth wit ccy se provisions. X i_ th Date J ,.J (// _ Signature pfl Apfilic nt - Owner 9 Contractor ❑ Agentif An OSHA permit is required for excavations over 60" deep and demolition or construction structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 109.10 HAZ. „.�, D. FEES IMP �_ *...._ FLOOD .... CDF PARCEL PD .� HD y 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. 4e,W�/of By"/` ' J � 066aatee [� PERMIT EXPIRES ON afG I �fJ .2 ' ate Receipt No. ; ZQ `) ;'1 /4' ') . I() WHITE-D.D.S..B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT I .1 ri NOTES RESIDENTIAL 1 036-76-0-026 00-2257 —� PERMIT NO. _BR0 CARLY ?j HUNTER DR.I OROVIL•LE '? CONTR: PRAT_ ER CONSTRUCTION NEW SINGLE FAMILY r 7 5 I L SPECIAL CONDITIONS `I CHECKED BY SRA _ FLOOD CERTIFICATE REQ. _ FIRE SPRINKLERS REQ. — SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING_LETTER - OFFICE COPY Address 4 1 GAS Meter By Date ELECTRIC_. I Meter By GAS Date Meter BY ELECTBRIC Datv�` Meter JOB FINALED (Date) ' v Signature J = OK 0 = Not OK - = Not Applicable =Not Ready RESIDENTIAL (; Date U derfloor (Plans) OK except #'s f ,(� P on�pg= Setbacks- Ease mentE-Flood- Slope tg., Main; Soils -Flet. Grnd.-/I-P Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Fig., Porches & Decks; Soils•Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Ho owns and Special Anchors Q lab, Steel -Wrapped 8. Pier ireplace Ftg.-Steel y /✓�O 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 YIN Date Card B-1 Date y0 Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s ater Htr.; Vent -Access -Combustion Air Baffle ater Pipe; Test & Anchor -Nail Protection V.; Test Fittings & Anchor -Nail Protection 26�4-wer an; Test, First Floor -Tub Access Test .ub & Shower, Second Floor -Tub Access It I Date Gas Pipe; Sixe & Anchors Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection Elec. Receptacles Spacing -Lights & Switches at Doors 2,1r' -Size Boxes & No. of Conductors Stapled 26-omex Installed Close to Edge of Studs & C.J. 2�. Oip. Ground made up w/Mech Fasteners -Bond Gas & Water 2*--ZAppliance Circuits in Kitchen & Conductor Size GFI ubfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al 30. Range Circle/ / ga Cu or Al -Oven Circ. / / ga Cu or At Insulated Neutral Q Yes O No 3,1�'S_ervice-Riser Conductors & Ground Main Disconnect 2e-'Eq-6ip. Clearances Panels-Motors-Mech. Equip. Clothes Closet Light -Shower Light -Spa Light �` moke Detector Date, Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK exceut #'s 35-9-C. Ducts Insulation & Support ent F n, Exhaust above insulation 3 . sensate Drain & Overflow, Size & Grade p<\ 39' Fu9ace-Vent Access -Comb. Air -Return Air Vent 115 outlet 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 467 Sits Proper Materials & Anchors Walls Studs -Nailing Spacing & Braces -Plates -Sound Baring Walls over Girders & Floor Nailing 43. Stop in Walls (rat proof) .tops, Furred Ceilings -Stairs -Chasers -Tubs 5. Headers & Beams -Size & Bearing -14 Tingle & Duplex) Date FRAMING (Continued) 4497 Hangers -Post Caps -Anchors -Connectors p? --Cling. Joist-Rftr. Ties-Purlin-Roff Brac.-Truss-Shting.-Rfng. A1I-rftBplero Ties or Type A Flue -Fireplace Throat Clearance 4A. -Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50119d-rm. Windows or Exiting Doors -Sill Ht. & Dimensions Stege Fire Protection Framing 5 roperty Line Firewall & Openings 5 . xt. Doors -One 3' -Check Garage 3rd Story, 2 Exits 4- 'Vs; Width -Headroom -Rise -Run -Landing -Fire Protection ywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Sid' g -Nailing Veneer 4Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -S ylights-Plastic hear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall nels 61. Insulati - a ` eilings 62. Inf iltration-Walls-Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date _YJAFAL (Plans) OK except #'s eg'E-xt. S -Door & Sidelight Protection -Landings moke Detector Furnace Vents -clearance -Comb, Air -Connector - I ge; Above Floor -Ducts -Mach. Protection gAdroom Exiting G.F. & Bath Fixtures & Tub Access -Spa Elec. Tri & Subpanel, Breaker Sizes & Labels us & Rails _ -70. Fir lace earance-Hearth EIg.r_Outlets at Wood Panel, Int. & Ext. . Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance _ . Elec..Putlets & Receptacles at Kit. Counter 75. A.C. D ct in Garage -Damper 7 tr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in e; Above Floor-Mech. Protection lec. & Mech. Equip. Listed for Location Rif Elec. Receptacles in Garage (F.F.I.)-Romer. Protection Insulation -Foam -Looked in Attic uard Rails & Deck Construction -Post Caps Bents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 82. Following Instld./D 9 No/W ks Q Yes 0 No/Planters p Yes D No 83. St VG o nish A. isconnect, Electrical -Plumbing W. s Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings ell, Disconnect, Electrical, Plumbing er Exteri r Elec. Trim, G.F.I. Receptacle -Underground 8 e ' h Throughout House Glass Protection ae-Corrections from Previous Inspections 91. Gas t -Meters Tagged, Gas -Electric ter & Sewer Connected -C/O to Grade -HD Approval 3 er ompliance Certificate -Other Certificates ddress 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: ✓ = OK 0 = Not OK = MotApplic.:jle . MOBILE HOMES = Not Ready Date MOBILE HOME UTILITIES (Plans) OK except #'s Shthg.-Frg-Bracing 1. Zoning Requirements -Setbacks -Easements Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 2. Soils; Special MH Support Sketch Carports; Windows -Doors 3. Sewer; Location -Test -Fall -C/O -Concrete Electric 4. Water; Location -Test -Easement Needed (Sketch) Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Siding; Nailing -Veneer -Stucco -Mesh 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or/ /"L"ft./ /'LPG Roof; Shthg-Roofing 7. Well Clearance & Discorinect Ext.; Steps -Doors -Landings 8. Utility Clearance Braced Wall Panels Date (�/ Date Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. 1. Zoning Requirements -Setbacks -Easements 2. 2. Footings; Size -Spacing -Marriage Line 3. 3. Gas; MH Test -Demand -Valve -Connector 4. 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. 5. Drain; MH Test -Fall -Flex Connector 6. 6. Water; MH Test -Regulator -Connector 7. 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. 8. Gas and Electricity Tagged 9. 9. Tie Downs -Type -Installation Cert. 10. 10. Exits; Insp.-Sketch 11. 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVE - ARP TS GARAGES (Plans) OK except #'s Zoni equirements-Setbacks-Easements ootings; 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 �= A COUNTY OF BUTTE �. BUILDING DIVISION DEPARTMENT OF DEVELOPMENT,SERVICES 411 Main Street • Chico, CA (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 + - - CORRECTION NOTICE OWNER PERMIT NO. at F: A routine inspection indicates that the following violations of butte county Ordinances exist at the• above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, w please contact this office immediately. t «. w 4" J� r 7; } Date " f Inspector REV 10/92 p•;i.is�e,S.�.:�,. ��ti�� f��y '^*r{ _ _Y�.... __ -.i �a,q�. s'A.-.�-_:ac_ rte= i..s ice.[::: Gsr _ COUNTY OF BUTTE - BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE L -Z-5- R PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date / Inspector REV %/4 COUNTY OF BUTTE i bUILDINC DIVISION l' DEPARTMENT OFDEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530)'538-7541 CORRECTION NOTICE ER i c.a PERMIT NO. ✓'; A routine inspection indicates that the following violations of butte county Ordinances exist at the +` above address and should be corrected. Please notice this office when correction of work is completed. If you �vb any questions pertaining to this matter, or need additional explanation, '.. plegia a contact this office immediately. '2, r� SC r � r') vz REV 10/92 LOERKE INSULATION CO., INC. 95 Hunter _..._....._._�bmtiet and-M®et- — DESCRIPTION OF INSTALLATION 1. ROOF Material -_..-- Thickness (inches) 2. CEILING Oroville INSULATION CERTIFICATE Wt.Num��_ _ Brand Name _ _._ Thermal Resistance (R -Value). Batt or Blanket T e__.FibQ Brand Name yp tgla.&s.Ba..ttS .. Johns Manville _ Thickness (inched 12.26_ Thermal Resistance (R -Value) R-38 Loose Fill Type Fiberglass — _ Brand Name Johns Manville_ _ Contractor/s min. installed weight/ft sq. 0.659 Ib Minimum Thickness13.00 _inches. Manufacturer's installed weight per square foot to achieve -Thermal Resistance (R Value) R-38 3. EXTERIOR WALL Material _-F_ibergl.a.ss-Racts_........___—__._............. —..._. Thickness (Inches�__3.5/5.5 _ 4. RAISED FLOOR Material Thickness (inches) 5. SLAB FLOOR / PERIMETER Material -- Thickness _... _...__ Perimeter Insulation Depth (inches) _ S. FOUNDATION WALL Brand Name —.Joh.ns- anville...--......._—___......... Thermal Resistance (R -Value).— R_13/R-21- Brand Name Thermal Resistance (R -Value) Brand Name ._ .....------..._ ... Thermal Resistance Material ----............----.._........__ Brand Name Thickness (inches)_._...— _...._—_ Thermal Resistance (R -Value)_...._. _ DECLARATION I hereby certify tat the above insulation was installed in the building at the above location In conformance Awith the current nergy EEfficienc Standards for residential,building (Title 24,Part 6, California Code of egulations) as indica ed on the certificate of compliance, where applicable. C.L.#499160�� _v2 "y __— — - LOERKE INSULATION CO., INC. ISen , Insta71r� Sut}conctor (Co--. ame CSS — General Contractor (Co. Name) Or Owner —teem #s griature; bate trials Pli'ng gq cor. rractor' m?? -dr -- General Contractor (Co. Name) Or 87 ner Item #s Signator-e-0_a_te — Installing`SubcontractorCo. Naive?? Or General Contractor (Co. Name) Or Owner I'd 0998IGBOES 3NI `'00 wonwinswI 3N213071 d4,0:c0 i0 se unr COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING IVISION ' . 7 County Center Drive • Oroville, California 95965 • Telephone (530) 5377541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT 100-4a ASSESSOR PARCEL NUMBER 036-76-0-026 ZONING AR BUILDING PERMIT OWNER BROWN TELEPHONE SO. FT. OCC. BUILDING VALUATION 2700 R 145 800.00 .OWNERS MAIU DRESS 282 COV 3,666.00 CONTRACTOR'S NAME PRA STRUCTI TELE E 534-9230 CONTRACTORS MAILING ADDREP .0. BOX 336, PALERMO, CA 95968 r CONSTRUCTION LENDER Fireplace A 1,500.00 LENDER'S MAILING ADDRESS Total valuation $ 150.966.00 AR EC LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 818.00 CHITECT OR ENGINEERS MAILING ADDRES Plan CheckingFee $ 7 BUILDING RESS HUNTE DR., OROVILLE 95966 Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ 1392.70 LAT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF )O( Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 1 7.00 84.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New IX Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW SINGLE FAMILY Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ 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 %ull force and effect.`' License Class Lic. No. 4y.�14� OWNER -BUILDER DEtLARA ON 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, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. O AD oNS. ( 3.5QSET o MUL�Tcou�TLSS. NONRESID. @7.50 POWER APPARATUS 8 SINGLE OUTLET CIS. Ex. Occup. OUTLET OR FIXTURES 200 1.00 BAL @ [� .50 Ex. Occup. ops Ao .DEP 1 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 147.3 WORKERS' COMPENSATION DECLARATION 1 h by affirm under penalty of perjury one of the following declarations: 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' m ensation ins rance carrier and policy number are: Carrier [ -_7 _ Policy Number I- () (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 shallR3 not employ a o in any manner so as to become subject to workers' compensati la of lifornia, and agree that if I should become subject to the workers' mp ati rovisions of section 3700 of the Labor Code, I shall forthwith o se provisions. X Date Signature f Ap licant - ner Contractor ❑ Age An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating SPLIT 30.00 Cooling Hood 6.50 6.50 Ventilation 2 4.50 9.00 PERMIT FEE $ 65.50 Mobile Home Installation Fee$ Energy Inspection Fee $ 46.00 Occ CONST. TYPE VN TOTAL FEE $ 1 7 HAZ, D Es IMP FLOOD X CDF X p EL X HD ISS 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. D to _T101 �-z IfDate Receipt No. 302923 898.00 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APP CANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION (/ c 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. 04a Rev. 12/96) ` APPLICATION AND PERMIT - 7 ASSESSOR PARCEL NUMBER 6 %�'� ��� � � ZONING ` BUILDING PERMIT OWNER /�v� A 7 TELEPHONE SQ. RT. OCC. BUILDING VALUATION OWNERS, MAILING ADDRESS 1 d CONTRACTOR'S NAMEar/1Pon - TE�NHOeE , / V O V CONTRACT MAOJNG DRESS 33 / •.► `/!/• / (/Y� CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation IsM. ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 00 Permit Fee $ 5.1�a_ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 3 BURRING ADDRESS I ^ _ Energy Plan Checking Fee $ C p�3 (�$ PERMIT FEE LOT LRT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT - Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat puqp water heater 23.00 Water piping 15.00 S Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities0 Installation ❑ Other ❑ Describe Work: / /�7j Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 / Mobile Home S I G W 1 @20.00 I un PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 LESS Main Service zo()A OR LESS 23.00 - � VL/ ^ (�J(` g/ 2 ��% RECEIPT # % �CT < 3 SRA $- (` SHERRIF $co 0 Cl)c TOTAL $ 2(97 . `/ Receipt No. Main Service 200A TO 1000A 46.00 NEW CONST. DWELLINGOCCUP. 3.5Qso. OR ADONS. 8 ACC..02cs NEW GUMT. MUITI.OUTLET NGN•RESID. 97.50 POAPPARATUS 6 SINGLNGL E OUTLET CIS. EJC. OCCU OIlTIEr OR FOmJRES 20 ®1.00 BAL SO FU(ED APPLNS. OR EX. Occup.OU7L,ETS gESlp, EA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating L.( -17 Cooling Hood 6.50 Ventilation .00 PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ �- CONST TY_., T TAL FEE HAZ• FE IMP F7 CD F p 0. > HO ISSUE This permit is he issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the epp (cable provisions Resolutions to do work been paid. Date P., to) WHITE-O.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT ;0 ,COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PE"IT"PLICA TION DATA SHEET OWNER: w ASSESSOR PARCEL ER: C) 36 - C 1eQ ^ O cP-& Proposed Building Use: Building Inspector.Date: At time of permit,applicatioijift Was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By 1:11. All items have been submitted.-------------------------------------------------------------------------------------- lot plans, 3/4 sets, signed by the preparer of plans. --------------------------7--------------------------------- &<�omplete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------- ----- 4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ / Wo V Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings.--------------------------------------------------------- ❑8. Hazardous Material Form. ------------------------------------------------------------------------------------------ Manufactured Home data and instal tion instructions including Tie Down Specifications .------------------ 0. Fees of $ ------{--1-`-=--------------------------------------------------------------- Impact fees as shown on the attached schedule. --------------- ------------------------------------------------- California Department of Forestry plan approval/fees. --- =� ❑3 . Wood elevation certificate.---------------------------------------------------------------- . Sanitation and plot plan approval Health Department. ------------------ ❑ 15- City of Chico plumbing permit.----------------------------------------------------------. ❑1 . Plot plan and business license approval from the City of Biggs. ---------------------- Z7. Planning approval for (A) Use:(B) parking: _. I8 Contact Land Development about Improvements, ❑ Drainage Legal Parcel. V " "w ". Encroachment Permit for driveway (construction approval prior to occupancy). --- ❑ 20. Pre -inspection for required Request to Building Inspector on E12 1. Contractor's license information. (Number, Name Style, Classification). ----------------------------- ID 22. Workers' Compensation carrier and policy number. ----------------------------------------------------. ❑23. Owner -Builder Verification (Given to owner ❑, Mailed to owner E) - ------------------------------- Ftter0'sl gnatureauthorization.-----------------------------corded copy of AgriculalAcknowledgment Statement tter of intent on building use. -------------------------------• 027. Manufactured Home utility clearance. -------------------------- 028. Existing violations and/or expired permits. --------------------. ❑29. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 030. Other: Wh you issue permit process as follows ❑ Mail to owner, ❑Mail t.Q contractor/ r Telephone 5 3 0 and hold for pickup at 00 o$ Applicant. 45J Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Copy of plans sent ❑ Health Department, ❑ Fire Department, q,Oqier: (Date) D' with inspector. �J Date: Date: By: ! Pate: 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, ❑ maifi ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Coniractor, designer, owner as 'sed of the above reouired data try 13 phone, ❑ mail, 11 BuildingDivi�}'on counter, by Date: s Plans reviewed by: Date: "l ' J- flu Plans approved by: M Date: J Q S Cid Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. 'Note transfer by: Date: VA11-11,11.1.11, "- .. .i. .fJ h COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION s. 7. COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 h; J SCHEDULE OF RECEIPT OF FEES ' x - 7�® G C OWNER �A d�--> GC.� ! A.P: # 03& PROPOSED BUILDING CJ,SE ell 1. BUILDING PERMIT FEES -- Balance Due ...:.............. $ -- Additional Fees Due............ $ -- Additional Fees Due :::......... $ ;,.Revised Plan'Checking Fee ....... $ SCHOOL DISTRICT FEES paid at District _Off ce_) - 3. SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $ Units Commercial sq ft7)---- x $0.03 = $ Sq. Ft. 4. URBAN AREA FEES '(paid at Building Division), Residential (per unit) . x = $ #Units Amt. Commercial (sq. ft.) .. x, Sq. Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERNIALITO DRAINAGE DISTRICT FEES ,4$510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER .DATE RCEIPT # DATE REC f At time of permit application, I w /advsed the above fees are required to be paid prior to issuance of the building permit. These fees may be changed Buri g the plan -checking process. APPLICANT DATE Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, 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. ThCrequirements for a protest are specified in Government Code Section 66020(a). .Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) AND WHEN RECORDED MAIL TO: L BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95%5 I 2000-0038397 Recorded Official Records County Of BUTTE CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 10:10AM 04 -Oct -2000 REC FEE 7.00 CONFORM s .00 CONFORM .00 Maureen Page 1 of 1 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT C FOR RESIDENTIAL DEVELOPMENT i 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 propertysituate in the County of Butte, State of California, described as follows: EXHIBIT "ONE" Lot 3, as shown on that certain Map entitled, "Kyte Subdivision", filed in the Office of the County Recorder of Butte County, California, on February 28, 1989, in Book 1 12, of Maps, at Page(s) 85, 86 and 87. Assessor's Parcel No: 036-760-026 Date State of California County of ~2)LCk-)`0-- PROPERTY OWNERS: On I D P--) / - - before me, personally appeared_ personally {mown 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 person(s) acted, executed the instrument. WITNESS m hand and official seal Signature Seal: PuWic county, California 20 3 it A.P. # J r ENCROACHMENT PERMIT COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE, OROVILLE, CALIFORNIA 95965 FAX: (530) 538-2140 APPLICATION IME, the undersigned, hereby apply to the County of Butte for an encroachment under or over the county roads and highways, all in accordance with County or information exc nature must be typed or legibly MGNATURE:� NAME: = �✓ MAILING ADDRESS: PHONE: 5.;34( - LOCATION OF WORK TO BE DONE: DATE: _ q) TYPE OF WORK TO BE DONE I. Curb: ❑ Gutter: //❑ Si ewalk: ❑ (PLEASE CHECK) 2. Driveway (List Type): C _U/� cl�eo- 3. Underground Conduit: 4. Other: PERMIT GRANTED rld to db the following work e d general laws. (All In compliance with your above request, and subject to all terms, conditions (including those printed on the back of this form) and special conditions written below, permission is hereby granted. SPECIAL CONDITIONS:_ /"�/a.c a stn �X�OQn s,'p� , d/ f c� '14 riohT o f' may /ire - �! All work shall conform to accompanying Date Issued: %- . 18-400 Surety: Yes ❑ No a -- Expiration Date: 7-29-01 Detail Plans ❑ Special Conditions U. Mike Crump Director of blic Works By NOTIFY COUNTY -.24 HOURS BEFORE WORK IS TO BE DONE Phone: (530) 538-7681 PERMIT # DISTRICT IME, the undersigned, hereby apply to the County of Butte for an encroachment under or over the county roads and highways, all in accordance with County or information exc nature must be typed or legibly MGNATURE:� NAME: = �✓ MAILING ADDRESS: PHONE: 5.;34( - LOCATION OF WORK TO BE DONE: DATE: _ q) TYPE OF WORK TO BE DONE I. Curb: ❑ Gutter: //❑ Si ewalk: ❑ (PLEASE CHECK) 2. Driveway (List Type): C _U/� cl�eo- 3. Underground Conduit: 4. Other: PERMIT GRANTED rld to db the following work e d general laws. (All In compliance with your above request, and subject to all terms, conditions (including those printed on the back of this form) and special conditions written below, permission is hereby granted. SPECIAL CONDITIONS:_ /"�/a.c a stn �X�OQn s,'p� , d/ f c� '14 riohT o f' may /ire - �! All work shall conform to accompanying Date Issued: %- . 18-400 Surety: Yes ❑ No a -- Expiration Date: 7-29-01 Detail Plans ❑ Special Conditions U. Mike Crump Director of blic Works By CONNECTION PERMIT APPLICATION FOR SEWER CONNECTION AND SERVICE FROM LAKE OROVILLE AREA PUBLIC UTILITY DISTRICT ` �y L� hereinafter referred to as "Applicant", being the property owner or owner's agent desiring sewer service, hereby requests Lake Oroville Area Public Utility District, hereinafter referred to as "District", to connect Applicant's sewage disposal line to District's sanitary sewer system and to provide sewerage service. Location of property: hku� iv - -7 G - 2L Subdivision: �9 Property Annexed ❑ Property Not Annexed ❑ Property Annexation in Progress No. of E.D.U.'s this permit: Multiplication Factor: Block#: Kind,of Service: "Monthly Charges: 1 0 •CJS Residential 52, S �-- K Residence of Owner Connection Fee: ❑ Rental (single family) o0 ❑ Rental (duplex) ❑ Apartment SC -OR Facility Charge:_ ❑ Industrial_ C 0 ❑ Commercial Total Amount Payable This Permit: 1'S ZS ❑ Site plan reviewed ❑ Jobsite reviewed Remarks: Q�.Q_cq) 4zll�^ C_Q The service applied for hereby shall be in accordance with the conditions hereinafter set forth and the ordinances, rules, ulations and policies adopted, or to be adopted, by the Board of Directors of District, all of which Applic n lt a rees to abide by and fully perform. Applicant agrees to pay for such service at rates and charges aar st ji6_Q)by District from time to time. Mailing Address of Applicant �f Name Owner if not Applicant Mailing Address of Owner Phone # of Applicant: 53y -ga3o Phone # of Owner: CONDITIONS OF ACCEPTANCE OF SEWERAGE SERVICE 1. In accepting this application, District does not hold itself liable to Applicant for failure to perform any of the obligations imposed upon it or assumed by it under this application if such failure be caused by accident, Act of God, fire, strikes, riots, war, lack of capacity in SC -OR treatment/disposal plant or District's lines to handle the sewage or nay other cause beyond reasonable control of District. 2. Installation of the sewer service line pertinent to this application shall conform in all respects to District's specifications. 3. Applicant shall secure permit(s) as necessary from the County of Butte prior to doing any work, including encroachment permits when work is within county right of way. 4. Installation of the subject sewer line shall be at the sole cost and expense of Applicant. - - 5. Actual connection of the subject sewer service line to District's sewer mainline shall be accomplished by District staff. 6. All work shall be inspected and approved by District. 7. This permit is valid for one (1) year. If work is not completed within said year, permit renewal will be required, together with payment of any increase in connection fee and/or SC -OR Facility Charge. 8. District verification form must be issued with this permit. Payment of Fees/Charges required prior to final inspection. Pament received by: Date: ( d 0 Receipt # ❑ CASH CHECK # $ 15 2S 00 . LAK ROVILLE EA P.U.D. By: I Date: J d U Permit #: Zg — O O 'Monthly charge payable at the current rate at time of connection. 'COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev.12/96) APPLICATION AND PERMIT 0/ l aDD ASSESSOR PARCEL NUMBER 036-760-026 ZONING - BUILDING PERMIT OWNER BROWN, HARLEY 532 _1882 SO. FT. OCC. BUILDING VALUATION 267 - OWNERS UNG ADDRESS HUNTER DR. OROVILLE CA 95966 CONTRAG,70dK NAME PRATER TELEPHONE CONTRACTOR'S "UNG ADDRESS P.O. BOX 336 PALERMO, CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $2670 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 54.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS q5 HUNTER DR. OROVILLE 95966 Energy Plan Checking Fee $ $ PERMIT FEE $ 109.10 LOT NO. SUBDNSIONSNAME PARCEL MAP PLUMBING PERMIT Fling Fee 1 20.00 USEOFSTRUCTURE SF [k Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 1 7.00 Solar or heat pump water heater 1 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New IX Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: RETAINING WATT. Gas piping stem 1 - 5 outlets 15.00 Buildingsewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 vUE Main Service 200A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER License Class Lic. NO. 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. DWELLING OCCUP, OR ADDNS. ( a ACC. UDS. So 3.50FT; T. =D MU MULTI.OUTLET @7,50 APPARATUS 8 SINGLE O=X, CIR. Ex. Occu OUTLET OR FIXTURES 20 4P 1.00 BAL Q .w Ex. Occup.OFlx s PPM.) A. 5.00 Temporary Service 23.00 Mobile Nome 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 permitis issued. My workers' c Wen do uranc�@ carrier and policy number are: Carrier t---u�,yy l��(( Policy Number ✓jam —L7/ (rhe 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,&_rs in any manner so as to become subject to workers' compensa on I s of a1'rfornia, and agree that if I should become subject to the workers' om nsat' rovisions of section 3700 of the Labor Code, I shall forthwit co y th a provisions. r /^� X Date J v Signature f is nt 0,owner Contractor ❑ Agent/ An OSHA permit is required for excava Ions over 60" deep and demolition or constructioAe� 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 CONST. TYPE TOTAL FEE $ 109.10 HAZ. .---- D. FEES eL IMP D �- CDF pgpD pp HD I/ IISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. 9 7 o z Def, rReceiptNo' � HITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive a Orovilie. California 95965 - Telephone (530) 538.7541 PERMIT NO. (Rov.12A6) APPLICATION AND PERMIT asseseoaraaa�> 3 r aowa BUILDING PERMIT owaslE"s �8" Sa. FT. CC. BUILDING VALUATION oars s�O aooaea+. ,.V Z4— ®.Gil .S�`7� 6 i '7 e2 ooprw��w,�( M,As rnawo.d WAr aoowe fkvvwn Gil 5 9 (Q colainjcno„uma Fireplace unoon wiasre aooFESS Total Valuation = AACHffwr OR Damm ucvac"a Filina Fee S 20.00 Permit Fee = e -v Aac+escE an 9MMUMs waa+a .00aaa Plan Checking Fee i r '7& Energy Plan Checking Fee = PERMIT FEE _. D D X110 sua°"m10"i aMca MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF�P Duplex O Mobilehome O Other s�~r Solar or heat pump water heater 29.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK Addition O Remodel O Utlntles O Inoblation O Other O l Describe Work: ^ C� 'J�� Gas piping Watern 1 - 5 outlets 15.00 Building sewer -15.00 Moble Home S G W 020.00 PERMIT FEE : ELECTRICAL PERMIT Filing Fee 20.00 Main Service �w Los 29.00 *PERMIT FEE PAID $ 1109, /0 SRA$ SHERIFF $ OTHER $ $ $ AMOUNT RECEIVED $_] (� % *RECEIPT NUMBER 3,;� 4 * TO BE PUT INTO COMPUTER Main Service sed► To woos 48.00 04W copot owEu040 occur. 3.Stf° a eoo"s. a .cc. wins. rt. "owararo. vu�nanu:r MW GUM @7.50 Eowea AMAMTIA a Ex. Occup. ouner oa wcnian yA a' EOrNaro 5.00 Ex. Occup. nE Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S MECHANICAL PERMIT Filing Fee 20.00 Heatin Cooling Hood e.so VenU•latlon PERMIT FEI: f Moble Home Instanation Fee $ Energy Inspection Fee is occ MKT• TY►a TOTAL FEES 022 _ 0 "A o.nEs YP 1Lco0 cof Fmca ro w ssu This permit Is hereby issued under the applicable provisions of the Butte County Code and/or Resolutlons to do work Indicated above for which fees have been paid. By Date -- PERMIT EXPIRES ON 155 ANJ I 01 70 10 "10660 §Ul DEPS A"PPROVE-D , A / s-l'e, 1 �/, 0) I SPECIFICA TIONS 1. CONCRETE — f'c=2500 PSI C& 28 OA YS 2. REINFORCING — ASTM A515, GRADE 40 MIN J. BLOCK — GRADE N, 1900 PSI 9 28 DAYS, f'm =1500 PSI 4. GROUT - f'c= 2500 PSI 0 28 OA YS 5. MORTAR - TYPE S, 1800 PSI 9 28 DA YS 5. LAP SPLICES - 24" MINIMUM THIS FREE STANDING RETAINING WALL IS DESIGNED TO SUPPORT LEVEL BACKFILL, NO SURCHARGE, AND NO SUPERIMPOSED LOADS BACKFILL TO BE NON—EXPANSIVE, GRANULAR MATERIAL. PROVIDE FOR DRAINAGE BEHIND WALL BY PERFORATED DRAIN PIPE OR WEEP HOLES THROUGH WALL. 8X8X 16 CMU FULLY GROUTED #4 9 32" 0. C. HORIZ �. #4 @24" 0. C. VERT DOWELS TO MATCH VERT REI NF — UNDIS TURBED SOIL 1 — #4 CON T IN FDO TING 4 BACKFILL 2" TO FACE OF VERT. BAR, TYP. mi 3" CLR / L� 4'-0" MAX 12" a MAY OMIT FTG Y HEI Gtj`!jfflA4MM OR .LESS �_ OTHER HEIGHTS OR CONDITIONS REQUIRE ENGINEERING REINFORCED CONCRETE BLOCK RETAINING WALL BUTTE COUNTY BUILDING DEPARTMENT may 1995 SCALE.• J/4' -,'-o" DA TE.•4/92 DWG: WALLS STD 12.7 9.18 .COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PEBMIT NO. (Rev.12/96) APPLICATION AND PERMIT D I ID& ASSESSOR PARCEL NUMBER ZONING A BUILDING PERMIT OWNER a, ENE TELEPHONE 532-1882 SO. FT. OCC. BUILDING VALUATION SLIal . OWNERS MAILINGADDRESS 95 HUNTER DR. OROVILLE , CA 95966 CONT 22,000.00 CONTRACTOR'S NAME BROOKS POOLS TELEPHONE 894-3870 CONTRACTORS MAILING ADDRESS 13663 B HWY 99 CHICO, CA 95973 CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuatlon $ 22 000-OQ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 225.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS 95 Energy Plan Checking Fee $ $ PERMIT FEE $ IDT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Feel 20.00 USEOFSTRUCTURE SF ff Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 1 7.00 Solar or heat pump water heater 1 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Udlifies ❑ Installation ❑ Other ❑ Describe Work: POOL MASTER 511-97 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W1 920.00 PERMIT FEE $ 5.00 ELECTRICAL PERMIT Filing Feel 20.00 Main Service .OA 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,p61U and my license is in full force and effect. License Class /� 5-3 Lic. No. ��8 "0 d 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. ❑ I 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 (Th ve sections need not be completed if the permit is for work of a valuation 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 forth ' comply with those provisio �} X Date �' 9-o Sig tura of Applicant - ❑ Owner EllContractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCURSO OR ADONS. ( d ACC. BLDS. 3.5¢FT. MULTI.OUTLET 97.50 POWER APPAUS 8 SINGLE Ol'T RATCIR. Ex. Occu OUTLET OR PocruREs Bn� 9 .50 Ex. Occup..OUTLEETS REESID.OPR.A 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 POOL ELEC 30.00 PERMIT FEE $ 50.00 MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 353.00 HAZ. D. PE IMP X FLOOD X COF :.pAgCEI X pp X HD SU This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By -=V5_71 PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. - , 6 d V Mte ReceiptNo. 31533,77753, dd 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 PERMIT (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCM NUMBER . Cr) ` 0�6 l/// zoN"a A_ BUILDING PERMIT neo /� S's -2° "/8�� SO. FT. ! OCC. BUILDING VALUATION (/v OWNER'S Mwurq OWSS /MRACTOW reLAP+wNE� �O coNrRAcroRa MRAu"e AODaEe� 3,A63 i CONSTRUCTION LEWa Fireplace LENOER'S Mwlwo ADORES Total Valuation is 204 ARCHrTECr OR ENS UCQNSE NO. ,. Filina Fee S 20.0 Permit Fee S 1; ARCWECT OR o+oNEERs W 00 ADDRESS Plan Checking Fee S euaOwoAooRFss 1� i1gG Energy Plan Checking Fee S S PERMIT FEE IDT NO. MONISM. Mm ►Aiic" PLUMBING PERMIT Fling Fee 20.01. Each Tr 7.00 USEOFSTRUCTURE SF 0,' Duplex ❑ Mobilehome ❑ Other BP�FY Solar or heat pump water heater 23.00 Water piping 15.00 cv Each as water heater or vent 15.00 TYPE_OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Describe Work: ��GL ���— L? Other ❑ Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home IS I G I W @20.00 PERMIT FEE t Gv ELECTRICAL PERMIT Filing Fee 20.00 Main Service so�oA o�R R 23.00 --- -- - ' - j 1 s�3 /135. ad 713 Main Service 200A To 1000A 46.00 NEIN CONST. OWB1N0 oCCUP. 3.S¢ OR AEONS. a ACC. AIDS. NEW CONST. MULTI-0UTLET NOI+AES10. @7.50 POWER 0PPAMT19 a sR"aLE oImET as OuTLE-r OR FOCnJRES 200 1'00 EX. OCCU BAt .so OA Ex. Occup. olm.ets E9RD. EA. 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 Cooling Hood 6.50 Ventilation PERMIT FEI: _ Mobile Home Installation Fee Energy Inspection Fee S occ coNK. TTP[ TO ALF s h , iY0 HAz. : Fe I eoF lr b uR: 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 I Date PERMIT EXPIRES ON I (Duy z r. 4 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PE"IT APPLICA TION DA TA SHEET OWNER: 8 /y a (,/j/i/ t)1 -;;9/V ASSESSOR PARCEL NUMBER: 3 9 -7�� � o t Proposed Building Use: per/ Building Inspector: A A/ Date: S- 9 - O/ At time of permit application,'I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been submitted -------------------------------------------------------------------------------------- El 2. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ 03. ----------------------------------------------------------- ❑3. Complete 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! ------------------ ❑ 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 .------------------ ❑ 10. Fees of $------------------------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule. ----------------------------------------------------------------- ❑ 12. California Department of Forestry plan approval/fees. --------------------------------------------------------- ❑O13.FIelevation certificate. ---------------------------------------------------------------------------------------- tion and plot plan approval UiG/i Health Department. ------------------------------------------- fChico plumbing permit. ----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- ❑ 17. Planning approval for (A) Use: C> )Z-_- (B) Parking: -------------------------- S_1 Zi— O) - ❑ 18. Contact Land Development about ❑ Improvements, ❑ Draina gal Parcel. ----------------------- e — ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- ❑20. Pre -inspection for required. Request to Building Inspector on (Date) ❑21. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ ❑ 22. Workers' Compensation carrier and policy number. ----------------------------------------------------------- ❑23. Owner -Builder Verification (Given to owner ❑, Mailed to owner EI) - -------------------------------------- ❑24. Letter of signature authorization. ❑25. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- ❑26. Letter of intent on building use. -7 --------------------------------------------------------------------------------- 1127. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits. ----------------------------------------------- ---------------------- 1129. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ .--------------- 030. -------------- ❑30. Other: When you issue the permit, process as follows 11 Mail to owner, ❑Mail to contractor. QTelephone �j 70 and hold for pickup at 04d o ce. ❑ Deliver with ector. Applicant: �-'Date: S G/ Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Dep ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Departme , O Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building D• 'sion counter, by Dat Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. 'Note transfer by: Date: VAtL..,, r.,.,., rye...,. -....e... ,.cr,�..,.i.._—__• �---=--- •, , .. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance 4o�,t�c 7D, Owner Location E.H. USE ONLY Plot Plan Attached_L/��, Floor Plan Attached �h" tJt1— Sant to B.D.1 / dam' _ -7(-Z(:, AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for dwelling. Other Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist Date 9/96 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION :7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-75 Jam'{ PERMIT (Rev. 12/96) y- APPLICATION AND PERMIT 90 - ASSESSOR -0-026 zD"'NG AR BUILDINGPERMIT OWNERTELEPHONE ARLY 0 SO. FT. OCC. BUILDING VALUATION 936 U 16,848.00 . OWNERS MAILING ADD S CONTRACTOR'S NAME PRATE NSTRUCI N TELEPHONE 534-9230 CONTRACTORS MAILING ADDRESS P.O.BOX 336 PALERMO 95968 CONSTRUCTION LENDER LENDER' N ESS Fireplace Total Valuation $ 16 848.00 ARCHR CT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 180.00 ARCHITE R ENGINEERS MAILING ADD S Plan Checkin Fee $ 117.00 BUILDINGADDRES HUN R DR., OROVILLE 95966 Ener Plan Checking Energy g Fee $ $ PERMIT FEE S 317.00 IAT NO. SUBDNISIONS PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 I 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: NEW GARAGE 24 X 39 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W1 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fee 20.00 RUEFling 600VMain 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 he Business and Professions Code, and my license i I force and effect. �� (" License Class LIC. NO. J 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 I000A 46.00 NEW CONST. DW rG OCCUP. 3 50SO. OR ADDNS. ( a ACC. S. FT. -12-75 NOWRESID. T.MULTI-OUTLET CIRCUITS @7,50 POWER APPARATUS a SINGLE ourLET CIR. EX. OCCu . OUTLET OR FIXTURES 20 @''0O flAL @ .SO Ex. Occup. OurELErs Ra 6.) E 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. 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, or the performance of work for which this permit is issued. My workers' co s i sura a 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($) or less.) ❑ I certify that in m ce of the work for which this permit is issued, I shall not employ a pe n a y manner so as to become subject to workers' Compensati law ifor a, and agree that if I should become subject to the workers' c mpe r isions of section 3700 of the Labor Code, I shall forthwith I provisions. X Date Signature Af Appffant - ❑ OwnerOt Contractor ❑ Agent An OSHA permit is required for excava Ions over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ jj CONST. TYPE VN TOT FEE $ 396.75 HA2. D. F IMP FLOOD X CDF X PARC PD HD SU 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. f By 4,Date / PERMIT EXPIRES ON Dat Receipt No. 302923 157.00 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APP I „ COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (536) 538-7541 P9.RMIT NO. (Rev. 12/96) .-° APPLICATION AND PERMIT D� ^a ASSESSOR PARCEL NUMBER—� Q �/s (� ZONING Ak BUILDINGPERMIT OWNER - 1 TELEPHONE SO. FT... OCC. BUILDING VALUATION OWNERS MAILING ADDRESS CONTRACTOR'S NAMETELEPHON S DRESS CO= CONSTRUCTION LEND LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ j BUILDINGADDRESS r ) Energy Plan Checking Fee $ PERMIT FEE S LOT NO. 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 Water piping 15.00 Each gas water heater or 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: C 4119—, Gas piping system outlets 15.00 Building se 15.00 maw_qome IS G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service 2�o.OR LES. 23.00 D ( RECEIPT �e J3 SRA $ SHERRIF $ CD Q2 TOTAL $ ReceiptNo. Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. SO OR ADONS. ( 8 A.C. BLDS. 3.50FT. .� 4 NEW CONST. MULTI.OIJTLET N• NORESID. @7.50 SS POWER APPARATUS 8 SO:M OUTLET UC. Ex. Occup. OUTLET OR FIXTURES SAL 20 ® 1.00 P=6.)Ex. Occup. OUTLETgFIXED AOEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ OCCcor T I <, TOTAL FEE $ HAZ. D. FEES IM 0 CDF p,AgC pD HO 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 (04 te WHITE-O.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLOENROO-APPLICANT `�.,, �-! ���;'�SARr��hiPi�. �. `Mi. �:'.r•. r- .7..'T�✓�J�R`E��"T�if ""►�`7'�j '`�'-'WIN"w�����V-"�r�'L(�A'N.6irY.y�'..r�V'-•,Jry '- 1 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION .T 7 COUNTY CENTER DRIVE - OROVILLE, CALEFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL NUMBER: t� _"1© -6,;2_(p Proposed Building Use: Building Inspector: --,::p At time of permit application, I was adv?6ed the following data must be/submitted prior to permit processing and/or issuance: Date Received By 1. i ❑tems have been submitted-------------------------------------------------------------------------------------- lot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ -omplete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- rFngineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- 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. ------------------------------------- E19 . Manufactured Home data and installation instructions including Tie Down Specifications.-----------------= Feesof $ ---------------------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule.--------------------� - --------------------------------------- ❑ 12. California Department of Forestry plan approval/fees. -,-----�r______________________ 3. Flood elevation certificate. ---------------------------------------------------------------------------------------- �l • Sanitation and plot plan approval n_ Health Department. ------------------------------------------- ❑ 15. City of Chico plumbing permit. -`-------- �----------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------- ❑ 17. Planning approval for (A) Use: (B) Parking: _. ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). --------------------- 0 20. Pre -inspection for required Request to Building Inspector on 02 1. Contractor's license information. (Number, Name Style, Classification). ----------------------------- ❑22. Workers' Compensation carrier and policy number. ----------------------------------------------------. ❑23. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - ------------------------------- ❑24. Lett f signature authorization. ------------------------------ 5 ecorded copy of Agricultural Acknowledgment Statement. Letter of intent on building use. -------------------------------- 0 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: Wou issue the permit rocess as follows 13 Mail to owner, ❑M�ailltt contractor rhone J and hold for pickup at Applicant: _ Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ PthV: L Index permit application for the above items numbered: (Date) �e iv with inspector. / Date: D By: Date: By: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner was advised of the above uired data bj( ❑ phone, ❑ mail, ❑ Building Divisi counter, by Date: Plans reviewed by: 6A ko Date: 2 V Plans approved by: Date: Sets of plans on hod in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: MICHAEL MOONE Y 5AMADRoivEAPF. CIVIL ENGINEER OROVILLE, CA 95966 RCE 20647 (916) 533-2131 Butte County August 17, 2000 Development Services Department Building Division 7 County Center Drive Oroville, CA 95965 Re: Truss calculations Brown/Ron Prater Construction I,have reviewed the truss calculations for this job. My review includes identifying and locating loads in excess of 3000 pounds. Where inadequate, foundation elements have been revised to reflect a maximum design bearing load of 1500 pounds per square foot. Thank you for your consideration and patience. QVE You r s/-1 �) Miclicen- ; U. My licen -, fires 9-30-01 IF 7 SUFE `CCtT iLDING DEPART""ME ..:I - T MICHAEL MOONEY CIVIL ENGINEER RCE 20647 Job Number 00-08-89 Page 1/ 6 Job Name Brown/Ron Prater Date 8-17-2000 Analysis UBC 1997 Dead Loads Live loads Roof Comp roof 6.0 1/2" plywood 1.5 Trusses 4 Insulation l 1/2" Gyp 2.5 15 psf. Wall Stucco 10.0 Plywood 1.5 Framing 1.5 1/2 gyp 2.5 Insulation 1.0 16 psf. Floor Slab 50 psf Wind Loads P = Ce Cq q I where Exposure B Ce = 0.62 @ 15 feet Cq =0.3 in/ 0.9 out windward roof 0.67 @ 20 feet 0.7 out leeward roof 0.72 @ 25 feet 0.8 in windward wall 0.76 @ 30 feet 0.5 out leeward wall Seismic V=2.5C,IW/1.4R C,=0.36, I= 1, R= 5.5 /4.5 Soil Bearing 1500 pounds per square foot Friction = 0.35 Lateral bearing = 250 psf/ft. 16 psf. 40 psf q = 14.5 psf @ 75 mph I=1 -,/w u 0 3 Lj v T SIGNED BY: JOB DESCRIPTION: JOB LOCATION: m Rom Prater Hunter Dr. z fi 0 el i2 b2bL lA CA) A -H Li: Cd) Cee- i � DUN') V-Ige� � t 165[kf- Paw f b.% f-&X.1.q. X, 11r7)� wimp ---2, 610 61 ilidt -2- 4 1; G117 5b ?)lis uk -:;� ((,,C:,/2 'r -L /Ut s -2- D. 14+114 - CID "Cworzkc� > 0► i�� �l� t 13 �Cd�2 �Z� 2 �,�� � (,lam l C.�e --7- 2- .711��l cl?� c.-., 107 �S-V-v 11 ull"(2 Ovyy1hid -3/�5w Cp 'YQM UL42rM -V cz) :��n7 Q�-D T 8'Z`79L e-S�kfM-rO =9 livn --� Z,� J 6: C,:) - -�- 6 ks�gcaEf2 (oy- C.3l 6U'�1 Q1:s�(L,llk kv)(; x D it3� - 'SWd K 0.1-1 a2>Z D . S -Z � CF) /5r m0- E 1huo W-2- 4�!/2�Z ��� >C��� �- cf3/2x(-f,3K 1C=X-2 �-- `t, 3 XLC=) huaL64wvo V/;- -3:�L4 + -;;;, 2,4,C5k C/ -t\ . n Ijvo C N (A) Lv CD AsSwAla- w�*QD, fav vCv��2 12041 --SVLLc6 64. 1 h2kWd-k- IV OW DOS ,0 3'S; ef dem, of *0 05 1 (,(az M -CEA O t.., EN Us- -2 Mcl'- LXCI-3 `-4 /-A Cgs kwtqzf (cule (9) �(0)) .. (�o 61)o 2 'Ul�� 7v A2 - v z Z13 s 0-,.Oq �3�. Em CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R ------------------------------------------------------------------------------- Proiect Title........... CUSTOM HOME Date..08/14/00 07:19:43 Project Address........ HUNTER DR. ** ---------------------.--- OROVILLE *V5.10* Documentation Author... WILLIAM H. FOX* -k*** Buildinac'Permit # Fox Company ?......... .............. 3995 Olive Hwy. Plan(..�_ Check / Date ' Orovi.11e. CA 95966 ................................................................................ 530-533-2730 Field Check/ Date Climate Zone........... 11 Compliance Method....... MICROPASS v5.10 for 1998 Standar-ds by Enercomp. Inc. MICROPASS v5.10 File-•PRA2695E Wth-CTZ11S92 Program -FORM CF -1R User#-MP1809 User --Fox Company Run-PRA2695E GENERAL INFORMATION Conditioned Floor Area.,..,. 2695 sf Building Type .............. Single Family Detaches:::! Construction Type ......... New Building Front Orientation. Front Facing 90 deg (E) Number of Dwelling Units... 1 Number of Stories,.......... 1 Floor Construction Type:.... Slab On Grade Glazing Percentage.......... 11.3 % of floor are::: Average Glazing U -value.... 0.39 Btu/hr-sf-F Average Glazing SHGC...... . 0.34 Average Ceiling Height..... 8.9 ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type Type R -value- R -value R --value U --value Location/Comments Wall Wood R--21 R-0 R--21 0..059 Outside Roof Wood R-11 R-27 R-38 0.025 Attic SlabEdge n/a R-0 R--n/a F2=0.720 SlabEdge n/a R --O R-n/a F2=0.900 \ FENESTRATION Over - Area U- Interior Exterior hang/ Orientation (sf) Value SHGC Shading Shading Fins Window Front (E) 20..0 0.390 0.330 Standard Standard None Window Front (E) 3.0 0.390 0.330 Standard Standard None Window Front (E) 20.0 0.390 0.330 Standard Standard None Window Front (E) 37.0 0.390 0.330 Standard Standard Yes Window Front (E) 15.0 0.390 0.330 Standard Standard Yes Window Front (E) 15.0 0.390 0.330 Standard Stannd�dard Yes Window 0.390 0.330 Standard.0 Window Left (S) 150.0 0.390 Q.330 Standard id��P7 None Window Back (W) 6.0 0.370 0.670 Standard rdti s4 Yes �K sem` � da Window Back (W) 16.0 0.390 0.330 Standard ` ` rd None APPM v > CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... CUSTOM HOME ACCA Thermostat. Date..08/14/00 07:49:43 MICROPASS v5.10 File-PRA2695E Attic Wth-CT.Z11S92 Program -FORM CF -1R No Setback ---------------------------------------------------------------------- User#-MP1809 User -Fox Company Run-PRA2695E Setback FENESTRATION ------------ Over- Area U- Interior Exterior hang/ Orientation (sf) Value SHGC Shading Shading Fins Window Back (W) 20.0 0.390 0.330 Standard Standard Yes Window Back (W) 20.0 0.390 0.330 Standard Standard Yes Window Back (W) 15.0 0.390 0.330 Standard Standard Yes Window Back (W) 15.0 0.390 0.330 Standard Standard Yes Door Back (W) .40.0 0.360 0.350 Standard Standard Yes Window Right (N) 12.0 0.390 0.330 Standard Standard Yes Window Back (NW) 8.0 0.390 0.330 Standard Standard None Window Right (NE) 8.0 0.390 0.330 Standard Standard None THERMAL MASS Area Thickness Type Exposed (sf) (in) SlabOnGrade Yes 2143 3.5 SlabOnGrade No 552 3,.5 Minimum Equipment Type Efficiency Furnace 0.800 AFUE. ACSplit 10.00 SEER Location/Comment,s Exposed Covered HVAC SYSTEMS Duct Duct Tested Duct ACCA Thermostat. Location R -value Leakage Manual D Type Attic R--4.2 No No Setback Attic R-4.2 No No Setback WATER HEATING SYSTEMS ------------------ Number in Tank Type Heater Type Distribution Type System Storage Gas Standard 1 Tank External Energy Size Insulation Factor (gal) R -value 0.60 50 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS ------------------------------------------ Items in this section should be documented on the plans:, installed to manufacturer and CEC specifications, and *� '* verified during plan check and field inspection. This building incorporates a High Mass Design. a AWING DEPAHTAV=N,; CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R -------------------------=-------------------------------------------------------- Project Title.........:. CUSTOM HOME Date -.08/14/00 07:49:43 MICROPASS v5.10 File--PRA2695E Wth-CTZ11S92 Proaram-FORM CF -1R User#-MP1809 User -Fox Company Run-PRA2695E REMARKS COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts .1 and 6 of the California Cade 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.... RON PRATER Name.... WILLIAM H. FOX Company. PRATER CONSTRUCTION Company. Fox Company Address. P.O. BOX 336 Address.. 3995 Olive Hwy:. PALERMO CA. 95968 Orovi.11e. CA 95966 Phone... 530-534-9230 Phone.,.. 530-533-2730 License. 8 442145 Signed.....................................................................................................:.................................................. Signed..le ' .....S...O..0 (date) ..at... .. ENFORCEMENT AGENCY Name. Title... Agency.. Phone.. Signed.. (date) I -TE dii i'i 1 �� ILMI N' G- DEPAR1WES MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R Project Title...:...... CUSTOM HOME Date..08/14/00 07:49:43 Project Address........ HUNTER DR. OROVILLE *v5.10* Documentation Author.., WILLIAM H. FOX Building Permit # Fox Company .............................................. :...................................................... 3995 Olive Hwy. Plan Check / Date Oroville, CA 95966 .................................................................. 530-533-2730 Field Check/ Date Climate Zone........... 11 -------.__-_--_ ----__.._--. Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomo. Inc. MICROPAS5 v5.10 File-PRA2695E Wth-CTZ11S92^TProgram-FORM yMF-IR u - A User#-MP1809 User -Fox Company Run--PRA2695E Note: Lowrise residential buildings subject to the Standards must contain thesE measures regardless of the compliance approach used. Items marked with ar asterisk.(*) may be superseded by more stringent compliance requirements li.stec on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties a= minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES -------------------------- Design- er *150(a): Minimum R--19 ceiling insulation. ISO(b): Loose fill insulation manufacturer's labeled R -Value. *150(c): Minimum R-13 wall insulation in wood framed walls or 4 equivalent U -•value in metal frame walls (does not apply to exterior mass walls). *1.50(d): Minimum R--13 raised floor insulation in framed floors. 150(i): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor 'transmission ?ate no greater than 2.0 perm/inch. 1.18: Insulation specified or installed meets CEC quality standards.. Indicate type and form. 1.16-17: 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 pain 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. 150(f): Special infiltration barrier installed Sec. 15.1 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative and Gas Logs 1. Masonry and factory -built fireplaces have: to comply with l Qh_S Gas App i Enforce- ment MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1.R Project Title........... CUSTOM HOME Date..08/14/00~07:49:43 MICROPAS5.v5.10 File-PRA2695E Wth-CTZ1.1S92—Program-FORM MF -1R User#-MP1309 User -Fox Company Run-PRA2695E a. Closeable metal or glass door b. Outside air, intake with damper and control. c. Flue damper and control 2,. No continuous burning gas pilots allowed. SPACE CONDITIDNING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- er ment 110--1.13: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or RCCA. 150(i): Setback thermostat on all applicable heating and/or cooling systems. . . .......... 150(j): Pipe and Tank insulation 1.. Storage gas water heaters.rated with an.Energy Factor of less than 0.53 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 interna]./external insulation.. 4. All buried or exposed piping insulated in recirculating sections of hot water system. S. 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 l.1MC 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 UL131, UL131A, or UL1318 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. ................... 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 73% 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 q„e,at Lam_ for future solar heating. WUNI MIA #% MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -1R Project Title.......... CUSTOM HOME Date..08/14/00 07:49:43 MICROPASS v5,10 File-PRA2695E Wth-CTZ11S92 Proaram-FORM MF -1R ' User#-MP1809 User -Fox Company Run-PRA2695E ' b. Cover for outdoor. pools or outdoor spas. 3..Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr). LIGHTING MEASURES ------------------ 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. 1.50(,)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(02,; and recessed ceiling fixtures are IC (insulation cover) approved. r,/ Design- Enforce- er ment n;Ad aVU ffE CGI N r COMPUTER METHOD SUMMARY Paae 1 C -2F Project Title.......... CUSTOM HOME Date..08/14/00 07:49:41-- 7:49:4;Project ProjectAddress........ HUNTER DR. ---------------------- OROVILLE *v5.10* Documentation Author... WILLIAM H. FOX Building Permit # FoxCompany ...................................................................................................... 3995 Olive Hwy. Plan Check / Date Oroville, CA 95966 ...................................................................................................... 530•-533-2730 Field Check/ Date Climate Zone........... 11 ____ .___.-.-------__.--. Compliance Method...... MICROPASS v5.10 for 1998 Standards by Enercomp, Inc. MICROPASS v5.10 File•--PRA2695E Wth-CTZ11S92 Program -FORM C -2R User##-MP1809 User-FoxCompany Run--PRA2695E = MICROPASS ENERGY USE SUMMARY = = Energy Use Standard Proposed Compliance - (kBtu/sf-yr) Design Design Margin = Space Heating.......... 16.75 16.17 0.58 = = Space Cooling.......... 11.70 4.33 7.37 - - Water Heating.......... 10.57 9.31 1.26 = Total 39.02 29.81 9.21 = -• * Building complies with Computer Performance** _ GENERAL INFORMATION Conditioned Floor Area..... 2695 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 90 deg (E) Number of Dwelling Units... 1 Number of Building Stories. 1 Weather Data Type.......... ReducedYear Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazina U --value..... Average Glazing SHGC....... Average Ceiling Height..... Slab On Grade 1 23929 c: f 2695 sf 11.3 % of floor area 0.39 Btu/hr-sf.-F 0.34 8.9 ft ffIE COW " �!bFCoulNG DEPAA 4TMEN; �1 � ( , COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... CUSTOM HOME Date..08/14/00 07:49:43 MICROPASS vS.10 File-PRA269SE Wth-CTZ11S92 Program -FORM C -2R ^! User#-MP1809 User -Fox Company Run-PRA269SE --------------------------------------------------.------------------------------ Floor A rea Zone Type (sf) ----- HOUSE Residence 2695 Surface -------------- HOUSE I Wall 2 Wall 3 Wall 4 Wall S Wall 6 Wall 7 Wall 8 Wall 9 Wall 10 Wall 11 Wall 12 Roof BUILDING ZONE INFORMATION ------------------------ # of Vent Vent Air Volume Dwell Cond- Thermostat Height Area Leakage (cf) Units itioned Type (ft) (sf) Credit 23929 1.00 Yes Setback 2.0 Standard No PERIMETER LOSSES Length OPAQUE SURFACES Solar Surface Area U- Insul Act Solar Form 3 Location/ (sf) ------ value ----- R-val ----- Azm --- Tilt ---- Gains. ----- Reference ------------ Comments ----------------..- 346 0.059 21 90 90 Yes W.21.2X6.16 Outside 11 0.059 2.1 90 90 Yes W.21.2X6.16 Outside 98 0.059 21 90 90 Yes W.21.2X6.16 Outside 441 0.059 21 180 90 Yes W.21.2X6.16 Outside 28 0.059 21 270 90 Yes W.21.2X6.16 Outside 154 0.059 2.1 270 90 Yes W.21.2X6.16 Outside 182 0.059 21 270 90 Yes W.21.2X6.16 Outside 132 0.059 21 0 90 Yes W.21.2X6.16 Outside 336 0.059 21 0 90 Yes W.21.2X6.16 Outside 12 0.059 2.1 31S 90 Yes W.21.2X6.16 Outside 12 0.059 21 45 90 Yes W.21.2X6.16 Outside 2695 0.025 38 n/a 0 Yes R.38.2X4.24 Attic PERIMETER LOSSES FENESTRATION SURFACES Length F2 Insul Solar Surface (ft) Factor R-val Gains Location/Comments HOUSE Orientation (sf) 13 SlabEdge 82 0.720 R-0 No 14 SlabEdge 172 0.900 R-0 No FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade Orientation (sf) Value SHGC Azm'Tilt Type/SHGC Type/SHGC HOUSE I Window Front (E) 20.0 0.390 0.330 90 90 Standard/0.76 Standard/0.68 2 Window Front (E) 3.0 0.390 0.330 90 90 Standard/0.76 Standard/0.68 3 Window Front (E) 20.0 0.390 0.330 90 90 Standard/0.76 Standard/0.68 4 Window Front (E) 37.0 0.390 0.330 90 90 Standard/0.76 Standard/0.68 5 Window Front (E) 15.0 0.390 0.330 90 90 Standard/0.76 Standard/0.68 6 Window Front (E) 15.0 0.390 0.330 90 90 Stan70- tk'671:andard/0.68 7 Window Front (F_) 2.0.0 0.390 0.330 90 90 Standard,/0.76q Standard/0-68 COMPUTER METHOD SUMMARY Page 3 C -2F Project Title.......... CUSTOM HOME Date..08/14/00 07:49:4,: MICROPASS v5.10 File-PRA2695E Wth-CTZ11.S92 Program -FORM C -2R T^ ~ User#1-MP1809 User -Fox Company Run-PRA2695E ------------------------------------------------------------------------------- FENESTRATION SURFACES Mass Type HOUSE 1 S1abOnGrade 2 S1abOnGrade THERMAL MASS ------------- Area Thick Heat Conduct- Surface (sf) (in) Cap ivity UIMC R -value Location/Comments 21.43 3.5 28.0 0.98 4.60 R-0.0 Exposed 552 3.5 28.0 0.98 1.80 R--2.0 Covered Q 70 0104111 •at,,' � � ', •�r;��� -�� p�Ry,tyv A�, lid"ka e -� _ r P '_" Area U_ Act Exterior Shade Interior Shade Orientation (sf) Value SHGC. Azm Tilt Type/SHGC Type/SHGC 8 Window Left (S) 15.0 0.390 0.330 180 90 Standard/0.76 Standard/0168 9 Window Back (W) 6.0 0.370 0.670 270 90 Standard/0.76 Standard/0.68 1.0 Window Back (W) 16.0 0.390 0.330 270 90 Standard/0.76 Standard/0.68 11 Window Back (W) 20.0 0.390 0.330 270 90 Standard/0.76 Standard/0.68 12 Window Back (W) 20.0 0.390 0.330 270 90 Standard/0.76 Standard/0.68 1.3 Window Back (W) 15.0 0.390 0.330 270 90 Standard/0.76 Standard/0.68 14 Window Back AW 15.0 0.390 0.330 270 90 Standard/0.76 Standard/0.68 .1.5 Door Back (W) 40.0 0.360 0.350 270 90 Standard/0.76 Standard/0.68 16 Window Right (N) 12.0 0.390 0.330 0 90 Standard/0.76 Standard/0.68 1.7 Window Back (NW) 8.0 0.390 0.330 315 90 Standard/0.76 Standard/0.68 18 Window Right (NE) 8.0 0.,390 0.330 45 96 Standard,/0.76 Standard/0.68 OVERHANGS AND SIDE FINS ----- Window ..--- ------ Overhang ----- -.---Left Fin-_-- ----Right Fin-. Area Left Raht Surface Of) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hgh- HOUSE 4 Window 37.0 5.5 6.67 7.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 5 Window 15.0 3.0 5.0 2.0 0 n/a n/a n/a n/a n/a n/a n/a n/a. 6 Window 15.0 3.0 5.0 2.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 9 Window 6.0 2.0 3.0 2.0 0 n/a n/a n/a n/a n/a n/a n/a n/a .1.1. Window 2.0.0 4.0 5.0 2.0 0 n/a n/a n/a n/a n/a n/a n/a n/a. 12 Window 2.0.0 4.0 4.0 2.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 13 Window 15.0 3.0 5.0 8.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 1.4 Window 15.0 3.0 5.0 8.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 15 Door 40.0 6.0 6.67 8.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 16 Window 12.0 3.0 4.0 2.0 0. n/a n/a n/a n/a n/a n/a n/a n/%: Mass Type HOUSE 1 S1abOnGrade 2 S1abOnGrade THERMAL MASS ------------- Area Thick Heat Conduct- Surface (sf) (in) Cap ivity UIMC R -value Location/Comments 21.43 3.5 28.0 0.98 4.60 R-0.0 Exposed 552 3.5 28.0 0.98 1.80 R--2.0 Covered Q 70 0104111 •at,,' � � ', •�r;��� -�� p�Ry,tyv A�, lid"ka e -� _ r P '_" COMPUTER METHOD SUMMARY Pane 4 C -2P Project Title.......... CUSTOM HOME Date..08/14/00 07:49:43 MICROPASS v5.10 File-PRA2695E Wth-CTZ11S92 Program -FORM C -2R Y�~� User#-MP1809 User -Fox Company Run-PRA2695E System Type ---------------- HOUSE Furnace ACSpl i t HVAC SYSTEMS ------------ Minimum Duct Duct Tested Duct ACCA Ducat Efficiency. Location. R -value Leakage Manual D Eff 0.800 AFUE Attic R-4.2 No No 0.737 10.00 SEER Attic R-4.2 No No 0.645 WATER HEATING SYSTEMS ----------------------- Number Tank External in Energy Size Insulatior Tank Type Heater Type Distribution Typo System Factor (gal) R -value 1 Storage Gas Standard 1 0.60 50 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS r=u* Items :in this section should be documented on the plans, ** installed to manufacturer and CEG specifications, and =+�* verified during plan check and field inspection. This building incorporates a High Mass Design. REMARKS FTE DOW, De FR HVAC SIZING Paae 1 HVAC Project Title.......... CUSTOM HOME Date. .08/14/00 07:49:43 Project Address........ HUNTER DR. ---------- --------_ OROVILLE *v5.10* Documentation Author... WILLIAM H. FOX ******* Building Permit # Fox Companv ' ..................................................................................................... 3995 Olive Hwy. Plan Check / Date Oroville, CA 95966 530-533-2730 Field Check/ Date Climate Zone ........... 11 --_-----_--.----------_. Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp. Inc. MICROPASS v5.10 File-PR02695E Wth--CTZ11S92 Program --HVAC SI7_ING User#-MP1809 User -Fox Company Run-PRA2695.E GENERAL INFORMATION Floor Area ................. 2695 sf Volume ..................... 23929 cf Front Orientation.......... Front Facing 90 deg (E) Sizing Location............ OROVILLE RS Latitude ................... 39.5 degrees Winter Outside Design...... 30 F Winter Inside Design....... 70 f` Summer Outside Design...... 104 F Summer: Inside Design....... 78 F Summer Range ............... 37 F Interior Shading Used...... Yes Exterior Shading Used...... No Overhang Shading Used...... Yes Latent Load Fraction....... 0.30 HEATING AND COOLING LOAD SUMMARY Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factotir�"uch�f�"'air flow :,r._ .. requirements, outside air, outdoor design temperatures, coil sizing. availability of equipment, oversizing safety m.argna„,,e^te�r{izt�artr1;'°so be considered. It is the HVAC designer's responsilail_i v. to consider all �''� rte,=�a�•;� �� 'r Heating Cooling Description (Btuh) (Btuh) Opaque Conduction and Solar...... 15364 5545 Glazing Conduction............... 4705 3058 Glazing Solar .................... n/a 5027 Infiltration ..................... 13611 5588 Internal Gain .................... n/a 2550 Ducts_ ........................ 3368 2177 Sensible Load ..................... 37048 23946 Latent Load. ................... n/a 7184 Minimum Total Load 37048 31130 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factotir�"uch�f�"'air flow :,r._ .. requirements, outside air, outdoor design temperatures, coil sizing. availability of equipment, oversizing safety m.argna„,,e^te�r{izt�artr1;'°so be considered. It is the HVAC designer's responsilail_i v. to consider all �''� rte,=�a�•;� �� 'r HVAC SIZING Page 2 HVAC Project Title.......... CUSTOM HOME Date..08/14/00 07:49:43 MICROPAS5 v5.10 File--PRA2695E Wth-CTZ11S92 Program -HVAC SIZING User#-MP1809 User -Fox Company Run-PRA2695E --------------------------------------------------------------------------------------- factors when selecting the HVAC equipment. sesign Truss Take -off .Design & Sales sistance Monte Call - -793 . Camellia Dr - Paradise, ' CA 95969 (530) 811-4132 Of f ice (530) 811.4132 FAX TRUSS ENGINEERING 71 SUBMITTALS. I Brown, Residence Blusar Manufacturing (530) 741-4920 r Truswal Systems (800) 332-4045 i N.L. - c- o G) � Co ;.[GNED BY: JOB DESCRIPTION: JOB LOCATION: 1 :r Rom Prater Hunter Dr. •.P3�..u.�.a�s.�2i.,�._ _ to.r.i�?ti�ltx�a.�f�ce....nti � _., `�'+c ... _ _' ;;* . ':�iw, .:> 1> _ ... _ `—�.►nC . :. ,. .. , _ . ........... ...:..� {``C` - - - .. .... � _ :NOIldO03 SW u0 uaqunH ualeud wOd :NOIldIH3S30 90r' :A13 03NJI!: 0 o +-J z Z c w LL m t cD 0 0 a a L a F, job Name: r hunt Truss ID: A 1 Drw TC 2x4 DFL #1 & Btr. PI=r' m spec : AmitrPI - 1995 'This truss is designed usuV the BC 2x4 EFL #1 & Btr. 7M MICN IS UE Ga4P STIE RESIII.,T OF LW -97 Code. CSI, BLK 2x4 EFL STP. ZPM MII,TIFEE LOAD CASES. Bldg F]rlosed = Yes, End tae = No Joint Locations FLAIE VALIES PER ICBO RESEAICH I7EEClU #1607. BPARIN3 RSZUIRE4FNM shear are based CNLY H=cm-.e/0--eaa Line = No,ET Category= B 1 0- 0- 0 32 0- 0- 0 m Loaded for 10 FSF r-ar><arrrent BOIL. on the truss material at each bearing. Bldg Length80.00ft, Blg width = 40.00ft, 2 1-11- 0 33 1-11- 0 <It is assumed that one face of this truss FLATITU BASED CN Ci2E N LLPIMR VALLES. Maarr roof height = 25.17ft, MFH = 75 3 3- 3- 0 34 3- 3- 0 41 < is sheathed with pl CLSB, Mood board t�arsifica= = 4, Dead Load = 21.0 psf 4 4- 0 35 4- 0 or hardooar� < sdd� 5 1- 5-11- 0 36 1- 5-]1- 0 loads masthecc iside;.:ed on 6 7- 3- 0 37 7- 3- 0 < rrn-`cnt n ;us bearing es. 7 8 8- 7- 0 9-11- 0 38 39 8- 7- 0 9-31- 0 adect e stades or gable blocks. ey rec�u� ]atecal bracir� See 9 11- 3- 0 40 11- 3- 0 Truro als ted gable bracirg detail(a). 10 12- 7- 0 41 12- 7- 0 Lateral !cede ur line with the chords have 11 13-11- 0 42 13-11- 0 fret been considered unless noted otherwise. 12 15- 3- 0 43 15- 3- 0 'hale leads and their eon-,ectims are the 13 16- 7- 0 44 16- 7- 0 responsibility of the b uildirg designer. 14 17-11- 0 45 18- 0- 0 is 19-3- 0 46 19- 3- 0 16 20-0- 0 47 20- 0- 0 17 20-9- 0 48 20- 9- 0 18 22- 1- 0 49 22- 1- 0 19 23- 5- 0 50 23- 5- 0 20 24- 9- 0 51 24- 9- 0 21 26- 1- 0 52 26- 1- 0 22 27- 5- 0 53 27- 5- 0 23 24 28- 9- 0 30- 1- 0 54 55 28- 9- 0 30- 1- 0 1-11-0 5.4.0 3-4-0 5.4.05-6-0 5-4.0 5.43.40 5-17.0 25 31- 5- 0 56 31- 5- 0 1.11.0 7.3.0 12.7-0 17.11.0 14-5-0 28.9.0 34.1.0 40.40 26 32- 9- 0 57 32- 9- 0 27 34- 1- 0 58 34- 1- 0 211-11-11 211-11-0 ; ; 28 35- 5- 0 59 35- 5- 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 1.31617 18 19 20 21 22 1? 24 2.3 26 27 28 29 30 29 36- 9- 0 60 36- 9- 0 30 38- 1- 0 61 38- 1- 0 r 6 UO 31 40- 0- 0 62 40- 0- 0 4U -U-0 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46!748 49 30 31 52 53 34 53 36 .37 38 59 60 62 1.111.11_. 5-4-0 3.4.0 3-3-0 3-5.0 5.4.0 3.4.0 5-115-11. 0 1-11.0 7.3-0 12.7.0 18-40 23-5.0 28.9.0 34.1.0 4440 Truswal Systems Plates are 20 ga. unless shown by 1118"(18 ga.) or OVER CONTINUOUS SUPPORT H"(16 ga.), positioned per Joint Report. Circled plates and false frame Dlates are Dositioned as shown above. 9/11/2000 Scale: 3/32" - 1' WAICLVILV (y Read all notes on this sheet and give a copy of it to the Erecting Contractor. TBF: 168.0 WO: RPHUNT This design is for an individual building component. It has been based on specifications provided by the component manufacturer and done in Chh: Customer Name: accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be A MFG verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on Dsgnr: #LC = 10 da this design meet or exceed the loading imposed by the local building code. It is assumed that the top chord is laterally braced by the roof or floor TC Live 16.0 psf DurFacs L=1.25 P=1.15 LC sheathing and the bottom chord is Laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for Lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture TC Dead 11.0 psf Rep Hbr Bnd 1.15 `7 content of the wood exceed 197 and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following BC Live . 0 sf O: C. S aein 4445 Northpa k Drr..AlColo Springs. CO 80907 standards: 'TRUSCOM MANUAL', by Tntswal, 'QUALITY CONTROL S'T'ANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES' - p P g 2- 0- 0 (QST -88), 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (11113-91) and'1116-91 SUMMARY BC Dead 10.0 psf Design Spec UBC -97 SHEET' by TPI. The Truss Plate Institute (PPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper I Den Ratio: W360 TC: L/480 Tp5.0 Version T6.1.5 Association (AFPA) is located at 1250 Connecticut Ave, NW, Ste 200, Washington, DC 20036. I TOTAL 37.0 psf job Name: r hunt WAKNING Read all notes on thus sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component. It has been based on specifications provided by the component manufacturer and done in accordance with the current versions of TPI and APPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be. verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utili7xd on this design meet or exceed die leading imposed by the local building code. It is assumed that the lop chord is laterally braced by the roof or floor Truss ID: Al 4 Drw : PIS X -LDC REACT SIZE IE7'D 'IC 2x4 DFL #1 & Btr. Plat x spec : ANSI/`IPI - 1995 11ve truss is designed using the 1 0- 1-12 1728 3.50" 1.84" BC 2x4 DFL .#1 & Btr. THLS LE.SIIN IS THE SITE RESULT OF LBC -97 Axle. 2 39-10- 4 1580 3.50" 1.68" PLEB 2x4 DFL Sim MII,TIPLE LOAD CASES. Bldg Disclosed = Yes, Md Zane = No BC Live .0 pef PLATE VALIES PER ICBG RESELIRCH REFCRT #1607. BFARIIr. R�IENIS shonan are based CNLY ILRrlcan7e/ooem Line = No , 0,p C &egcxy = B TC FCR AXL Ro CSI Loaded fc>r 10 PSF rrn-carxu-ref Bal. on the tniss material at each bearing. Bldg Ie-rjth = 80.00ft, Bldg Width = 40.00ft, 1-2 -2978 .14 .32 .46 PLATIN BASED CN GREEN LIBER VALLES. Pk mmnant bracitc is (by others) to Pban roof height = 25.17ft, MPH = 75 2-3 -2851 .07 .31 .37 Defl Ratio: L/360 TC: 14/480 preventrotation/�q pllrxj. See HM -91 and c9iseification = 4, Dead Lcad = 21.0 psf 3-4 -2750 .06 .38 .44 AIS I 1-1995; 10.3.4.5 and 10.3.4.6. ----------LCAD CASE #1 IESIGN ICADS ---------------- 4-5 -2242 .04 .38 .43 Dix L.Plf L.Lec R.Plf R.Loc ILVgL 5-6 -2242 .04 .38 .43 TC Vert 54.0 0- 0- 0 54.0 40- 0- 0 .59 6-7 -2750 .06 .38 .44 BC Vert 20.0 0- 0- 0 20.0 40- 0- 0 .00 7-8 -2851 .07 .31 .377'IIy1�-�e Ibs X.Lcc LLvAIL 8-9 -2978 .14 .32 .46 TC Vet 100.0 18- 9- 0 .43 TC Vert 100.0 21- 3- 0 .43 BC FCRCE AXI, IIID CSI 10-11 2595 .26 .29 .55 11-12 2145 .22 .38 .60 12-13 1648 .17 .38 .54 13-14 1648 .17 .38 .54 14-15 2145 .22 .38 .60 15-16 2595 .26 .29 .55 NEB FCRCE CSI WEB FCISE CSI 2-11 -311 .08 5-14 758 .31 4-11 561 .23 6-14 -590 .55 4-12 -590 .55 6-15 561 .23 5-12 758 .31 8-15 -311 .08 7-0-5 6-5-13 6-5-13 6-5-136-5-13 7-0-5_i = rE1rxz'ICN () : 7-0-5 13-6-3 20-0-0 26-5-13 32-11-11 40-0-0 14/999 IN MM 12-13 ( 1- -.14" D- -.18" T= -.32"20-0-0 20-0-0 --==a Joint Lxatirne - 1 0- 0- 0 9 40- 0- 0 2 7- 0- 5 10 0- 0- 0 6.00 100// 100#-6.00 3 11- 2- 4 11 8- 3-14 4 13- 6- 3 12 16- 1- 5 5-6 �F ESS! 5 20- 0- 0 13 20- 0- 0 QF Nq ��c 6 26- 5-13 14 23-10-11 7 28- 9-12 15 31- 8- 2 4-4 4-4 tL0 M E-8 �. [• 8 '%n 8 32 -3a -u 16 40- 0- 0 S=34 S 3-4-CjQJ �Q` -9 "y 10-4-3 = 2.5-4 2.5-4 11-3-15 W SHIP '= J C045982 :1) 0 3-10 3-10 _ 0-4-3 2.5-4 2.5-4 2.5-4 2.5-4 ()_q- 12/31/02 S=3-4 STATc N ECP��Q ` `n�- 21t" t 40-0-0 I : 10 11 12 13 14 15 16 8-3-14 7-9-6 7-9-6 7-9-6 5-314 OAK 0 8-3-14 16-1-5 23-10-11 31-8-2 40-0-0 "18"(18 9/11/2000 A Truswal Systems Plates are 20 ga. unless "H"(16 ga.), positioned per Joint Report. shown by ga.) or Circled plates and false Scale: 3/32" - 1' �+ [ A MFG WAKNING Read all notes on thus sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component. It has been based on specifications provided by the component manufacturer and done in accordance with the current versions of TPI and APPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be. verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utili7xd on this design meet or exceed die leading imposed by the local building code. It is assumed that the lop chord is laterally braced by the roof or floor TBF: 104.0 Chk; Dsgnr: #LC = 10 WO: RPBUNT Customer Name: da TC Live 16.0 psf DuxFaes L=1.25 P=1.15 LC sheathing and the bottom chord is Laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for Lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture TC Dead 11.0 pef Rep Mbr Bnd 1.00 AL GMS content of (lie wood exceed 19% and/or cause connector plate corrasion. Fabricate, handle, install and brace this truss in accurda nce with the following BC Live .0 pef O.C. Spacing 2- 0- 0 44aS Norlhp�c, Colo Springs. CO Ro907 standards: 'TRUSCOM MANUAL', by Tnnswal, 'QUALITY CONTROL STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES' - (QS'f-N8), 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED �VOOD'fRUSSES' - (fIID•9Q mnd'F110-91 SUMMARY BC Dead 10.0 psf Design Spec UBC -97 SI IEE7" by Till. The Truss Plats Institute (fill) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Defl Ratio: L/360 TC: 14/480 Tp5.0 Version T6.1.5 Assoccdion (APPA) is located at 1250 Connecticut Ave, NW, Ste 200, Washington, DC 20036. TOTAL 37.0 pef ob Name: r hunt �Al Truss ID: AZ 1 Drw EM X -ICC REACT SIZE RE12'D TC 2x4 DFL #1 & Btr. P1atiMe ANSI/'IPI - 1995 This truss is designed using the 1 0- 1-12 1580 3.50 1.68 BC 2x4 DFL #1 & Btr. THLS ICCi�ii IS THE C�61TE RES= CP LBC -97 Cale. 2 39-10- 4 1.580 3.50" 1.68" TAM 2x4 DFL STAN114M =PLE LOAD CASES. Bldg EYrlosecl = Yes, Ehd Zone = No - PLATE VAL E.5 PER I®0 FOMAIKH IM:(W #1607. BEARIN33 Rl�IENIS shoat are based a LY Iia-xzc� %led Line = No , Exna Category = B TC FCPCE AXL RM CSI Traded for 10 PSF rrn-cortan=ert Bal . on the truss material at each hearing. Bldg 1 = 80.00ft, Bldg Width = 40.00ft, 1-2 -2978 .14 .32 .46 PATIM BASED IN CRFEQ UMBER VALLES. Fer tnert 1:1LacinEI is (by otters) to Meath rm height = 25.17ft, NM = 75 2-3 -2851 .07 .31 .37 pprevent rotation/t PP . See HID -91 aryl C7�ssi.ficati.on = 4, Dead Load = 21.0 pef 3-4 -2750 .06 .38 .44 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or AISI/'TPI 1-1995; 10.3.4.5 aid 10.3.4.6. ----------LCAD CASE #1 LESIGIq LCADS ---------------- 4-5 -2242 .04 .38 .43 "H"(16 ga.), positioned per Joint Report. Circled plates and false Dir L.Plf L.Loc R.Plf R.Itx ILVM 5-6 -2242 .04 .38 ..43 TC Vert 54.0 0- 0- 0 54.0 40- 0- 0 .59 6-7 -2750 .06 .38 .44 EC Vert 20.0 0- 0-0 20.0 40- 0- 0 .00 7-8 -2851 .07 .31 .37 zBF: 102.7 WO: RPHUNT 7ype Lbs X.Loc LL/M 8-9 -2978 .14 .32 .46 This design is for an individual building component. It has been based on specifications provided by the component manufacturer and done in TC siert 100.0 18- 9- 0 .43 Custcmner Name: TC Vert 100.0 21- 3- 0 .43 BC FCRCE AXI, EM CSI 10-11 2595 .26 :.29 .55 �/� V verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on this design the loading imposed by local building It is is Literally braced Dsgnr: #LC = 10 31-12 2145 .22 .38 .60 ril"s 12-13 1648 .17, .38 .54 TC Live 16.0 ps f DurFaes L=1.25 P=1.15 33-14 1648 .17 .38 .54 LCC sheathing and the bottom chord is Literally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for Lateral 14-15 2145 .22 .38 .60 EMMEM L 15-16 2595 .26 .29 .55 TC Dead 11.0 ps f Rep Mbr End 1.00 SYSTEM WEB FCRZE CSI D&B FCIiCE CSI content of the wood exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following 'TRUSCOM BC Live 0 sf p 2-11 -311 .08 5-14 758 .31 4445 Northpark Springs. CO 80907 4-31 561 .23 6-14 -590 .55 P 4-12 -590 .55 6-15 561 .23 7-0-5 6-5-13 6-5-13 6-5-13 6-5-13 7-0-5 5-12 758 .31 8-15 -311 .08 -1 7-0-5 13-6-3 20-0-0 26-5-13 32-11-11 40-0-0 MAK LEFLECTIal ( 14/999 IN MEM 12-13 (LIVE) 20-0-0 20-0-0 i5 Tp5.0 Version T6.1.5 In -.14" D- -.18" Tb -.32" 1 2 3 4 6 7 K 9 - Join I.cc-atiahs - 1 0- 0- 0 9 40- 0- 0 6.00 100# 100# -6.00, 2 7- 0- 5 10 0- 0- 0 5-6 3 11- 2- 4 11 8- 3-14 4 13- 6- 3 12 16- 1- 5 QFQFC$Slp�,4 6 26- 5-13 14 23-10-11 4-4 4-4 � • � Ess�y� y 8 32-11-11 ].6 40- 0- 0 5=3-4 S=3-4 4,Q4C ti i 10-4-3 10-4-3 Qy 2.5-4 2.5-4 u+ Cn SHIP rr J N 045982 73 3-10 3-10 Ex 2/31102 'k 0-4-3 2.5-4 2.5-4 S=34 2.5-4 2.5-4 n 0-4-3 ,.n �Al 40-0-0 (' lU 11 12 13 14 15 16 8-3-14 7-9-6 7-9-6 7-9-6 i 8-3-14 8-3-14 16-1-5 23-10-11 31-8-2 40-0-0 9/1112000 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or Scale: 1/8" - 1' ® "H"(16 ga.), positioned per Joint Report. Circled plates and false frame plates are positioned as shown above. r WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. zBF: 102.7 WO: RPHUNT This design is for an individual building component. It has been based on specifications provided by the component manufacturer and done in Chk: Custcmner Name: accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be �/� V verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on this design the loading imposed by local building It is is Literally braced Dsgnr: #LC = 10 da ril"s meet or exceed the code. assumed that the top chord by the roof or floor TC Live 16.0 ps f DurFaes L=1.25 P=1.15 LCC sheathing and the bottom chord is Literally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for Lateral EMMEM L support of components members only to reduce buckling length. This component shall not be pLiced in any environment that will cause the moisture TC Dead 11.0 ps f Rep Mbr End 1.00 SYSTEM content of the wood exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following 'TRUSCOM BC Live 0 sf p O. C. S nein 2 - 0- 0 g 4445 Northpark Springs. CO 80907 stvndards: MANUAL', by Truswal, 'QUALITY CONTROL STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES' - P (QST -88), 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (4116.91) and 'IIID -91 SUMMARY BC Dead 10.0 psf Design Spec UBC -97 SIIEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. 'file American Forest and Paper Defl. Ratio: L/360 TC: L/480 Tp5.0 Version T6.1.5 Association (AFPA) is located at 1250 Connecticut Ave, NW, Ste 200, Washington, DC 20036. TOTAL 37.0 psf job Name: r hunt Truss ID: A3 2 Drw BFG X-IDC REA= SIZE Fa:?'D TC 2x4 DFL #1 & Btr.Platin AMI/TPI - 1995 'This truss is desig-ed usuxj the 1 0- 1-12 1580 3.50" 1.68" BC 2x4 DFL #1 & Btr. THLS LESTI LS THE CII R)STIE RFSfII,T tom' LBC-97 Axle. 2 39-10- 4 1728 3.50" 1.84" WEB 2x4 DFL SPANf3ARD Mi ZIi3E LOAD CASES. Bld3 Rrlosed = Yes, End True = No - PLATE VAILES PER I®J RESEARCH RE UT #1607. BEARB�G REIjJUEMENIS sharm are lased CNLY Fl=catae/Oc�i Line = No , E� Category = B TC FLRCE AXL HID CSI Itxaded fcr 10 PSF rnz- BZL. ca the truss material at rich beari -S. Bld3 = 80.00ft, Bldg Width - 40.00ft, 1-2 -2978 .14 .32 .46 PLATIM BASED CN GZaN LLMEFR VAILES. bracing is (by ctiLta) to Maur s height 25.17ft, MFH = 75 2-3 -2851 .07 .31 .37 pr rctatier>/tcpp use See HIB-91 and Classificatirn = 4, Dead Lead = 21.0 pef 3-4 -2750 .06 .38 .44 P1S I 1-1995; 10.3.4.5 mrd 10.3.4.6. ---------LQAD CAM #1 LE3IW I113L6 ---------------- .4-5 -2242 .04 .38 .43 Dir L. Plf L.Loc R. Plf R.Lcc LL MT. 5-6 -2242 .04 .38 .43 TC Vert 54.0 0- 0- 0 54.0 40- 0- 0 .59 6-7 -2750 .06 .38 .44 BC Vert 20.0 0- 0- 0 20.0 40- 0- 0 .00 7-8 -2851 .07 .31 '.37 Lbs X.Lac 8-9 -2978 .14 .32 .46 TC Vert 100.0 18- 9- 0 LL 43 TC Vert 100.0 21- 3- 0 .43 BC FQ7CE AXL EM CSI 10-11 2595 .26 .29 .55 11-12 2145 .22 .38 .60 12-13 1648 AV .38 .54 13-14 1648 .17 .38 .54 14-15 2145 .22 .38 .60 15-16 2595 .26 .29 .55 VEB FLRCE CSI WFB I= CSI 2-11 -311 .08 5-14 758 .31 4-n 561 .23 6-14 -590 .55 4-12 -590 .55 6-15 561 .23 5-12 758 .31 8-15 -311 .08 7-0-5 6-5-13 6-5-13 6-5-13 6-5-13 7-0-5 M x DEFLE]rTICN ( -- W999 IN MEM 12-D (LIVE) 7 0-5 13-6-3 20-0-00 26-5-133 32-I1-1 11 40-U-U In -.14" D- -.18" rr-- -.32" 20-04) 20-0-0 1 2 3 4 t5 6 7 8 9� Joint. Lxaticras ®- 2 7- 0- 5 10 40- 0- 0 6.00100// 1001! 3 11- 2- 4 11 8- 3-14 4 13- 6- 3 12 16- 1- 5 5-6 5 20- 0- 0 13 20- 0- 0 6 26- 5-13 14 23-10-3.1 QFESSIGA 8 32-11-11 16 40- 0- 0 4-4 4-4 5=3-4 Q O Q n l i 5=3-4 �� �sl� �.y �, IV 111-4-3 `� y�' t,S' G 2.5-4 2.5-4 11-3-15 SHIP to in 3-10 3-10 `_ N. 45982 7J 9 0-4-3 2.5-4 2.5-4 2.5-4 2.5-4 0-4- S=34 * Ex 12/31/02 rq o N� FOP�`P 4000 10 11 12 13 14 15 16 f 8-3-14 7-9-6 .7-9-6 7-9-6 8-3-14 8-3-14 16-1-5 23-10-11 31-5-2 40-0-0 p1aJ Truswal Systeme Plates are 20 ga. unless shown by "18"(18 ga.) or Scale: 3/32" . 1' "H"(16 ga.), positioned per Joint Report. Circled plates and false frame Plates are positioned as shown above. WARNING Read all notes on thus sheet and give a copy of it to the Erecting Contractor, TBE: 104.0 WO: RPHUNP This design is for an individual building component. It has been based on specifications provided by the component manufacturer and done in C2 k: Custcmter Name: WSNM=r,1S accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to beI Ft M��venfied by the component manufacturer'and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on Degnr: #LC = 10 da this design meet or exceed the loading imposed by the local building code. It is assumed that the top chord is Literally braced by the roof or flour TC Live 16.0 pef DurFaes L=1.25 P=1.15 LC sheathingand the bottom chord is Laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for Lateral support of components members only to reduce buckling length. This component shall not be placed hn any environment that will cause the moisture TC Dead 11.0 pef Rep Mbr Bnd 1.00 content of the wood exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss hn accordance with the followingTRBC Live .0 pef O.C.Spacing 2- 0- 0 4445 Northpark_<., Colo Springs, CO 80907 standards: 'TRUSCOM MANUAL', by Tntswal, 'QUALITY CONTROL STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES' - (QST-88), 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (11113-91) and 'HIB-91 SUMMARY BC Dead 10.0 pef Design Spec UBC-97 SHEET" by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Deft. Ratio: Lt/360 TC: In/480 TpS.O Version T6.1.5 Association (APPA) is located al 1250 Connecticut Ave, NW, Ste 200, Washington, DC 20036. TOTAL 37.0 pef Job Name: r hunt Truss ID: A4 1 Drw EM X -LCC REP= SIZE RB,�'D TC 2x4 DFL #1 & Btr. Plat' s� ANSI/fiPI - 1995 'Iiia truss is designed usuxj the 1 0- 1-12 2107 3.50 2.25 EC 2x4 DFL #1 & Btr. THIS D IIN LS ME CUIP SPIE RE= OF L13C-97 Woe. 2 39-10- 4 1946 3.50" 2.08" NEE 2x4 DFL SiPNMRD N6 MPLE LOAD CASES. Bldg aclosed = Yes, aid Zorle = Db - FU ELK 2x4 EFL #1 & Btr. EFARRNG. RE)WIREPSIIS sh3An are based CNLY Ha moans/Ocean Line = lb Category = B TC FORCE AXI, IIID CSI CBI. ELK 204 DFL SRS on the truss material at eadi bearisrJ. Bldg Langth = 80.00ft, Bldg Ffidth = 40.00ft, 1-2 -3855 .28 .47 .76 Icaded for 10 FSF non -cora urrent BOLL. PLPUE VALLES PER ICBG Fd SEAR C1i REPCRr #1607. Mean roof lrigl� = 25.17ft, MPFI = 75 2-3 -3729 .11 .33 .44 Cable blocks are 2x 4 Q 16.0 in. o. c. MX. I�mm�,t rotat c is re?Z d (by others) to Classification = 4, Dead Load = 21.0 pef 3-4 -3629 .10 .34 45 <It is assumed that one face of this truss pY rctatirn/tc}pLir . See HIB -91 and----------LCAD C9M #1 EMICN LOADS ---------------- 4-5 -2798 .06 .34 .40 < is sheathed with pl QSB, wood board IABD 1-1995; 10.3.4.5 arrl 10.3.4.6. Dir L.Plf L.Lec R.Plf R.Loc Ila/'II, 5-6 -2716 .06 .36 .42 < siding or liarciboard siding. If riot, PLAMZ BASED IN GREEN LLMCER VALLES. TC Vert 54.0 0- 0- 0 54.0 40- 0- 0 .59 6-7 -3221 .08 .36 .44 < additional lids trust be considered on EC Vert 55.0 0- 0- 0 55.0 27- 0- 0 .28 7-8 -3321 .09 .29 .38 < nan-cantiriucus bearurj �es. BC Vert 20.0 27- 0- 0 20.0 40- 0- 0 .00 8-9 -3449 .18 .31 :.49 =useadequate s�les gable blo6m. 10-11 3384 .444 .50 .994 Latexal /cads an line withle hthee dirit� hmm 11-12 2703 .35 .51 .86 riot beat considered unless noted otherwise. 12-13 1988 .26 .51 .77 Morse loads arld th , eav-ectiarns are the 13-14 1988 .19 .52 .72 responsibility of tl�e building designer. 14-15 2568 .34 ,.44 .78 15-16 3015 .30 .28 .58 11EB FAKE CSI I NEB FCRCE CSI 2-11 -327 .09 5-14 1000 .41 4-11 935 .38 6-14 -576 .54 4-12 -738 .69. 6-15 557 .23 5-12 1203 .49 8-15 -308 .08 . 7-0-5 6-5-13 6-5-13 6-5-13 6-5-13 7-0-5 WX EEF=CI1I ( 7-0-5 13-6-3 20-0 0 26-5-13 32-11-11 40-0-0 14/999 IN MFM 12-D (LSVE) 1- -.20" D= -.27" T-- -.47" 20-0-0 20-0-0 1 2 3 4 5 6 7 8 9 - Joint Locaticns -- 1 0- 0- 0 9 40- 0- 0 2 7- 0- 5 10 0- 0- 0 3 11- 2- 4 11 8- 3-14 4 13- 6- 3 12 16- 1- 5 5-6 5 20- 0- 0 13 20- 0- 0 6 26- 5-13 14 23-10-11 e 32-11-111 6 40- 0- 0 S=3-4 4-4 4-4 ZS=3 4 �P�OPC FM ESN4, 10-4-3 2.5-4 2.5-4 11-3-15 o Q� Sq- 5-6 5-6 SHIP Qj m m s 3-6 4-4 s cc C045982 0-4-3 il 3-4 4-4 S=31-4 4.4 2.5-4 0-4- Z 1'Y1'ICAL'L 1'L 5- 10 11 12 13 14 15 16 5-3_ 14" 7-9-6 l 7-9-6 7-9-6 8-3-14 8-3-14 16-1-5 23-10-11 31-8-2 40-0-0 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or ^H"(16 ga.), positioned per Joint Report. Circled plates and false 2;-" 12/31/02 CMA. off. 9/11/2000 Scale: 3/32" - 1' q,V WAIUVINU Read all notes on this sheet and give a copy of it to the Erecting Contractor. TBF: 148.7 WO: RPHUNT * This design is for an individual building component. It has been based on specifications provided by the component manufacturer and done in Cbk: Customer Name: accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be Add FG verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the lards utilized on Degnr: #LC = 10 da AB this design meet or exceed the loading imposed by the local building code. It is assumed that the lop chord is Literally braced by the roof or floor TC Live 16.0 pef DurFaca L=1.25 P=1.15 � /149 a � sheathingand the bottom chord is literally braced by a rigid sheathing material directly attached, oarless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture TC Dead 11.0 pef Rep Nbr Bnd 1.00 s TRUSWAL SYSTEMS' content of the wood exceed 1970 and/or cause connector plate corrosion. Fabricate, handle, install and brace this moors in accordance with the following 'TRUSCOM 'QUALITY HC Live 0 pa f O. C. Spacing 2- 0- 0 4445 Northpark Dr., Colo Springs, CO 80907 standards: MANUAL', b TnrsvnlCONTROL STANDARD FOR METAL PLATE CONNECTED WOO' y , Q D TRUSSES - (QST -88), 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (F116-91) and 'FIID-91 SUMMARY BC Dead 10.0 e f p Desi Spec UBC -97 9n p SHEET' by TPI. The Truss Plane Institute (rPI) is looted at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper D_fl Ratio: 14/360 TC: 14/480 Tp5.0 Version T6.1.5 Association (AFPA) is located at 1250 Connecticut Ave, NW, Ste 200, Washington, DC 20036. TOTAL 37.0 pe f job Name: r hunt Truss ID: A5 5 Drw EM X -LDC REALT SIZE REQ'D 'IC 2x4 DFL #1 & Btr. I13rkm the rac)uisetstt fc>r lateral facing This truss is designed using the 1 0- 2-12 1628 5.50" 1.74" BC 2x6 EFL #2 ® at eadz lccatl sha n. Lateral bracing LEC -97 Cure. 2 39- 9- 4 1628 5.50" 1.74" 2x4 EFL #1 & Btr. 16-18 syststB vktidi includecr x- bracang Bldg Enclosed =Yes, E7rl 7a�e = Db - WEB 2x4 DFL SIS are the ibility building the Fimzcarne/Cbezm Line = th , ENV Categcry = B TC FCRCE AM END CSI 1-2 -4918 Pl=t;m sAMI/TPI - 1995 'THIS DESNac IS rn E CI7VlPCSrM RES= CF c�si��� Sys BRACE -IT nay be use3 four it as lateral bracing Bldg Iagth = 80.00ft, Bldg Width = 40.00ft, Mean height .23 .13 .36 2-3 -4869 .33 .31 .64 WMPLE LMD akcM. c cn trusses 24" oc. Alternatively, use roof = 25.17ft, MHA = 75 CTassificatirn = 4, Dead Lead = 21.0 pef 3-4 -4227 .14 .12 .26 BFARM REIXI�NIENTS shmm are based ONLY scabs cin• fi-kzraeee as slto+aZ m TYusnal 4-5 -4183 .14 .17 .31 cn the truss material at eadi bearing. Systems starr)ard details. 5-6 -2095 .07 .25 .32 Loaded fcr 10 PSF rrn-cn>urrett BCiL. BATE VALLES PER ICED RESEARCH REP1a' #1607. 6-7 -2087 .04 .30 .34 PLATIN BASED CN Chi UMEFR VALIE4. 7-8 -2179 .04 .30 .34 8-9 -2276 .04 .27 .31 9-10 -2730 .06 .31 .37 EC FC%E AXI, END CSI 11-12 4458 .58 .36 .94 12-13 4536 .59 .36 .94 13-14 4451 .58 .05 .63 14-15 3808 .49 .12 .61 15-16 2068 .21 .22 .43 16-17 2367 .31 .09 .40 17-18 2369 .31 .16 .47 WEB FCRC.E CSI WEB FCRCE CSI 2-12 -147 .02 6-15 1462 .59 2-13 81 .03 7-15 -240 .27 3-13 177 .07 7-16 -127 .10 4-6-0 -.� 9-4-8 6-- 1 8 l 6-5-13 6-5-13 7-0-5 3-14 -590 ..23 9-16 -470 .40 4-6-0 13-10-8 20-0-0 26-5-13 32-11-11 40-0-0 5-14 2231 '.91 9-17 187 .08 5-15 -2441 .81 20-0-020-0-0 t6 1 2 5 7 9 IU MAX )>EEZEvITCN (spare) : 14/999 IN MEM 14- 1= -.29" D= -.38" Z` -.66" 6.00 = Joint L•xaticrs == 5-6 1 0- 0- 0 10 40- 0- 0 2 4- 6- 0 11 0- 0- 0 5-8 3 9- 2- 4 12 4- 6- 0 431- 2- 4 13 9- 2- 4 5 13-10- S=44 4-4 S=34 e �• is Fy 8 14 13- 8-12 6 20- 0- 0 15 20- 0- 0 1U -a-3 4_4 7 26- 5-13 16 27- 0- 0 a -a 11-3-1s 8 28- 9-12 17 32-11-11 SHIP Q (C1 9 32-11-1a 18 40- 0- 0 �44 3366 3-4 3-31-1;3 3-lU °C N 045982 x 4 - _ 0-4-3 8-8 2.5-4 0.4. * P. ! 1102 *• 0-!�8 3.00 -3.00 S C „ �P 1 13-0-0 OFCA1�F�P� + + 2� 13-3-4 40-0-0 2 ; i` i 11 12 13 14 15 16 17 18 1 " 4-6-09-2-126-3-4 7-0-0 5-11-11 7-0-5--t 0� 4-6-0 i 13-8-12 20-0-0 27-0-0 32-11-11 40-0-0 Truewal Systems "18"(18 9/11/2000 /11 2000 Plates are 20 ga. unless shown by ga.) or "H"(16 ga.), positioned per Joint Report. Circled plates and false Scale: 3/32" 1' VV 1MVLLV U Read all notes on this sheet and give a copy of it to the Erecting Contractor. TBF: 114.1 WO: RPRUNT This design is for an individual building component. It has been based on specifications provided by the component manufacarer and done in Chk; Customer Name accordance with the current versions of TPI and APPA design standards. No responsibility Ls assumed for dimensional accuracy. Dimensions are to be B is AR '1 FG verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads ulil¢ed on Degnr: #LC = 10 da + this design meet or exceed the loading imposed by the local building code. It is assumed that the top chord is laterally braced by the rail or Moor TC Live 16.0 psf DurFaes L=1.25 P=1.15 sheathing and the bottom chord is Literally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for Lateral ' support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture TC Dead 11.0 psf Rep Mbr Bnd 1.15 content of the wood exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following BC Live .0 psf O.C. Spacing 2- 0- 0 TRUSWAL STEM standards: 'TRUSCOM MANUAL', b Truswal, 'QUALITY CONTROL STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES' - 4445 Northpark Uc. t:alp Springs, CO 80907 y Q t (QST -88), '14ANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES'- (MIB-91)and'IIIB-91 SUMMARY BC Dead 10.0 psf Design Spec UBC -97 SHEET' by'rPl. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and PaperDefl Ratio: 14/360 TC: W480 Tp5. 0 Version T6.1.5 Association (AFPA) is located at 1250 Connecticut Ave, NW, Ste 200, Washington, DC 20036. TOTAL 37.0 ps f 9 job Name: r hunt CSI Truss ID: A6 4 Drw EM X -I OC REACT SIZE Rg2'D TC 2x4 DFL #1 & Btr. Detrtes the recluisataht. fcr lateral Inacuig UPLSFT FlF'/=CN(S) 7-17 -584 1 0- 2-12 2 34- 9- 4 1449 5.50 1886 5.50" 1.54 1.64" BC 2x6 DFL #2 2x4 LPL #1 & Btr. 17-19 ® at each location shotwh. Lateral bracing systems 4ti.ch include di cr x -bracing 2 -106# This. is designed using the - 5-15 1901 .75 9-18 -1485 WEB 2x4 DFL SnVIDAiD are the �a ibility o the building LEC -97 Code. `IC FCRCE AXL HID CSI Platirzd qac AMI/IPI - 1995 �tB clasigr TYue al BRACE-rr nay be Bldg Brcloced = Yes, Etzl Zcne = No r 1-2 -4258 .17 .12 .29 THLS DSICi1 IS ME C UVECi1TE FET CIF' used for sorb irax�us knacinxJ m H ric ane/Cke2i7 Line = No, Cbtegcry = B -.48" 2-3 3-4 -4111 -3455 .22 .29 .51 hIII,TLFLE LOAD CASES. ffi4RM F'sWnRa 7m shank are based CNLY tstasses 24" ac. Alr�.,cr,,,el ,use Bldg Length = 80.00ft, Bldg Width = 40.00ft, Mean height 4-5 -3411 .09 .09 .14 .22 .23 .30 on the truss material at each bearing. System stanard details. roof = 25.17ft, MPH = 75 CLassificatiai = 4, Dad Iaad = 21.0 pef .12" 5-6 -16014 .03 .27 .30 loaded for 10 FSF nrn-cmo=xert BC11 . PLAM VAIIES FER ICED 102ARCH REPOU #1607. ----------LCAD CASE #1 IESI(3V LOADS ---------------- 6-7 7-8 -1601 -1337 .02 .01 .38 .38 .40 .39 PLAMIG BASED CN CTEV LIMBER VAUES. Pertr=ent bracing ad (by ctlhere) to See HIB -91 and Dir L.Plf L.Lr-c R.Plf R.Loc TC Vert 54.0 0- 0- 0 54.0 40- 0- 0 LLy' T. 8-9 -1437 .02 .25 .27 np'rcS•;p^ OQ^ /ql ES Fti 1-1996; 10.3.4.5 alrl 10.3.4.6. BC Vert 20.0 0- 0- 0 20.0 35- 0- 0 .59 .00 9-10 377 .05 .28 .30 4 11- 2- 4 14 9- 2- 4 BC Vert 28.0 38- 0- 0 28.0 40- 0- 0 .12 10-31 431 .06 .25 .30 5 13-10- 8 15 13- 8-12 BC FCRCE AXL HID CSI R' 12-13 3858 .49 .34 .83 to Cn v 13-14 3923 .50 '.34 .84 = 2.5-4 1 = 14-15 3751 .47 ..05 .52 34- 9- 4 0-4-3 8-83 0-4_ 15-16 3107 .29 .21 .50 9 32-11-11 19 10 34- 9- 4 40- 0- 0 16-17 1345 .13 .21 .34 . o0f13-3-45-0-0 17-18 678 .04 .33 .38 �3 13-3-4 t t 13-0-0 r C 18-19 -321 .00 .33 .33 ¢: WEB FCRIE CSI; WEB MRCS CSI 2-13 -110 .02 2-14 -163 .06 6-16 1030 7-16 162 .40 .07 4-6-0 9-4-8 6-1-8 6-5-13 6-5-13 7-0-5 � T� -� � � 3-14 192 .08 7-17 -584 .44 4-6-0 13-10-8 20-0-0 26-5-13 32-11-11 40-0-0 3-15 -602 .23 9-17 828 .34 5-15 1901 .75 9-18 -1485 .42 20-0-0 t 20-0-0 5-16 -2126 .95 10-18 -226 .04 1 2 3 4 5 6 7 8 9 10 11 r LV999�T 15(166 (=) 6.00 M F -.48" t aLE) CN (c�11) • 5-6 W999 IN MEM 18-19 (LIVE) Ir= _05"D= .07"76 .12" 5-6 4-4 _�= Joint Locatirns -= 1 0- 0- 0 11 40- o- 0 I S=34 I 4-q S=34 np'rcS•;p^ OQ^ /ql ES Fti 2 4- 6- 0 12 3 9- 2- 4 13 0- 0- 0 4- 6- 0 10-4-3 3-6 11-3-15 �� ``0 �'' s C, 4 11- 2- 4 14 9- 2- 4 4-4 2.5-4 SHIP 5 13-10- 8 15 13- 8-12 4-4 R' 4-4 3-4 3-3-13 3- 3-4 to Cn v 7 z6- s-13 17 27- o- o = 2.5-4 1 = o. 0045982 a) 8 28- 9-12 18 34- 9- 4 0-4-3 8-83 0-4_ _j 9 32-11-11 19 10 34- 9- 4 40- 0- 0 * E 112131102 . o0f13-3-45-0-0 �3 13-3-4 t t 13-0-0 r C 2 40-0-0 OF CA1 �F ¢: + 12 13 14 15 16 17 18 19 4-6-0 9-2-12 6-3-3- 4 7-0-0 7-9-4 5-2-12 4-6-0 13-8-12 20-0-0 27-0-0 34-9-4 40-0-0 9/11/2000 7 / 1 1 2000 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or Scale: 3/32" - 1' m "H"(16 ga.), positioned per Joint Report. Circled plates and false �) frame plates are positioned as shown above. WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. TBF: 116.0 WO: RPBUNT This design is for an individual building component. It has been based on specifications provided by the component manufacturer and done in Chic: Cuetc imer Name: accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensiontil accuracy. Dimensions are to be AFG verified by the component nna nfacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on design loading Dsgnr: #LC = 13 da this meet or exceed the imposed by the local building code. It is assumed that the top chord is Laterally braced by the roof or Boor TC Live 16.0 ps f DurFaee L=1.25 P=1.15 ®rOk L/±3 sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral m� support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture TC Dead 11.0 pef Rep I�r Bnd 1.00 TR8MS �y content of the wood exceed 19% and/or cause connector plate corrosion. Fabricate, handle, hnstdl and brace this truss in accordance with the following standards: 'TRUSCOM MANUAL', -by fruswal, 'QUALITY CONTROL STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES' Q BC Live . 0 pef O. C. Spacing 2- 0- 0 44. r., prings, o 80907 y - (QsT-88), 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (11I0-91) and 'HIB -91 SUMMARY BC Dead. 10.0 pef Design Spec UBC -97 Fil SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Defl Ratio: L/360 TC: L4/480 TP5. 0 Vero T6.1.5 Association (APPA) is looted at 1250 Connecticut Ave, NW, Ste 200, Washington, DC 20036. TOTAL 37.0 ps f Job Name: r hunt 40-0-0 ;.. Truss ID: A7 1 Drw 6. 32 33 34 35 36 37 38 39 40 41 42 43 44 45 464748 49 SO 51 32 33 34 SS 36 57 58 59 60 662 {�•p, &•''� TYI;R PDAIT .2.5-4 4 �+ 1 TL 2x4 DFL #1 & Btr. Plating spec - AMI/IPI - 1995 'This truss is designed usirrj the WARNING Read all notes on this skeet and give a copy of it to the Erecting Contractor. 166.7 WO: RPHUNT t.LLI�i1L�� SAIc MFG BC 2x4 DFL #1 & Btr. 'THIS LFSI(N IS THE CaVlFOSnE RESULT OF LBC -97 Ctde. LLCsheathing TRUSWAL Srk Dr.. S 4445 Northpark Dr., Colo Springs. C080907 TP5. 0 Version T6.1.5 this design meet or exceed the loading imposed by the lcal building code. It is assumed that the top chord is laterally braced by the roof or floor and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for Lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture content of the wood exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace Ibis truss in accordance with the following standards: 'TRUSCOM MANUAL', b Truswal, 'QUALITY CONTROL STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES' - y (QST -88), 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (IIIB-91) and 'IIIII-91 SUMMARY SKEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 1250 Connecticut Ave, NW, Ste 200, Washington, DC 20036. TC Live 16.0 pe f TC Dead 11.0 pef BC Live .0 pe f BC Dead 10.0 pof TOTAL 37.0 pe f DurFacs L=1.25 P=1.15 Rep Nbr Bnd 1.15 O.C. Spacing 2- 0- 0 Design Spec UBC -97 Defl Ratio: LV360 TC: Lt/480 CEL BLR 2x4 EM Sly M MPLE LOAD CASES. Bldg Enclosed = Yes, 2r)d No - = Joins Locatiais PLATE VAL ES PER ICBJ RSI RERW #1607. BEARIIM REIZIM� sln n are based CNLY H trr icane/Ocean Line = thEXp Chtegm-y = B 1 0- 0- 0 32 0- 0- 0 Loaded for 10 PSF rrnrn -ea,rrent BUT . on the truss material at each bearing. g. -gt1� Bldg I�80.00ft, Bldj Width = 40.00ft, 2 1-11- 0 33 1-11- 0 <It is assurred that one face of this truss PLA= BASED CN t3ZEEN LLKM VAUES. Min roof heir 25.17ft, MPH = 75 3 3- 3- 0 34 3- 3- 0 < is sheathed with pl CSB, board Caassificaticn = 4, Dead Load = 21.0 pef 4 4- 0 35 4- 0 or hardl=wid < sdd� 5 1- 5-11- 0 36 1- 5-11- 0 loads trustheconsidered on 6 7- 3- 0 37 7- 3- 0 < �z-�ir�u�us ea 1j h>ay k1o:]®. 7 8 8- 7- 0 9-11- 0 38 39 8- 7- 0 9-11- 0 use adec�aate staples or gable e strx3seurgrrgzY�xeegd ugarebllateral See 9 11- 3- 0 40 11- 3- 0 TrUgAMISLateral lids in 10 11 12- 1- 0 13-11- 0 41 42 12- 1- 0 13-11- 0 line with�drnds have rot bEmn osnsidered unless rated otherwise. 12 15- 3- 0 43 15- 3- 0 These leads and their c--rr chars are the 13 16- 7- 0 94 16- 7- 0 ihilit of the huil �'� Y duzJ designer. 14 17-11- 0 45 18- 0- 0 15 19- 3- 0 46 19- 3- 0 16 20- 0- 0 47 20- 0- 0 17 20- 9- 0 48 20- 9- 0 18 22- 1- 0 49 22- 1- 0 19 23- 5- 0 50 23- 5- 0 1 20 24- 9- 0 51 24- 9- 0 21 26- 1- 0 52 26- 1- 0 22 23 27- 5- 0 28- 9- 0 53 54 27- 5- 0 28- 9- 0 1.11.0 4-40 4-0.0 4-0-0 4-0-0 4.2.0 4.0-0 4-0-0 440 4-0.0 24 30- 1- 0 55 30- 1- 0 1.11.0 5-11.0 9.11.0 13.11.0 17-11-0 22-1.0 26.1.0 .441.0 34-1-0 .48.1-0 25 31- 5- 0 56 31- 5- 0 20-0-0 20-11 () 26 32- 9- 0 57 32- 9- 0 27 34- 1- 0 58 34- 1- 0 1 2 3 4 5 6 7. 8 9 10 11 12 13 14 151617 18 19 20 21 22 23 24 25 26 27 28 29 301 28 35- 5- 0 59 35- 5- 0 29 36- 9- 0 60 36- 9- 0 1 6.00 -6.001 30 38- 1- 0 61 38- 1- 0 31 40- 0- 0 62 40- 0- 0 10-4-3 S 4-4 0-4-3 M ESS,9Ftic J NA 45982 70 1 IN X 40-0-0 ;.. oFrcA`F°P�\P 6. 32 33 34 35 36 37 38 39 40 41 42 43 44 45 464748 49 SO 51 32 33 34 SS 36 57 58 59 60 662 {�•p, &•''� TYI;R PDAIT .2.5-4 4 �+ 1 1-11-0 4 40 4-40 4.40 4-1.0 4-1_0 4-4� 4-40 4-4� 4-40 1-11-0 5.17.0 9-11.0 13-11-0 18.40 22-1-0 26.1-0 30-1-0 34.1.0 38-1.0 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or OVER CONTINUOUS SUPPORT "H"(16 ga.), positioned per Joint Report. Circled plates and false frame plates are positioned as shown above. 9/11/2000 Scale: 1/8" - 1' V-TBF: WARNING Read all notes on this skeet and give a copy of it to the Erecting Contractor. 166.7 WO: RPHUNT t.LLI�i1L�� SAIc MFG This design is for an individual building component. It has been based on specifications provided by the component tnanufacmrer and done bi accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimemiotml accuracy. Dimensions are to be verified b the component manufacturer and/or buildingdesigner prior to fabrication. The buildingdesigner shall ascertain that the loads utilized on Chk: Dsgnr: #LC 10 Customer Name: da LLCsheathing TRUSWAL Srk Dr.. S 4445 Northpark Dr., Colo Springs. C080907 TP5. 0 Version T6.1.5 this design meet or exceed the loading imposed by the lcal building code. It is assumed that the top chord is laterally braced by the roof or floor and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for Lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture content of the wood exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace Ibis truss in accordance with the following standards: 'TRUSCOM MANUAL', b Truswal, 'QUALITY CONTROL STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES' - y (QST -88), 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (IIIB-91) and 'IIIII-91 SUMMARY SKEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 1250 Connecticut Ave, NW, Ste 200, Washington, DC 20036. TC Live 16.0 pe f TC Dead 11.0 pef BC Live .0 pe f BC Dead 10.0 pof TOTAL 37.0 pe f DurFacs L=1.25 P=1.15 Rep Nbr Bnd 1.15 O.C. Spacing 2- 0- 0 Design Spec UBC -97 Defl Ratio: LV360 TC: Lt/480 Job Name: r hunt 18-0-0 ' Truss ID: B : 1 Dr-wjX000255106-009 BFr. X -IAC Rl�ACI' SIZE RQz'D 1 0- 2-12 795 5.50" 1.50" TC 2x6 TFL #2 2x4 LIFI, #1 & Btr. 1-3 P3=r' spec PMI/'IPI - 1995 m Mns design rn did bracing applied 14-0-0 2 13- 9- 4 1160 5.50" 1.50" BC 2x4 EFL #1 & Btr. THIS I IS THE CU1 CSPIE RESCII3' CF NUMPLE LOAD CASES. per the foLlodirg sdx tle: _ I'm 2x4 MSTS BEARIM rtwc o.c. frvn to TC FORCE AXL RO CSI 1-2 -1072 2x9 DFL #1 & Btr. Gffi SIS shoah are based C6LY to the truss material at each bearing. TC 24.0" 8-10-15 14- 0- 0 This truss is clesigned using the 'I'YPl PI 5-3A. .00 .11 .12 2-3 -858 .00 .08 .08 SLK 2x4 IffL STALIDARD Permanent bracing is rased (by others) to PLATE 1, L FER ICRC RESEARUi R!E= #1607. Lorded for 10 PSF ran -ca nt Par. LBC -97 Co3e. Bldg Enclosed = Yes, Find Zane No Truewal Systeme Plates are 20 ga.'unless shown by '18'(18 ga.) or "H"(16 ga.), positioned per Joint Report. Circled plates and false 3-4 -908 .01 .21 .22 4-5 -1267 .01 .14 .15 rctatiWtc�pI�i�lg. See HIB -91 and � 1-1995; 10.3.4.5 and 10.3.4.6. PLA= BASED CN GREEN LLFSER VALLES. = FL>znczlne/boem Lim = No , F� Category = B WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Bldg lar 1h - 80.00ft, Bldg Width = 40.00ft, w0: RPHUNT BC FU74CE AXL IIID CSI 6-7 917 .12 .07 .19 .Attach 2x4 gable verticals @ 24" O.C. (max.) Chk: Mean znof height = 24.17ft, Mr -H = 75 Classificatim = 4, Dead Load = 21.0 psf MFG]support 7-8 915 .12.-'.07 .19---------- 8-9 1026 .13 .10 .24 with 1.5-3 plates except as shown. See Truswal's ICAD CASE #1 1ESICN LOADS ---------------- Dir L.Plf L.Lec R.Plf R.Lec LL/IL 9-10 1025 .13 .16 .30 gable detail for suggested gable vertical bracing. DurFaee L=1.25 P=1.15 TC Vert 54.0 0- 0- 0 54.0 7- 0- 0 .59 TC Dead 11.0 pef Rep Nbr Bnd 1. 00 4445 NorthparkTrC;olo Springs, CO 80907 �" TC Vert 108.0 7- 0- 0 ?178.0 14- 0- 0 .51 4gB FQXE (SI RSB FQ2CE CSI - (QST -88), 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES'- (11IB-91) and '11113-91 SUMMARY SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The BC Vert 20.0 0- 0- 0 20.0 14- 0- 0 .00 2-7 54 .02 4-8 -339 .09 Americ:u, Porest rand Paper Association (AFPA) is located at 1250 Connecticut Ave, NW, Ste 200, Washington, DC 20036. - TOTAL Def1 Ratio: L/360 TC: L/480 2-8 -214 .06 4-9 -24 .01 37.0 pef 3-8 393 ;.16 MAX M1EZrrCN (span) ' L/999 IN M 8-9 (LIVE) I= -.02" D. -.03" Z-- -.05" - Joint L'>catiane 1 0- 0- 0 6 0- 0- 0 2 3-31- 5 7 3-11- 5 3 7- 4- 2 8 7- 4- 2 4 10- 8-15 9 10- 8-15 '2 6-7-Y 5 14- 0- 0 10 14- 0- 0 1 3 r 6.00 -6.00 8-4-3 0-4-3 'SS104i4e J NA0#982 :10 \ lkvm U131/02 /02 / 18-0-0 ' s CNk � OF cm\FO 14-0-0 ' is i 6 7 8 9 10 3-11-5� 6-9-10 -3-1 3-11-5 10-8-15 20-0-0 'I'YPl PI 5-3A. ' 9/11/2000 I Truewal Systeme Plates are 20 ga.'unless shown by '18'(18 ga.) or "H"(16 ga.), positioned per Joint Report. Circled plates and false , , Sealer 1/8' 1 frame plates are positioned as shown above. WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. TBF: 132.7 w0: RPHUNT This design is for an individual building component. It has been based on specifications provided by the component manufacturer and done in Chk: MFG]support accordance with the current versions of TPI and APPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that file loads util'ved on this design meet or exceed the loading imposed Degan: #LC = 10 Customer Name: cia .6i by the local building code. It is assumed that the top chord is Laterally braced by the roof or floor sheathing rad the bottom chord is Laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral TC Live 16.0 paf DurFaee L=1.25 P=1.15 TRU* A SYSPe IAIS of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture content of the wood exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this imis in accoi-dance will, the following TC Dead 11.0 pef Rep Nbr Bnd 1. 00 4445 NorthparkTrC;olo Springs, CO 80907 �" sLandrrds: TRUSCOM MANUAL', by Truswal, 'QUALITY CONTROL STANDARD FOR ME'T'AL PLATE CONNEC'I'IiD WOOD TRUSSES' - BC Live .0 pef O.C. Spacing 2- 0- 0 - (QST -88), 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES'- (11IB-91) and '11113-91 SUMMARY SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The BC Dead 10.0 pef Design Spec UBC -97 Tp5.0 Version T6.1.5 Americ:u, Porest rand Paper Association (AFPA) is located at 1250 Connecticut Ave, NW, Ste 200, Washington, DC 20036. - TOTAL Def1 Ratio: L/360 TC: L/480 37.0 pef job Name: r hunt VVAtUVILVCY Read all notes on this sheet and give a copy of it to the Erecting Contractor. Truss ID: B 1 ' 3 Drwg: C00025 5106-010 Elm X -IOC RD= SITE REI;2'D 'IC 2x4 rFL #1 & Btr. Plat r Epec : ANSI/IPI - 1995 'This truss is desigried usirz3 the 1 0- 2-12 1332 5.50" 1.50" BC 2x4 IFI, #1 & Btr. TM LESIGN IS THE CCMPCG= FEKW OF UBC -97 Cbde. 2 31- 9- 4 1332 5.50" 1.50" IoEB 2x4 DFL STS M MPLE 10AD CASIS. Bldg ]dosed = Yes, aid Zone = th - RATE VAILE.S FFR ICBJ RESEARCH REFa;T #1607. BEARRr, RE¢JI1REIVIENM sham are based aqX Rwrncane/Crams Line = No Category = B TC FCR AXL Mill CSI Loaded for 10 PSF rrn-oazauzent BCL. cn the Buss material at each bearing. Bldg loxjth = 80.00ft, Bldg Width = 40.00ft, 1-2 -3719 .12 .54 .65 support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture PLATM BASED CN GREEN LLMFER VAT.LES. Meath roof heigIt- = 24.17ft, MPH = 75 2-3 -2621 .15 .41 .56 content of the wood exceed 1970 and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following 'TRUSCOM 'QUALITY BC Live .0 of P Classification = 4, Deed Load = 21.0 psf 3-4 -2621 .15 .41: .56 standards: MANUAL', b Truswal, CONTROL STANDARD FOR METAL PLATE CONNL'CPED WOOD TRUSSES' - y Q 4-5 -3720 .32 .54 .65 (QST -88), 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (1418-91) and '1416-91 SUMMARY BC Dead 10. 0 psf Design Spec UBC -97 BC FAKE: AXL HID CSI SKEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Defl Ratio: Lt/360 TC: 14/480 6-7 3347 .43 •'.32 .75 Association (AFPA) is located at 1250 Connecticut Ave, NW, Ste 200, Washington, DC 20036. TOTAL 37.0 psf 7-8 3351 .44 '.15 .59 8-9 3351 .44 .15 .59 9-10 3347 .43 .32 .75 VM F= GSI F]EB FIRCE CSI r 2-7 165 .07 4-8 -968 1.00 2-8 -968 1.00 4-9 165 .07 3-8 1849 .75 MX TEFfF}`ITCN (spars) LV999 IN MEM 7-8 (LZ E) LF -.29" D- -.38" T= -.67" = Joint T-t-icm 1 0- 0- 0 6 0- 0- 0 8-3-15� 7-8-1 7-8-1 8-3-15 z 8- 3-15 7 8- 3-15 3 16- 0- 0 8 16- 0- 0 8-3-15 16-0-0 23-8-1 32-0-0 4 23- 8- 1 9 23- 8- 1 t 16-0-0 16-0-0 5 32- 0- 0 10 32- 0- 0 1 2 t 3 4 5 r ----I 1 6.00 60 0 t 0 -s5„ -t815- 3.00 -3.00 0-0-!h8- t i 15-6-8 2-0-0 6 7 8 9 10 8-3-15 7-87-8-1 7-8-1� 8-3-15� 8-3-15 16-0-0 23-8-1 32-0-0 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or 'H"(16 ga.), positioned per Joint Report. Circled plates and false frame Dlates are positioned as ahnwn nhn- t. 9-3-15 SHIP 0-4-3 /�Q�Q;�. M ESs9 q u Q � � iJnNO CIV=9 �/ C N`\. 0`A 9/11/2000 Scale: 1/8" 1' "s VVAtUVILVCY Read all notes on this sheet and give a copy of it to the Erecting Contractor. TBF: 70.7 w0: RPBUNT This design is for an individual building component. It has been based on specifications provided by the component manufacturer and done in tom: Customer Name: ...:t accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be FGverified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on Dsgnr: #LC - 10 cia this design meet or exceed the loading imposed by the local building code. It is assumed that die top chord is laterally braced by the roof or floor TC Live 16.0 psf DurFaes L=1.25 P=1.15 LLsheathing and the bottom chord is Laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for Lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture TC Dead 11.0 psf Rep Mr Bnd 1.15 TRUSWAL content of the wood exceed 1970 and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following 'TRUSCOM 'QUALITY BC Live .0 of P O. C. S aein 2- 0- 0 P g ark Dr., 4445 Nonbpark Dr., Cob Springs, CO 80907 standards: MANUAL', b Truswal, CONTROL STANDARD FOR METAL PLATE CONNL'CPED WOOD TRUSSES' - y Q � (QST -88), 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (1418-91) and '1416-91 SUMMARY BC Dead 10. 0 psf Design Spec UBC -97 SKEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Defl Ratio: Lt/360 TC: 14/480 TpS. 0 Version T6.1.5 Association (AFPA) is located at 1250 Connecticut Ave, NW, Ste 200, Washington, DC 20036. TOTAL 37.0 psf ob Name: r hunt Truss ID: B2 : 3 Drw BEZ X -IAC REACT SIZE REIQ'D TC 2x4 EFL #1 & Btr. D�ntee the rac�uise>B t far lateral bracing This truss is designed using the 1 0- 2-12 1179 5.50" 1.50" BC 2x4 LFL #1 & Btr. ® at 0-d1 locatirn show. lateral bracing LBC -97 Com. 2 31- 7-10 1179 5.50" 1.50" Wr"B 2x4 LFL S]P*IARD system Quch include duodenal or x-hmm&u�xg Bldg R-c1ceed = Yes, Did Zine = No - Plating spec - ANSI/TPI - 1995 are the ibility of the building llzricwne/CCean Lune = No RT CRtego y = B TC 1-2 FCRCE AXL BND CSI THLS IESICN IS ME Oa'�i6rIE PER= OF M]LTTPLE UTAD (7_SES. dmigl:�1 Systems mm-rr nay be for !arena! Bldg L�Ati� 80.00ft, Bldg Width = 40.00ft, 2-3 -3696 .12 -3089 .14 .54 .39 .65 .53 EE7aRIIr3 R>?�TJIRQ�IENIS sho,+nn are based CNLY used crntina3is bracing an tntsem aiaoad 24" oc. Alt�'vel , use Mei rmf heir = 24.17ft, MEH = 75 C�assificatian = 4, Dead Load = 21.0 pef 3-4 -3077 .15 .42 .57 on the truss nate is at each bearixg. stake or `I' brads as shorn on Tlw al 4-5 -3644 .12 .64 .76 RATE VALIES PER ICSO RESET<CH REQ #1607. System starx3ard details. PLAMU BASED CN GREEN UFM VALLES. Loaded for 10 ESF non -parent Bal . BC 6-7 7-8 FORCE AXL 4890 .44 4891 .60 HID .46 .25 CSI .90 .85 ++++++++++++++++++++++ Designed for 2.4 K lks drag load implied evenly along the top dxxd to the g-2 t 9-10 4867 .43 .56 .99 with d5 Ors live loads). D.F. = 1 33y HcrCz. reaction = 2.4 K lbs. ea. bearuxj. WM FORCE CSI WEE FCRCE CSI motion (by others) mast transfer equal 2-7 167 .07 4-8 -1235 .94 load to each ply (or add -m) sho n. 2-8 -12481.00 4-9 163 .06 ++++++++++++++++++++++ 3-8 2258 .86 I'M LEFLO-MCN (span) 4/999 IN M 4 8-9 (LIVE) 1- -.35" D= -.46" T= -.80" = Joint Locations = 8-38-315 7-8-1-� 7-5-1 8-2-5 i 1 0- o- 0 6 0- o- 0 2 8- 3-15 7 8- 3-15 8-3-15 16-0-0 23-8-1 31-10-6 3 16- 0- 0 8 16- 0- 0 16-0-0 15-10-6 4 23- 8- 1 9 23- 8- 1 1 2 t3 4 5 5 31-10- 6 10 31-10- 6 F6. 00 -6.00 5-6 t 8-4-3 SHIP =0-5-0 0-�;8 3.00 -3.00 0-3F 4 i 15-6-8 I 4. 15-6-8 31-10-6 f 0-1-10 6 7 8 9 10 S-1�H~- 8-3-15----1 7-8-1 i 7-8_1� 8-2-5 8-3-15 16-0-0 23-8-1 31-10-6 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or H"(16 ga.), positioned per Joint Report. Circled plates and false QF,pF ESS;ONq� MEsS�Ftic `'� o. 05982 :r * IExp.12/31/02 �sr CNW 4TE OF CAl1Fi 9/11/2000 Scale: 5/3211 - 11 WAKIVINU Read all notes on this sheet and give a copy of it to the Erecting Contractor. TBF: 66.7 Wo: RPHUNT This design is for an individual building component. It has been based on specifications provided by the component manufacturer and done in Com: Customer Name: accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensionsare to be ,1 jA� M FG verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on Dsgnr: #LC = 14 da this design meet or exceed the loading imposed by the local building code. It is assumed that the top chord is laterally braced by the roof or Moor TC Live 16.0 psf DurFaee L=1.25 P=1.15 KCUj sheathing and the bottom chord is Literally braced by a rigid sheathing material directly attached, unless otherwise noted. Bmcing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture TC Dead 11.0 ps f Rep Mbr Bnd 1.15 content of the wood exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss hi accordance with the following TRUSWALSY. S BC Live .0 pef O.C.Spacing 2- 0- 0 4445 Northpark VEColo Springs, CO 80907 standards: 'TRUSCOM MANUAL', by Truswal, 'QUALITY CONTROL STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES' - (QST -88), 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (NIB -91) and 'IiIB-91 SUMMARY BC Dead 10.0 psf Design Spec UBC -97 SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper DaR Ratio: L/360 TC: Lt/480 Tp5. 0 Version T6.1.5 Association (AFPA) is located al 1250 Connecticut Ave, NW, Ste 200, Washington, DC 20036. TOTAL 37.0 ps f job Name: r hunt WARNING Read all notes on thus sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component. It has been based on specifications provided by the component unamdacturer and done in accordance with the current versions of TPI antr1AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are lobe verified by the component nnanufacmrer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on this design meet or exceed the loading imposed by the local building code. It is assumed that the top chord is laterally braced by the roof or floor sheathing and the bottom chord is Laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture content of the wood exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following standards: 'TRUSCOM MANUAL', b Tnuswal, 'QUALI'T'Y CONTROL STANDARD FOR METAL PLATE CONNEC'TE'D WOOD TRUSSES' - y (QST -88), 'HANDLING INSTALLING AND BRACING METAL PLATO CONNECTED WOOD TRUSSES' - (1II13-91) and'1116-91 SUMMARY SI IEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 1250 Connecticut Ave, NW, Ste 200, Washington, DC 20036. Truss ID: B3 1 Drw EM X -IOC FE7 SIZE REQ'D 1 0- 4-12 1173 5.50" 1.50" TC 2x4 DFL #1 & Btr. Plating spec • AMI/IPI - 1995 This des' based rn d=d bracing applied fill 2 31- 7-10 1173 5.50" 1.50" BC 2x4 DFL #1 & Btr. WEB 2x4 Epi., STAND]M THIS EESICN IS THE C�TIE RE= CP MULTIPLE IIID CAM. per the xg sdrtltle: MR)c O.C. frcm to - FIA'IE VALLES ETR IC 8O FEM*Cli REPCIRT #1607. B&*UM I21 ITIRDENIS shwai are based CNLY EC 120.0" 0- 5- 8 9- 5- 8 TC FCRC£ AXI, EIZ CSI IrQded for 10 PSF r>cn-c==nyent Bar,. ai the truss material at each bearing. BC 120.0" 19- 6- 8 31- 6- 8 1-2 -3605 .12 .66 .78 This truss is designed using the pBASED CN CREIIV LIDPFR VAIL � 2-3 -2576 .15 .42 .57 LBC -97 Cbde. 3-4 -2576 .15 .41 .56 Bldg FYrlosed = Yee, End 7cne = No 4-5 -3617 .12 .64 .75 Hzxicane/Ovea. Lime = No ,Iii Cagy = B Bldg = 80.00ft, Bldg Width = 40.00ft, 13C FCEZCE AXE, EM CSI Meal. roof height = 24.17ft, MPH = 75 6-7 3232 .42 .45 .86 Caassificatirn = 4, Daad Lcad = 21.0 psf 7-8 3238 .42 .17 .59 8-9 3250 .42 .17 .59 9-10 3245 .42 .42 .84 WEB FORCE CSI WEB FCRCE CSI 2-7 155 .06 4-8 -908 .94 2-8 -896 .93 4-9 156 .06 3-8 1808 .73 MAX LFFIFZTTCN (spat.) W999 IN h1EM 7-8 (LNE) LF -.29"'D= -.39" T= -.68" ® Joint Irxaticm =_»_= 8-1-15 7-8-1 i 7_8.1 8-2-5 1 0- 0- 0 6 0- 0- 0 2 8- 1-15 7 8- 1-15 8-1-15 15-10-0 23-6-1 31-8-6 3 15-10- 0 8 15-10- 0 15-10-0 15-1 4 23- 6- 1 9 23- 6- 1 1. -6 t3 4 5 5 31- 8- 6 10 31- 8- 6 00 8-4-3 3-10 =0-5-3 5-6 8-4-3 SHIP 10 =0-5-0 t 3-4 /* j 9-0-0 t 12-0-0 3-4 0-.h8 z 3.00 1 1 -3.00 0-344 t 15-6-8 t 15-6-8 31-8-6 i 0-2-0 ( 0-1--10 STUB 6 7 8 9 10 STUN 8-1-15 7-8-1 -t 7-8-1-i 8-2-5 8-1-15 15-10-0 23-6-1 31-8-6 Truswal Systeme Plates are 20 ga. unless shown by "1811(18 ga.) or "H"(16 ga.), positioned per Joint Report. Circled plates and false ME �cyG � Q 9 0 045982 73 (-*\ IExo.12/31/02 CN1� �P OF CAFOPP IU 9/11/2000 Scale: 5/32" - 1' Y VP MFG TRA"Y, SY. S 4445 Northpark [7y,4Colo Springs, CO 80907 TpS . 0 Version T6.1.5 WARNING Read all notes on thus sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component. It has been based on specifications provided by the component unamdacturer and done in accordance with the current versions of TPI antr1AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are lobe verified by the component nnanufacmrer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on this design meet or exceed the loading imposed by the local building code. It is assumed that the top chord is laterally braced by the roof or floor sheathing and the bottom chord is Laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture content of the wood exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following standards: 'TRUSCOM MANUAL', b Tnuswal, 'QUALI'T'Y CONTROL STANDARD FOR METAL PLATE CONNEC'TE'D WOOD TRUSSES' - y (QST -88), 'HANDLING INSTALLING AND BRACING METAL PLATO CONNECTED WOOD TRUSSES' - (1II13-91) and'1116-91 SUMMARY SI IEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 1250 Connecticut Ave, NW, Ste 200, Washington, DC 20036. TBF: 90.0 Chk: Dsgnr: #LC = 10 WO: RPHLTNT Customer Name: da TC Live 16.0 ps f TC Dead 11.0 psf BC Live 0 pef BC Dead 10.0 psf TOTAL 37.0 psf DurFaee L=1.25 P=1.15 Rep Mbr Bnd 1.15 O. C. Spacing 2- 0- 0 Design Spec UBC -97 Defl Ratio: Lt/360 TC: Lt/480 job Name: r hunt AXL Truss ID: B4 2 Drw Elm X -LOC IdtCI SIZE REQ'D TL 2x4 DFL #1 & Btr. Darker the *+,; * for lateral 'This truss is designed using the 1 0- 3- 8 1173 3.00" 1.50" BC 2x4 DFL #1 & Btr. ® at eadr locatim sh�xt. Lateral bixin LHC -97. 2 31- 8-14 1173 3.00" 1.50" WEB 2x4 DFL SIS system %ouch, include or x-bnacusg Bldg Encicsed = Yes, aid Zcrr = No .18 .25 .43 Plating epee : ANSI/ I'PI - 1995 are the a ibiI ity t1-ne b iilduU Hanzc�ie/Ooem Line = No , EV C btegcny = B 'IC FCRCE AXI, HID CSI THIS LESIGN IS 'IHE MvXCSTIE RESC= CF z: lYus al Systar ERACE-ITtray be EEM Sam Bldg Lemli = 80.00ft, Bldg Width = 40.00ft, 1-2 -2045 .03 .46 .49 M MPLE ILAD CASES. colt s braciij on Mean roof fright = 24.17ft, MPH = 75 2-3 -1410 .02 .46 .47 BEARIM RE)XIRS�ITIS shawl ate based CNLY trusses 24" oc. Al ea use Classification = 4, Dead Load = 21.0 psf 3-4 -1410 .02 .46 .48 on the truss nateri.al at each bearing. scabs or irues as rho rn m Ttusval 4-5 -2051 .03 .46 .49 PLATE VALIffi PER ICBG RE M%RCH REEF #1607. Systers standard details. PLAMG BASED CN GREEN LLPS R VALIFS. Leaded for 10 PSF rrn-arm t EaI I. BC MRCE AXL END CSI 6-7 1748 .18 .24 .42 7-8 1744 .18 .34 .53 8-9 1751 .18 .34 .53 9-10 1754 .18 .25 .43 ;1M FCRCE CSI WES I. CSI 2-7 274 .11 4-8 -659 .36 2-8 -652 .35 4-9 277 .11 3-8 792 .32 N)F1X LFFIA:.TTC N ( ) L{/999 IN MEM 7LIVE) LP -.09" D- -.12" T= -.21" Joint Loratirns 8-1-4 7-8-12 1 7-8-12 1 8-1-10 1 0- 1- 4 7 8- 1- 0 6 0- 1- 4 - 0 1 2 8- 1 8-1-4 15-10-0 23-6-12 31-8-6 3 15-10- 0 8 15-10- 0 15-10-0 15-10-6 4 23-6-12 9 23- 6-12 1 2 3 4 5 5 31- 8- 6 10 31- 8- 6 FT _00 _6 U 5-6 8-4-3 SHIP =0-5-0 t 31.8.6 { 0-2-0 I 0-1-10 6 7 S 9 10 STUB 8-1-4 � 7-8� 7-8-12� 8.1-10 � S'fUB 8-1-4 15-10-0 23-6-12 31-8-6 Truswal Systeme Plates are 20 ga. unless shown by "18"(18 ga.) or H"(16 ga.), positioned per Joint Report. Circled plates and false frame elates are Dositioned as shown above. M FSs�\ CU �QJ 9�1� °C J No CA5982 7� Exp. t131102 CNA --6 OF V0 9/11/2000 Scale: 5/32" - 11 WALCL INU Read all notes on thus sheet and give a copy of it to the Erecting Contractor. TBF: 69.3Wo: RPRUNT This design is for an individual building component. It has been based on specifications provided by the component manufacturer and done in Chk: Customer Name: Q�accordance with the current versions of TPI and APPA design standards. No responsibility is assumed for dimensional accuncy. Dimensions are to be \\ ,MFG verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on Dsgnr: #LC = 10 da this design meet or exceed the loading imposed by the local building code. It is assumed that the lop chord is latently braced by the roof or floor TC Live 16.0 psf DurFaes L=1.25 P=1.15 i, sheathing and the bottom chord is Literally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for Lateral LLC support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture TC Dead 11.0 ps f Rep Mbr Bnd 1.15 content of the wood exceed 19% and/or cause connector plate corrosion. fabricate, handle, install and brace this truss in accordance with the following BC Live . 0s f O. C. S aein 2- 0- 0 TRUSWAL SYSTEMS standards: 'TRUSCOM MANUAL', by Truswal, 'QUALITY CONTROL STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES'- P P g 4445 Northpark Dr., Colo Springs. CO 80907 (QST -88), 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (1118-91) and 'HIB -91 SUMMARY BC Dead 10.0 psf Design Spec UBC -97 SHEET' by TPI. The Truss Plate hnstimte (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American forest and Paper Defl Ratio: L/360 'IC: Ln/480 TpS . 0 Version T6.1.5 Association (APPA) is looted at 1250 Connecticut Ave, NW, Ste 200, Washington, DC 20036. TOTAL 37.0 ps f .4. job Name: r hunt Truss ID: B5 S Drw : M0025 5 IV "-14 Bir. 1 X -IDC 0- 3- 2 REACT 1174 SIZE R9�)'D 3.00" 1.50" TC 2x4 EFL #1 & Btr. BC 2x4 DFL, #1 & Btr. De7ctes the zegaisat� for lateral bracing ® This truss is designed using the at each /Death= shows. Lateral bracixzg LBC -97 Cbde. 2 31- 8-14 3.174 3.00" 1.50" FM 2x4 DFL SIANnAM systems vilich include c, or x-biacirrg Bldg aiclosed = Yes, End Zane = No Plating spv • AMI/IPI - 1995 are the a ibility of the builduz3 IL¢zicmle/b em Line = No,ET Cbtegc y = B TC 1-2 FORCE -2053 AXL HID CSI THIS DESICV IS THE MvIFC;rIE RE`SLW OF MIMPE LOAD CASES. d�i��r Ihae al Systere BRACE -IT may be for lateral bracing Bldg Length = 80.00ft, Blg Width = 40.00ft, 2-3 -1413 .03 .02 .46 .49 .46 .48 IIIA RD�7IINIS euro ah are based CNBC used enitintxxw az trusses 24" oc. Alternatively, use N � rooY heigl>t = 24.17ft, h4H = 75 C3assificatiaz = 4, Ikad Lrtd = 21.0 pat 3-4 -1413 .02 .46 .48 rn the truss material at each bearing. scabs or braoes as shown on Taw l 4-5 -2053 .03 .46 .49 PLATE VALIES PER ICBO RESEARCH REPOU #16177. Systens standard details. PLA= BASED CN CEEEN LIMMR VALLES. Loaded for 10 PSF rnrcorloarrent BaL. BC FORCE AXL END CSI 6-7 1756 .18 .25 . .43 7-8 1753 .18 .34 .52 8-9 1753 .18 .34 .52 9-10 1756 .18 .25 .43 Wry FCRCE CSI WM FCFKE CSI 2-7 277 .11 4-8 -659 .36 2-8 -659 .36 4-9 277 .11 3-8 795 .32 MX 1£1I.F]:PICN (epm-0 . 14/999 IN h1EM 8-9 (=) IF -.09" D= -.12" T-- -.211- - .21"_-- Joint Locatirns == 8-110 7-8-12 7-8-12 8-1-10 1 1 0- 0- 0 6 0- 0- 0 2 8- 1-10 7 8- 1-10 8-1-10 15-10-6 23-7-2 31-8-12 3 15-10- 6 8 15-10- 6 t 15-10-6 t 15-10-6 4 23- 7- 2 9 23- 7- 2 1 2 3 4 5 5 31- 8-12 10 31- 8-12 8-4-3 =11-5-0 3-7 5-6 Oct5S%G 8-4-3 co Fill, c0 Q tr No C045982 -337 =0-5-0 r-"0. 2/31/02 Tq� o NA FOP�\P 1-8-12 0-1-10 I t 0-1-10 STUB 6 7 9 10 STUB 8-1 10 _' 7-8-12 � 7-8- 12 � 8-1� v 8-1-10 15-10-6 23-7-2 31-8-12 9/11/2000 /11/2000 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or Scale: 5/32" = 1' H"(16 ga.), positioned per Joint Report. Circled plates and false frame plates are positioned as shown above. WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. TBF: 69.3 WO: RPBUNT .(4 This design is form individual building component. It has been based on specifications provided by the component manufacturer and done in mk: Customer Name: accordance with the current versions of TPI and ARIA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be Sit MFG verm ified by the component :natmfacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized ooilDsgnr: #LC 10 da this design meet or exceed the loading imposed by the local building code. It is assumed that the top chord is Literally braced by the roof or floor TC Live 16.0 psf DurFaee L=1.25 P=1.15 ® LLC sheathing and the bottom chord is Laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for Warn] support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture TC Dead 11.0 pe f Rep Mbr Bnd 1.15 TRUSWAL SYSTEMS I content of the wood exceed 1970 and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following BC Live .0 psf O.C. Spacing 2- 0- 0 4445 Northpark Dr., Colo Spriop, CO 80907 standards: 'TRUSCOM MANUAL', by Truswal, 'QUALITY CONTROL STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES' - (QST -88), 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (1118-91) and '4110-91 SUMMARY BC Dead 10.0 psf Design Spec UBC -97 SHEET' by TPI. The Ttuxs Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Defl Patio: L/360 TC: 14/480 Tp5.0 Version T6.1.5 Association (AFPA) is located at 1250 Connecticut Ave, NW, Ste 200, Washington, DC 20036. TOTAL 37.0 psf job Name: r hunt WARNING Read all notes on this slireet and give a copy of it to the Erecting Contractor. Truss ID: B6 9 Drw BIG X -IDC REACT SIZE RI,2-D TC 2x4 DFL #1 & Btr. Detntes the re irerer fcr lateral bracing This truss is designed using the 1 0- 4- 6 1174 5.50" 1.50" BC 2x6 DFL #2 ® at sada location slz�az. Lateral bracing LBC -97 Code. 2 31- 7-10 1174 5.50" 1.50" 2x4 DFL #1 & Btr. 5-13, 13-15 systerr3 Quch include di2g or x -bracing Bldg a)closed = Yes, aid 7me = No MB 2x4 DFL S 7*0� RD are the ria ibility of the building d�igr� be R-iie�e/Cc- I i = No E� Categcrcy = B - 80.00ft, Bldg Tdth 40.00ft, TC I= AXL BM CSI Plating spec : RZItIPI - 1995 THIS IESICN IS THE CCMPXrIE RE�II.,T O Ruses al 5y stens BRACE -IT nay f� lateral bracing Bldg = Mean height 24.17ft, MPH 75 1-2 -3139 .12 .18 .30 2-3 -2932 .09 .15 .24 MU MPLE LrAD CASES. used ea�tin nus cn trusses s ed 24" oc. Alternatively, use roof = = Classificatien = 4, Dead Load = 21.0 pef 3-4 -2190 .03 .22 .25 BFARII� RD�JU04ENM sho,n are based ONLY scabs cr fi-bt�s as s1�an rn Tnta al standards: 'TRUSCOM MANUAL', by Tnnswal, 'QUALITY CONTROL STANDARD'FOR METAL PLATE CONNECTED WOOD TRUSSES' - 4-5 -1775 .05 .24 .29 an the truss tragal at each bearing. System standard details (QST -88), 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES'- (HIB -91) and '1116-91 SUMMARY 5-6 -4837 .28 .20 .48 Irncbd fcr 10 PSF rrn-amaarrert B3L. PLATE VALLIS FER ICBG RSI FM:CRr #1607. SHEET' by TPI. The Truss Pule Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper 6-7 -2191 .03 .20 .23 Defl Ratio: W360 TC: 14/480 PLATIM BASED CN aMEN IIIIBER VALIFS. Association (AFPA) is located at 1250 Connecticut Ave, NW, Ste 200, Washington, DC 20036. BC FCRC£ AXL END CSI 8-9 2807 .36 .14 .51 9-10 2321.30; .08 .38 10-11 2327 .23 .19 .42 11-12 4392 .57 .10 .67 12-13 82 .00 .18 .19 13-14 32 .00 .14 .15 14-15 1901 .25 .06 .31 4&B FCRCB CSI VM FLRM CSI 12-5 2413 .50 5-11 -3069 .89 2-9 -259 .04 6-12 2325 .95 3-9 476 .19 12-14 2356 .96 3-11 -485 .18 6-14 -1253 .22 5-11-3 4-11-9 4-11-9 t 5-1-12 5-1-0 5-7-10 4-11 1473 .60. 5-11-3 10-10-13 15-10-6 21-0-2 26-1-2 31-8-12 MAX LEF=CN (epar0 15-10-6 , 1 15-10-6 W999 IN MEM 13-14 (LIVE) 1 2 3 4 5 6 7 Ia -.27" D= -.35" 76 -.62" - Joint T�t-iars r 6.00 1 0- 0- 0 9 7- 7- 3 5-6 2 5-11- 3 10 12- 7- 8 3 10-10-13 ll 14- 2-13 4 15-10- 6 12 21- 0- 2 5 21- 0- 2 13 21- 0- 2 3-4 5-6 ^J`ESStr"r 6 26- 1- 2 14 26- 1- 2 4� 7 31- 8-12 15 31- 8-12 8 0- 0- 0 Qin?^ CS Ccy M 8-4-3 2.5-4 3-12 8-4-3 S',9�G'y� -1 SHIUj Q 9 J CO 982 S=5-6 3-5-1 N . 3-10 2.5-4 5-16 I 3-7 =U -S -U .L _ _ _ _ =ll -S -U ,,,, 2! 1102 0-3F44 T 20:0-x 10-111-6 31-8-12 0-1-10 STUB 8 9 10 11 123 14 15 STUB ® � 7-7� 6-7� 6-9-5 5-1-0--,5-7-10 � 7-7-3 14-2-13 21-0-2 26-1-2 31-8-12 'V Truswal Systems Plates are 20 ga. unless shown by 1118"(18 ga.) or ,.. "H"(16 ga.), positioned per Joint Report. Circled plates and false C✓ OF CAU' 9/11/2000 Scale: 5/32" - 1' WARNING Read all notes on this slireet and give a copy of it to the Erecting Contractor. TBF: 89.3 WO: RPHUNr This design is for an individual building component. It has been based on specifications provided by the component manufacturer and done in Chk: Customer Name: accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be Dog=: #LC - 10 as B SAR MFG verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on this design the loading imposed by the local building It is that the top is laterally braced by the floor TC Live 16.0 pef DurFaes L=1.25 P=1.15 meet or exceed code. assumed chord roof or sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral ®LLC support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture TC Dead 11.0 ps f Rep Mbr Bnd 1.15 content of the wood exceed 197o and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following BC Live .0 ps f O.C. Spacing 2- 0- 0 TRUSWAL SYSI'EMS 4445 Northpark Dr., Colo Springs. CO 80907 standards: 'TRUSCOM MANUAL', by Tnnswal, 'QUALITY CONTROL STANDARD'FOR METAL PLATE CONNECTED WOOD TRUSSES' - (QST -88), 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES'- (HIB -91) and '1116-91 SUMMARY BC Dead 10.0 psf Design Spec UBC -97 SHEET' by TPI. The Truss Pule Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Defl Ratio: W360 TC: 14/480 Tp5. 0 Version T6:1.5 Association (AFPA) is located at 1250 Connecticut Ave, NW, Ste 200, Washington, DC 20036. TOTAL 37.0 ps f Job Name: r hunt WAKNINU Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an bndividwil building component. It has been based on specifications provided by the component manufacturer and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be verified by the component tnvmfacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on this design meet or exceed the loading imposed by the local building code. It is assumed that the top chord is Laterally braced by tine roof or floor Truss ID: B8 1 Drw TC Live 16.0 ps f DurFacs L=1.25 P=1.15 LLC sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for Lateral 1995 I�rM designed usixz3 7his truss the support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture TC Dead 11.0 ps f Rep Mbr Bind 1.15 BC 2x4 DFL #1 & Btr. T> MIGNN IS ME RE= OF MC -97 his 4445 NorALpark Ur MColo Springs, CO 80907 standards: MANUAL', by Trtuswal, 'QUALITY CONTROL STANDARD FOR METAL PLA'T'E CONNECTED WOOD TRUSSES' - aL BLK 2x4 M SIXiCARD MILTIPLE I11AD CASES. Bldg ]]-closed = Yes, End Za>✓ = No Design Spec UBC -97 Joint Locations SKEET' by TPI. 'Phe Truss Plate Institute cl'PI) is located at .583 D'Onofrio Drive, Madison, Wisconsin 53719. The Ameriaun Forest :und ('aper = PLATE VALIES PER ICBG RESE4RC14 REETid' #1607. BFARIM IUWUdMENM shDAn are based ONLY Hmxicane/Ocean Line = No E� Category = B 1 0- 0- 0 26 0- 0- 0 Icaded for 10 PSF rim-artairre nt BCI,. on the truss naterial at � �-�z3• Bl 80.00ft, Bl Width = 40.00ft, �J I�q�-.h d3 2 1- 9- 6 27 1- 9- 6 <It is assured that one face of this truss PLATIM BASED CN GEEK LINER VALLES. Mom roof height = = 9� 24.17ft, MPH 75 3 3- 1- 6 28 3- 1- 6 < as sheathed with pl C9B, rood board Classification = 4, Dead Load = 21.0 pef 4 4- 5- 6 29 4- 5- 6 < si�d>�� ardocard siding.If not, 5 5- 9- 6 30 5- 9- 6 loads mastlb on 6 7- 1- 6 31 7- 1- 6 < rxxi--umoLlis xJ 7 8- 5- 6 32 8- 5- 6 Pjayuse e staph v gable blacks. 8 9 9- 9- 6 11- 1- 6 33 34 9- 9- 6 11- 1- 6 lateral GaUl studs �gg�Y Lle bracing detail (s� mr�lLateral 10 12- 5- 6 35 12- 5- 6 lira : the dx�d9 have 11 13- 9- 6 36 13- 9- 6 not been mieidered unless noted otherwise. 12 15- 1- 6 37 15- 6 •nye loads and their ccrinections are the 13 15-10- 6 38 7- 16- 7- 6 ibilit of the buil deli Y building g'-• 14 16- 7- 6 39 17-10- 6 15 17-11- 6 40 19- 3- 6 16 19- 3- 6 41 20- 7- 6 17 20- 7- 6 42 21-11- 6 18 21-11- 6 43 23- 3- 6 19 23- 3- 6 44 24- 7- 6 20 24- 7- 6 45 25-11- 6 21 25-11- 6 46 27- 3- 6 22 27- 3- 6 47 28- 7- 6 1-91-96 2.8-0 i2-8.0 y2-8, 0 2-8.0 i2.8-0 2.100 2.8-0 X1.80 2.8-0 X2.8.0 3.1-6 23 24 28- 1 6 29-]1 - 6 48 49 29-]12 6 31- 8-- 8- 1-9-6 4.5.6 7.1.6 9-9.6 12-3.6 15.1-6 17-11.6 20.7.6 23-3.6 25-11-6 28.7.6 31.8-12 25 31- 8-12 15-10-6 15-10-6 1 2 3 4 5 6 7 8 9 t 10 11 12 13 14 15 16 17 18 1920 21 22 2.1 2423 , -6 00' 3.4 .0-1-10 STUB 26 27 28 29 30 31 32, 33 34 35 36 37 38 39 40 41 42 43 44 43 46 47 4849 -STUB 1-9-6 2.8.0 12.8.0 2-8.0 -.2-8-0 -12.8.0 -I ?_H 2•..9.0 -8.0 2.8.0 -12.8.0-1 f-1.6 -1 1.9.6 4.5.6 7-1-6 9.9.6 12.5.6 15.1.6 17.10.6 20.7-6 23-3.6 25.11.6 28.7.6 31.8-12 Truswal SystemePlates are 20 ga. unless shown by 111811(18 ga.) or OVER CONTINUOUS SUPPORT 11H11(16 ga.), poaitioned'per Joint Report. Circled plates and false S QrpFESSIp,y� MESS,9`��c J 0. CO 5982 � Exp. 12/31/02 CMS. a�P/ 9/11/2000 Scale: 5/3211 - 11 qVINSP - ial_ MFG WAKNINU Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an bndividwil building component. It has been based on specifications provided by the component manufacturer and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be verified by the component tnvmfacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on this design meet or exceed the loading imposed by the local building code. It is assumed that the top chord is Laterally braced by tine roof or floor TBF: 113.3 Chk: Dsgnr: #LC = 10 WO: RPHUN'T Customer Name: da TC Live 16.0 ps f DurFacs L=1.25 P=1.15 LLC sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for Lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture TC Dead 11.0 ps f Rep Mbr Bind 1.15 content of the wood exceed 1990 and/or arose connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following 'TRUSCOM BC Live .0 s f p O. C. S aei 2- 0- 0 p 4445 NorALpark Ur MColo Springs, CO 80907 standards: MANUAL', by Trtuswal, 'QUALITY CONTROL STANDARD FOR METAL PLA'T'E CONNECTED WOOD TRUSSES' - (QST -88); -HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (IIIB-91) and '11113-91 SUMMARY BC Dead 10.0 psf Design Spec UBC -97 SKEET' by TPI. 'Phe Truss Plate Institute cl'PI) is located at .583 D'Onofrio Drive, Madison, Wisconsin 53719. The Ameriaun Forest :und ('aper Dell Ratio: L/360 TC: L/480 Tp5.0 Version T6.1.5 Association (APPA) is located at 1250 Connecticut Ave, NW, Ste 200, Washington, DC 2(x)36. TOTAL 37.0 ps f job Name: r hunt Truss ID: C 1 Drw TIC 2x4 DFL #1 & Btr. Plating epec - ANSI/IPI - 1995 'this truss is designed using the BC 2x4 DFL #1 & Btr. 'II -IIS LESIGN IS UE CQWrIE iMILT OF LDC -97 Cbde. GISL ELK 2x4 DFL Sly M;=PLE LOAD CASES. Bldg Enclosed = Yee, End Zcne = No ` = Joint Locations = PLATE VALLES PER ICB0 REgEAitQ-I REF IU #1607. �RII� RIIXI101aVIS eham are based ONLY litmcaihe/Coean Line = No E� Category = B 1 0- 0- 0 12 0- 0- 0 Traded for 10 PSF ern-eazamaht BOLL. on the truss sretterial. at each bearing. Bldg 80.00ft, Bldg Width = 40.00ft, �hei 2 2- 3- 0 13 2- 3- 0 <It is assured that erre fare of this truss PLA= BASED CN Q2EII LLP78ER VAUES. Mean � = 21.92ft, MPH = 75 3 3- 7- 0 14 3- 7- 0 < is sheathed with plywood,CSB, wood board se C7aificatica = 4, Dead Load = 21.0 pef 4 4-11- 0 15 4-11- 0 < sicbxx or eidi siding. If not, 5 6- 3- 0 16 6- 3- 0 < additional loads mast be mhside ed cn 6 7- 0- 0 17 7- 9- 0 < non-caztinxzas bearinges. 7 8 7- 9- 0 9- 1- 0 18 19 9- 1- 0 10- 5- 0 Mau use adequate staples or gable bloom. e studs rtaY ru lateral braczrrj. See 9 10- 5- 0 20 11- 9- 0 �ed gable lnacirg detail(a). 10 11- 9- 0 21 14- 0- 0 Lateral lcz�c�,.'i' line with the chords have ll 14- 0- 0 not been considered unless noted otherwise. These 1c aril their coa)a�-ticns axe the responsibility of the building designer. TYPIC A3 LAn : 3-10-3 I0-4-3 2-3-0 1 2-5-0 2-1-0 1 2-1-0 i 2-8-0� 2-30 2-3-0 4-11-0 7-0-0 9-1-0 11-9-0 14-0-0 7-0-0 t 7-0-0 1 2 3 4 5 6 7 8 9 10 11 F6.00 070 3-4 s 12 13 14 15 16 17 18 19 20 21 2-3-0 2-8-0� 2-1� 2-8-0 3-7- 2-3-0 4-11-0 7-9-0 10-5-0 14-0-0 4-9-15 SHIP 10-4-3 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or OVER CONTINUOUS SUPPORT "H"(16 ga.), positioned per Joint Report. Circled plates and false �vsoFESSidN -N - ��-• MESS9Fc �J% Qrn o 445982 :30 Exp. i 131102 ST CN�L . �r CF nt, Foo 12/11/2000 Scaler 9/32" - 1' - WAL(L INU Read all notes on this sheet and give a copy of it to the Erecting Contractor. TBF: 37.3 WO: RPHUNT This design is for an individual building component. It has been based on specifications provided by the component manufacturer and done in Chk: Customer Name: accordance with the current versions of TPI and APPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be Bim.! �� veriried by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on Dog=: #LC = 10 da this design meet or exceed the loading imposed by the local building code. It is assumed that the top chord is laterally braced by the roof or floor TC Live 16.0 pef DurFaee L=1.25 P=1.15 LLC sheath ung and the bottom chord is Literally braced by i rigid sheathing material directly attached, unless nye noir noted. at will shown a for Literal support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture TC Dead 11.0 pef Rep Idbr Bnd 1.15 content of the wood exceed 199S and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following BC Live . 0e f O. C. S aein 2- 0- 0 TRUSWAL SYSTEMS standards: 'TRUSCOM MANUAL', by Tnuswal, 'QUALITY CONTROL STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES' - p p g 4445 Nonbpark Dr.. Colo Springs. CO 80907 (QST -88), 'I{ANDLING INSTALLING AND GRACING METAL PLATE CONNECTED WOOD TRUSSES' - (MID -91) and'fllU-91 SUMMARY BC Dead 10.0 pef Design Spec UBC -97 SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Defl Ratio: 14/360 TC: L/480 Tp5. 0 Version T6.1.5 Association (AFPA) is located at 1250 Connecticut Ave, NW, Ste 200, Washington, DC 20036. TOTAL 37.0 pef ob Name: r hunt TBF: 30.7 Truss ID: D 1 Drwg:CO00255106-018 This design is for an individual building component. 11 has been based on specifications provided by the component in:mufacturer and dune in Chk: Customer Name: TC 2x4 EFL #1 & Btr. Plating : PNSI/'I'PI - 1995 This truss is designed using the B, a . AFGS verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the Iwhds utilized onDagnr: #LC = 10 da BC 2x4 M #1 & Btr. THIS LE4IGT IS THE CAVIPWPIE RESULT OF LBC -97 Cbcle. design meet or exceed the loading imposed by the local building code. It is assumed that the top chord is laterally braced by the roof or floor LLC sheathing and the bottom chord is Laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral (ML BIZ 2x4 EFL Sim M ZIPLE IGAD CASES. Bldg Enclosed = Yes, aid 7rahe = th TC Dead 11.0 pef Joint LDcations = HATE VALLES PER ICBO RES! TCH REEF #1607. EEARN,' REWIRE NIB sho n are based QTY Eiffrtcane/O em Line = NoCategory = B 1 0- 0- 0 10 0- 0- 0 arahaa BOLL Icaded for 10 PSF nca . on the truss material at each bearing. Bldg nth 80.00ft, Bldg Width = 40.00ft, 2 2- 0 11 2- 0 <It is assumed that one face of this truss H.ATIM BASED IN asEN LLNIBER VALLES. Mean roof height= 21.67ft, M E = 75 3 1- 3-11- 0 12 1- 3-11- 0 heat < 18 `� '�� Pl OSB, Hood board Classification = 4, Ikad Load = 21.0 psf 4 5- 3- 0 13 5- 3- 0 If < s�l� a 5 6- 0- 0 14 6- 9- 0 loads nest be Lsidered on 6 6- 9- 0 15 8- 1- 0 < nm-m>tirLicue ee Y! les blocrs. 7 8- 1- 0 16 9- 5- 0 use antes orcable �1 8 9 9- 5- 0 12- 0- 0 17 12- 0- 0 _ " aaye� detail (sem with�dhczds Lateral loads in line have not been considered unless noted cthezwise. These leads and their eannectiahs are the responsibility of the buldiM deBigner. K. ` :V 3-4-3 10-4-3 2-72-7 0 2-7-0 2-8-0 1-6-0 2-8-0 5-3-0 6-9-0 9-5-1) 2-7-0 12-0-0 ] 2 3 4 'S 6 7 8 9 10 11 12 13 14 15 16 17 2-7-0� 2-8-0 1-6-0 2-8-0 2-70 2-7-0 5-3-0 6-9-0 9-5-0 12-0-0 2-0-0; t �FpFESSlp,yq . M ESS9Fv�2 4-3-15 ?y SH z `r 0 982 9 10-4-3 o. -� * Exp. 11102 * Y cN- CN1\- Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or OVER CONTINUOUS SUPPORT "H"(16 ga.), positioned per Joint Report. Circled plates and false 9/11/2000 Scale: 5/16" a 11 WARNINU Read all notes on this sheet and give a copy of it to the Erecting Contractor. TBF: 30.7 w0: RPRUNT This design is for an individual building component. 11 has been based on specifications provided by the component in:mufacturer and dune in Chk: Customer Name: accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be B, a . AFGS verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the Iwhds utilized onDagnr: #LC = 10 da TC Live 16.0 psf DurFaee L=1.25 P=1.15 L�this design meet or exceed the loading imposed by the local building code. It is assumed that the top chord is laterally braced by the roof or floor LLC sheathing and the bottom chord is Laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture TC Dead 11.0 pef Rep Mir Bnd 1.15 content of line wood exceed 1990 and/or cause connector plate corrosion. Fabricate, handle, install and brace this miss in accordance with the follow 1 BC Live P 0 s f O. C. S ae 2- 0- 0 P �g W TRUSAt SYSTEMS 4445 Northpark Dr., Colo Springs, CO (70907 standards: 'TRUSCOM MANUAL', by Tnnswal, 'QUALITY CONTROL STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES' - (QST -88), 'HANDLING INSTALLING AND BRACING METAL PLATE CONNGCI'LrD WOOD TRUSSES' - (MIB -91) and '(116-91 SUMMARY BC Dead 10.0 o f P Desi Spec UBC -97 Design SP SHEET' by Till. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Detl. Ratio: W360 TC: L/480 Tp5.0 Version T6.1.5 Association (AF -PA) is located at 1250 Connecticut Ave, NW, Ste 200, Washington, DC 20036. TOTAL 37.0 psf job Name: r hunt WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. TBF: 23.3 Truss ID: D 1 Qty: 1 Drw : BIS X -IOC REACT SIZE RSQ'D TC 2x4 IFI, #1 & Btr. Plating spec : PNSI/'I'PI - 1995 'This truss is designed using the 1 0- 2-12592 5.50" 1.50" BC 2x4 DFL #1 & Btr. THIS E>SI(V IS THE G24FZSI1E RESUZ OF ills` -97 Code. 2 11- 9- 4 592 5.50" 1.50" FSB 2x4 DFL' SIMEARD NILTLPLE IQAD CASES. Bldg Enclosed = Yes, Er -4 Zcm = No ®LLC sheathing and the bottom chord is Laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for Lateral PIATE VALIES PER IC30 RESEARCH RERW #1607. BEARIM R02JII 4ENIS shoo are based G:SY Iir<rncaae/Line = No , E7o- Category= B TC FMM AXL BIO CSI TC Dead 11.0 pef Leaded fes 10 PSF'rrn-artanzs�t PrTT. on the truss material at each bearing. Bldg = 80.00ft, Bldg Width = 40.00ft, 1-2 -592 .00 .19 .19 O. C. S ae 2- 0- 0 p Northpark Colo Springs. CO 80907 PLAnM BASED CN G EEN 1114EFR VAIIES. tea roof height = 21.67ft, MPH = 75 2-3 -592 .00 .19 .19 (QST -88), 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (1110-91) and '1110-91 SUMMARY BC Dead 10.0 pef Classification = 4, Dead Load = 21.0 pef Bc FmM AXL BND CSI SIIEET' by TPI. The Truss Plate Institute (Till) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Den Ratio: 14/360 TC: W480 TpS. 0 Version T6.1.5 4-5 474 .06 .15 .21 TOTAL 37.0 pef 5-6 474 .06 .15 .21 VEB FCIXE CSI V&B F= GSI 2-5 157 .06 MAX LEFLE)rIZCN (spars) L/999 IN M 5-6 (LdVE) I= -.01" D= -.02" T"- -.031-j. - Joint Locations a-- 1 0- 0- 0 4 0- 0- 0 2 6- 0- 0 5 6- 0- 0 3 12- 0- 0 6 12- 0- 0 3-4-3 IO -4-3 6-0-0 6-0-0 6-0-0 6-0-0 6-0-0, 12-0-0 2-0-0 2-02-00 12-0-0 4 5 6 6-0-0 � 6-0-0 T®t 6-0-0 12-0-0 're � Truswal Systeme Plates are 20 ga. unless shown by "18"(18 ga.) or -0(� "H"(16 ga.), positioned per Joint Report. Circled plates and false QFESS/pN,q� O � ESS,9��G 4-3-15 w SII11' ¢ 0.04 82 :30IO-4-3 * EXP .1 1/02 TgTF o C FpP�I 9/11/2000 Scaler 5/16" - 1' ` WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. TBF: 23.3 w0: RPHUNT This design is for an individual building component. It has been based on specifications provided by the component manufacturer and done in Chic: Customer Name: accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be _ BLE R M FG verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on Dsgnr: #LC = 10 da this design meet or exceed the loading imposed by the local building code. It is assumed that the top chord is laterally braced by the roof or floor TC Live 16.0 pef DurFaeo L=1.25 P=1.15 ®LLC sheathing and the bottom chord is Laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for Lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture TC Dead 11.0 pef Rep Mbr Bnd 1.15 TRU rrE.M content of the wood exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the followbng 'TRUSCOM BC Live .0 of p O. C. S ae 2- 0- 0 p Northpark Colo Springs. CO 80907 standards: MANUAL', by Truswal, 'QUALITY CONTROL STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES' - (QST -88), 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (1110-91) and '1110-91 SUMMARY BC Dead 10.0 pef Design Spec UBC -97 SIIEET' by TPI. The Truss Plate Institute (Till) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Den Ratio: 14/360 TC: W480 TpS. 0 Version T6.1.5 Association (AF PA) is located at 1250 Connecticut Ave, NW, Ste 20U, Washington, DC 20036. TOTAL 37.0 pef job Name: r hunt WAi NINU Read all notes on this sheet and give a copy of it to the Erecting Contractor. Truss ID: D2 2 Drw : C000255106-020 EM X -LOC REP.LT SIZE REQ'D TC 2x4 Loi, #1 & Btr. Plating spec : ANSI/PPI - 1995 This truss is designed usirg the 1 0- 2-12 5332 5.50 2.84 BC 2x6 DFL #2 THIS LESIGN IS ME CUVIPXr E RESULT CF LBC -97 Ctde. 2 11- 9- 4 5332 5.50" 2.84" 4EB 2x4 EEL STANI RD NLLTTPLE ICAD CASES. _ Bldg Enclosed = Yes, a -.d Zrie = No TC Live 16.0 pef PLATE VALUES PER ICBO RESF?I2 H RE1CRr #1607. BFARB-r. RBWJU04ENM shown are based CNLY Hnrlc��e/O n Line = Tb Erb Category = B TC FMM AXL HID GSI leached f� 10 FSF rrn-eanauratt HSS,. m floe truss material at eadn beariiz3. Bld3 - 80.00ft, Bldg WWidth = 40.00ft, 1-2 -7732 .14 .17 .31 2-3 -5632 .07 .08 .15 Perm ern h--rg is (by elders) to prevatt rckatirn/kcppml . See HID -91 arri + + + + + + + + + + + + + + + + + + + + + + Nail �ttem shown is fcr FiF leads mly. Mein �hteight = 21.67ft, A1FH = 75 Classificatirn = 4, I�ad Load = 21.0 pef 3-4 -5632 .07 .08 .15 A I/1PI 1-1995; 10.3.4.5 aryl 10.3.4.6. orated loads nSP be di=rrih,ted to ----------LCAD CAM #1 EESIGN LOADS ---------------- 4-5 -7732 14 .17 .31 FLATII7 BASED CLQ C3REIIQ LLM!$2 VALLES. 2 -PLY! Nail w/10d GJ442I, s (MB -97 auin fly y. an nulti-ply with zp's use 3' mails min. into the n�arl�er. Dir L.Plf L.Lcc R. Plf R.Lx Ll,./'M TC Vert 54.0 0- 0- 0 54.0 12- 0- 0 .59 BC FII3� AXI, HID CSI Sect. 12) in: TC- 2/ft BC FEffi- 2/ft For . than 2 ly, add nail=ter frau BC Vert 810.0 0- 0- 0 810.0 12- 0- 0 6-7 6893 .39 SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper a&Uticnal ply(s) k*cr bolts if shown, cr .42 .45 .84 7-8 6800 .44 .24 • .68 Association (AFPA) is located at 1250 Connecticut Ave, NW, Ste 200, Washington, DC 20036. use any other apprmmd detail (by pities) . 8-9 6800 .44 .24 .68 ++++++++++++++++++++++ 9-10 6893 .45 .39 .84 Wm FtI2CE CSI WEB F» CSI 2-7 2057 .42 .114-8 -2139 .13 2-8 -2139 .13 .' 4-9 2057 .42 3-8 4764 .97 MAX Lk1LFz:1'lCN ,(sparl) 14/999 IN MEM 7-8 (LIVE) LP -.05" D= -.06" 1- -.11-- 11"Joint Joint Locaticns - 3-5-4 2-6-12 2-6-12 3-5-4 1 0- 0- 0 6 0- 0- 0 3-5-4 6-0-0 8-6-12 12-0-0 2 3- 5- 4 7 3- 5- 4 3 6- 0- 0 8 6- 0- 0 ! 6-0-0 6-0-0 4 8- 6-12 9 8- 6-12 2 1 2 {3 4 5 5 12- 0- 0 10 12- 0- 0 -PLY$ REQUIRED -6.00 3-4-3 I0-4-3 , 2-0-0 t 6 7 8 9 3-5-4 2-6-12 2-6-12 3-5-4 6-0-0 8-6-12 2-0=0 10 3-5-4 12-0-0 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or H"(16 ga.), positioned per Joint Report. Circled plates and false frame plates are Dositioned as shown above. P ,OF' Ssir", MESS ,9 c 10-4-3 IS J NA. CO9 982 :M 1/02 C 9/11/2000 Scale: 5/16" - 1' t,. WAi NINU Read all notes on this sheet and give a copy of it to the Erecting Contractor. TBF: 34.0 WO: RPBUNT This design is for an individual building component. It has been based on specifications provided by the component manufacturer and done in Chk: Customer Name: accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be Dognr: #LC = 10 da verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on TC Live 16.0 pef DurFaee L=1.25 P=1.15 RLthis �� design meet or exceed the loading imposed by the local building code. It is assumed that the top chord is laterally braced by the roof or flour L sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for Lateral it rangesosupport of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture TC Dead 11.0 pef Rep b1br Bnd 1.00 iy 3 4 SWALNorth content of the wood exceed 19% and/or cause connector plate corrosion. Fabricate, handle, instill and brace this truss in accordance wish the following BC Live .0 of p O. C. S ae' 2-' 0- 0 p 44 ark DF 4445 Northpark D ..'Colo Springs. CO £10907 standards: 'TRUSCOM MANUAL', by Truswal, 'QUALITY CONTROL STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES'- RUSSES' - R C (Q.T-SR), 'FIANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -9l SUMMARY (QST-88), BC Dead 10.0 of P Desi Spec UBC -97 Design P SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Deft Natio: 14/360 TC: L/480 TpS . 0 Version T6.1.5 Association (AFPA) is located at 1250 Connecticut Ave, NW, Ste 200, Washington, DC 20036. TOTAL 37.0 pe f t,. job Name: r hunt TBF: 22.7 Truss ID: E 1 Drw on specifications provided the component manufacturer and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be Chk: lk Lu SSR MFG 1995 93liB truss is designed rasing the da 2 BC 2x4 DFL #1 & Btr. T �IIN IS 7W C rsrm I E5[II.,T OF U0C-97 h- sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral CEL EILK 2x4 LTE, SUWDAM KLTIPLE LOAD CAMS. Bldg Enclosed = Yes, Eh d 7cne = No - = Joint Locations HATE VAUES PM ICBD i�SF*M4 RE UU #1607. BEARDU RE)WI1 1MIS sha n are based CNI,Y H uzzcalae/ Line = No , RT Category = B 1 0- 0- 0 8 0- 0- 0 <It is asstned that one face of this truss m the truss nat��l at each bearing. Bldg Length = 80.00ft, Bldg Width = 40.00ft, 2 2- 8- 0 9 2- 8- 0 < is sheathed with pl csB, Hood board PLATING BASED CN (�IIQ LIMPER VAIL&S. i height = 21.36ft, IM = 75 3 4- 0- 0 10 4- 0- 0 < siding cs siding. If not, Truswal Systems Plates are 20 ga. unless shown by H11(16 ga.), positioned per Joint Report. Circled frame plates are positioned as shown above. Classification = 4, Dead Load = 21.0 psf 4 4- 9- 0 11 5- 6- 0 < ad3iticnal loads mist be considered on 5 5- 6- 0 12 6-10- 0 < run-catirixxts ea. 6 7 6-10- 0 13 9- 6- 0 9- 6- 0 hey use ade�nate stiles * gable blacks. C Mems udss�t�a�y req�ur lateral 1(sS;e Lateral learns innl;� th��chords have not been oonsidered unless noted otherwise. mase 1c and their cotmectiaa9 are the reepcn9iJaiIity of the building designer. 2-8:.0 _i 1-4-0 1-6-0 1-4_0 2-8-0 2-8-0 4-0-0 5-6-0 6-10-0 9-6-0 4-9-0 4-9-0 1 2 3 {4 5 6 7 F -6.00 -76-.070 IO -4-3 3-8-7. ��,�• MESS,9FyG i n � J .405982 73 Expo 12%31 /02 CNW� 9/11/2000 Scale: 3/8" - 1' m WAl"JIVU Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component. It has been based by TBF: 22.7 WO: RPBUNT on specifications provided the component manufacturer and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be Chk: lk Lu SSR MFG verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on Dog= #LC = 9 da 2 TC Live 16.0 ps f 2-0-0 ®LL�r//�� sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture 960 Rep bfbr Bnd 1.15 content of the wood exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordvnce with the following 'TRUSCOM 'QUALITY BC Live 0 psf 8 9 10 11 12 13 2-K-0 1-4-0 1-6-0 .1-4-0 2-80 TYP1 : -4 —i 2-8-0 4-0-0 5-6-0 6-10-0 9-6-0 Association (AFPA) is located at 1250 Connecticut Ave, NW, Ste 200, Washington, DC 20036. 1M Truswal Systems Plates are 20 ga. unless shown by H11(16 ga.), positioned per Joint Report. Circled frame plates are positioned as shown above. "1811(18 ga.) or OVER CONTINUOUS SUPPORT plates and false ��,�• MESS,9FyG i n � J .405982 73 Expo 12%31 /02 CNW� 9/11/2000 Scale: 3/8" - 1' m WAl"JIVU Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component. It has been based by TBF: 22.7 WO: RPBUNT on specifications provided the component manufacturer and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be Chk: Customer Name: Lu SSR MFG verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on Dog= #LC = 9 da this design meet or exceed the loading imposed by the local building code. It is assumed that the top chord is laterally braced by the roof or floor TC Live 16.0 ps f DurFaes L=1.25 P=1.15 ®LL�r//�� sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture TC Dead 11.0 ps f Rep bfbr Bnd 1.15 content of the wood exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordvnce with the following 'TRUSCOM 'QUALITY BC Live 0 psf O. C. Spacing 2- 0- 0 4445 Northpark Drr.., Colo Springs, CO 80907 standards: MANUAL', by Truswal, CONTROL STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSr;S' - (QST -88), 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (14IB-91) and'11113-91 SUMMARY BC Dead 10.0 psf Design Spec UBC -97 SHEET' by TPI. The Truss Plate Institute (rPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Defl Ratio: L/360 TC: LV480 Tp5.0 Version T6.1.5 Association (AFPA) is located at 1250 Connecticut Ave, NW, Ste 200, Washington, DC 20036. TOTAL 37.0 psf job Name: r hunt WAL NINU Read all notes on this sheet and give a copy of it to the Erecting Contractor. TBF: 19.3 Truss ID: E1 1 Drw EM X -IDC R T -T SIZE REQ'D TC. 2x4 DFL #1 & Btr. Plating spec • PNSI/IPI - 1995 rihis tnass is cosigned using the 1 0- 2-12 499 5.50" 1.50 BC 2x4 DFL #1 & Btr. THLS DESIIN IS TI -E MUCSI'IE IST OF LBC -97 Cbde. 2 9- 3- 4 500 5.50" 1.50" WEB 2x4 DFL STAN ARD NLILTZPLE LCAD CASES. Bldg a—closed = Yes, R -,d Zorn = No PLATE VALLES PER IBJ RESEARCH REPCRr #1607. BEARIIW, JIREPWIS Bhz),aa are based ONLY ELmzcatt-,e/oceua Lisle = No , E>T Categmry = B TL FCFB AXL EfID CSI PLATIN BASID QQ GEM LLMBFI2 VAiLk5. rn tkie truss nE+teeial at eadi bearing. Bldg = 80.00ft, Bldg Width = 40.00ft, �heiglnt 1-2 -452 .00 .11 .12 Mean = 21.36ft, MPH = 75 2-3 -452 .00 .11 .12 Claesificatim = 4, Dead Lewd = 21.0 psf BC Ftp AXL BND CSI 4-5 360 .05 .08 .13 5-6 360 .05 .08 .13 I,M FCRCE CSI D,M FCi2CE CSI 2-5 118 .05 MAX r E n tT CN (spm) ' LV999 IN MEM 4-5 (LIVE:) Lp -.01" D- -.01" T= -.01" = Joint Lzaticus -- 1 0- 0- 0 4 0- 0- 0 2 4- 9- 0 5 4- 9- 0 3 9- 6- 0 6 9- 6- 0 4-94-9_ 0 4-9-0 4-9-0, 9-6-0 4-9-0 i 4-9-0 1 2 3 6.00 t 2-0-0 t 2-0-0 ' 9-6-0 4 5 6 4-9-0 i 4-9-0 4-9-0 9-6-0 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or "H"(16 ga.), positioned per Joint Report. Circled plates and false M ESS9Fti�� c� J 0.045982 77 p E}D/ 12/31 /02 CNIlF CF - 9/11/2000 Scale: 3/8" - 1 ". r WAL NINU Read all notes on this sheet and give a copy of it to the Erecting Contractor. TBF: 19.3 Wo: RPHUNT B �� This design is for an individual building component. It has been based on specifications provided by the component manufacturer and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that (he loads utilized on Chk: Dsgnr: #LC = 9 Cue t®ter Name : ' da LLC this design meet or exceed the loading imposed by the local building code. It is assumed that the top chord is Laterally braced by the roof or floorTC sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for Lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture Live 16.0 psf -TC Dead 11.0 psf DurFaes L=1.25 P=1.15 Rep Mbr Bnd 1.15 4445 Norrtthpark SYSTEMS Colo Springs, CO 80907 content of the wood exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following standards: 'TRUSCOM MANUAL', by Truswal, 'QUALITY CONTROL STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSIiS' - (QST -88), 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (I IIB-91):und'IIIB-91 SUMMARY BC Live 0 psf BC Dead 10.0 psf O. C. Spacing 2- 0- 0 Design Spec UBC -97 TpS . O Version T6.1.5 SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) is lucued at 1250 Connecticut Ave, NW, Ste 200, Washington, DC 2(7036. TOTAL 37.0 psf n_Pl Ratio: W360 TC: W480 job Name: r hunt TBF: 22.0 Truss ID: E2 Qty: 2 Drw ERG X -LOC REACT SIZE REQ'D 'IC 2x4 DFL #1 & Btr. Plating sperm : XBI/`IPI - 1995 Tris truss is desigrte3 using the 1 0-2-12 3823 5.50" 2.04" BC 2x6 DEL #2 THLS DESIGN IS UE CUV[PCSrlE RES= CF LBC -97 tbde. 2 9- 3- 4 3727 5.50" 1.99" FM 2x4 EFL SIANMRD M]MPLE LOAD CASES. Bldg Ehc1ceed = Yes, End Zane = No - st ndarde: 'TRUSCOM MANUAL', by Truswal, 'QUALITY CONTROL STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES'- Lmler shear alloAables are per NQS -97. EEARIM REI,7 IS sho+ai are lased ONLY H.ttri�ae/�az Line = No Edi Cate9csy = B 'IC MKE AXL E[M CSI PLATE VALL&S PER IC30 RESEARCH REPCRr #1607. on the truss material at each bearing. Bldg - 80.00ft, Bldg Width = 40.00ft, 1-2 -5916 .10 .18 .27 2-3 -6047 Perm# rt:bxariMis (by others) to prevent�itirn/tc u�ig See HM -91 � ++++++++++++++++++++++ Nail is four PLF loads NIS�lneight= 21.36ft, hiPH= 75 Classification 4, Ikad Lmd 21.0 .10 .17 .27 Ipm 1-1995; 10.3.4.5 and 10.3.4.6. pattern shoeaz only. Ctnoat�ated leads MbT be distributed to = = pef ----------LDAD CASE #1 IESIGN LDALIS ---------------- BC MKE AXL ETID CSI 4-5 5273 .34 .48 .82 PLATIM BASED CN C#II4 LI7VIEER VALLES. 2 -PLY! Nail w/10d aM�W s MM -97 each fly y. On nulti-ply with ijera use 3' nails Tun. into the nmarloee�. Dir L.Plf L.Loc R.Plf R.Lcc LLVM 'IC Vert 54.0 0- 0- 0 54.0 9- 6- 0 .59 5-6 3651 .24 .26 .49 Sect. 12) in: 'IC- 2/ft BC- ft WEBS- 2/ft For nm than 2 1y, add nail��er fm» )Sr Vert 20.0 0- 0- 0 20.0 9- 6- 0 6-7 5393 .35 .60 .95 bolts if .00 Lbe II � other others) approved d_tail (byr ) k*VerTA)e... 158 1- 6- 0 43 Wry F= CSI VB FCRCE CSI . ++++++++++++++++++++++ j EIC Vert 1580.0 3- 6- 0 .43 2-5 2903 .59 2-6 3117 :63 BC Vert 1580.0 5- 6- 0 .43 BC Vert 2107.0 7- 6- 0 .43 MX D3TFZZTCN ( 6- (LIVE) L/999 IN MEM 5- L= -.03" D- -.04" T= -.07" =I- Joint Locations - 1 0-0-0 5 3-5-8 2 4- 9- 0 6 6- 0- 8 3 9- 6-•0 7 9- 6- 0 4 0- 0- 0 4-9-0 4-9-0� 4-9-0 9-6-0 4-9-1 4-9-0 2-PLYS 1 t2 3 REQUIRED6.00 -6-.001 U M MFG •��ss�t Etc fRUSWAL SYIWR. S 1445 Norlbpark r.,•Colo Springs, CO 80907 Tp5.0 Version T6.1.5 I 1580#' 1580# 1580# 2107# t 9-6-0 4 5 6 7 3-53-5 8 2-7-0 3-58 3-5-8 6-0-8 9-6-0 Truswal Systeme Plates are 20 ga. unless shown by "18"(18 ga.) or "H"(16 ga.), positioned per Joint Report. Circled plates and false frame elates are positioned as shown ahove_ 2-8-11 HIP I0-4-3 OPFo'FESS,!d I co Pay M ESSq`cLc Q QQ n ...j 0. CY45�82 X * .1"2p 102 WAIUVLLV (Y Read all notes on this sheet and give a copy of it to the Erecting Contractor. TBF: 22.0 This design is for an individual building component. It Ims been based on specifications provided by the component manufacturer and done in Qyg: accordance with the current versions of TPI and APPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on Dsgnr: #LC = 9 this design meet or exceed the loading imposed by the local building code. It is assumed that the top chord is Literally braced by the roof or floor TC Live 16.0 pef sheathing and the bottom chord is Literally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support or components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture TC Dead 11.0 ps f content of the wood exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following BC Live .0 pef st ndarde: 'TRUSCOM MANUAL', by Truswal, 'QUALITY CONTROL STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES'- (QST -88), 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (11113-91) and 'MIB -91 SUMMARY BC Dead 10.0 pef SI IEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. 'flee Ameriam Forest and Paper Association (AFPA) is located at 1250 Connecticut Ave, NW, Ste 200, Washington, DC 20036. I TOTAL 37.0 ps f 9/11/2000 Scale: 17/32" = 1' WO: RPHUNT Customer Name: da DurFace L=1.25 P=1.15 Rep Mbr End 1.00 O.C.Spacing 2- 0- 0 Design Spec UBC -97 Dafl Ratio: L4/360 TC: Lt/480 Job Name: r hunt WA1(LVIN(r Read all notes on this sheet and give a cow of it to the Erecting Contractor. Truss ID: G 2 Drw : B S R *I FG This design is for an individual building component. It has been based on specifications provided by the component manufacturer and dune in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on Chk: Dsgnr: #LC = 10 Customer Name: as TC 2x4 EFL #1 & Btr. Pl=r' M spec ANSI/'IPI - 1995 'This truss is desig-ed using the DurFace L=1.25 P=1.15 Rep Nbr Bnd 1.15 ` TR 5 North ark Dr., 4445 Northpark Ur., Colo Springs, CO 80907 content of the wood exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss bn accord nce with the following standards: 'TRUSCOM MANUAL', b Tnnswal, ' UALITY CONTROL STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES' - y Q (QST -88), 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (IIID -91) and 'MIB -91 SUMMARY BC Live .0 e f P BC Dead 10.0 e £ P BC 2x4 EFL #1 & Btr. IIIIS L1 SIIN IS ME CU4PCS17E 12FSCII,T OF LBC -97 Qxde. TOTAL 37.0 psf Defl Ratio: 14/360 TC: 1/480 CEL ELK 2x4 EFL SIANIARD KMPLE LOAD CASES. Bldg Ek -closed = Yes, Ehd Zone = No ' = Joint Locaticne PIA'IE VAILES PER ICBG FESEAR04 REMW #1607. BEARIM RojinUTENIS ehcvn are based CIZY Firrricarn/Oc an Line = No, Categary = B 1 0- 0- 0 29 4- 1- 0 Leaded for 10 PSF rm-oaan mere EQL. on the truss material at eadl bearing. Bldg I�� 80.00ft, Bldg YTidtli = 40.00ft, 2 4- 1- 0 30 5- 5- 0 <It is assured that ane face of this truss PLATIDI3 BASED CN CRFfN III"BER VATSES. Maaiz rnoY hen = 25.05ft, MEFi = 75 � 3 5- 5- 0 31 6- 9- 0 < is sheathed with plywood,OSB, Hood beard Classificatiaa = 4, Dead Load = 21.0 pef 4 6- 9- 0 32 8- 1- 0 < sidirV or hardboard sidirr3. If not-, 5 8- 0- 1 33 9- 5- 0 < ad3itiaaal loads nest be ocusidered am 6 9- 5- 0 34 10- 9- 0 < rM-matUL1CXW bearingea. 7 10- 9- 0 35 12- 1- 0 f�y or gabluse adequate staples e blocks. 8 12- 1- 0 36 12- 6-11 Cable studs naylateral bracing. See 'mks 9 13- 5- 0 37 13- 5- 0 ed gable 1:1 c sg detarl (s) . 10 14- 9- 0 38 14- 9- 0 Lateral lin tante with the damdsr have 11 16- 1- 0 39 16- 1- 0 not been oomider'ed unless noted et1xxw1se. 12 17- 5- 0 40 17- 5- 0 Mvre leads arra their eanaectiaae are the 13 18- 9- 0 41 18- 9- 0 neepaasabality of the baalditV designer. 14 19- 6- 0 42 19- 6- 0 15 20- 3- 0 43 20- 3- 0 16 21- 7- 0 44 21- 7- 0 17 22-11- 0 45 22-11- 0 18 24- 3- 0 46 24- 3- 0 19 25- 7- 0 47 25- 7- 0 20 26-11- 0 48 26- 5- 5 21 28- 3- 0 49 26-11- 0 22 29- 7- 0 50 28- 3- 0 23 30-11-15 51 29- - 0 24 32- 3- 0 52 30-111- 0 4-1.0 5-4-0 -� --t 5-4-0 4 -AO 4-9-0 5.4.0 5-4.0 -� I � 1 --� 25 33- 7- 0 53 32- 3- 0 4-1-0 9.5.0 14-9.0 19.6.0 24-3-0 29-7-0 34.11.0 ' 26 34-11- 0 54 33- 7- 0 27 39- 0- 0 55 34-11- 0 19-6-0 1 19-C-1) 28 0- 0- 0 56 39- 0- 0 1 2 3 4 5 6 7 8 9 10 11 12 1.11415 16 17 18 19 10 21 22 23 14 25 26 27 00 -6.001 t 10-1-3 0-4-3 I1-0-15 SHIP 0-4- 0-1-g 3.00 1 -3.00 0-2k8 19-2- t 19-2-8 39-0-0 28 29 30 31 32 33 .74 39637 38 39 40 41423 44 43 46 474#9 30 51 32 53 54 55 56 4-1-0 5-4-0 5-0.0 4.9.0 4.9.0 5-4-0 5.4-0 4-1.0 9.5-0 14.9.0 19.6.0 24.3-0 29-7-0 34-11-0 Truswal Systeme Plates are 20 ga. unless shown by "18"(18 ga.) or OVER CONTINUOUS SUPPORT "H"(16 ga.), positioned per Joint Report. Circled plates and false ��� �. • ME c n �Cn /�- 45982 X 12/31/02 CN1\ 9/11/2®®® Scale: 3/32" - 1' - WA1(LVIN(r Read all notes on this sheet and give a cow of it to the Erecting Contractor. TBF: 114.7 wo: RPHUNT B S R *I FG This design is for an individual building component. It has been based on specifications provided by the component manufacturer and dune in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on Chk: Dsgnr: #LC = 10 Customer Name: as 2- LLC this design meet or exceed the loading imposed by the local building code. It is assumed that the top chord is Laterally braced by the roof or fluor sheathing and the bottom chord is Laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for Lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture TC Live 16.0 psf TC Dead 11.0 psf DurFace L=1.25 P=1.15 Rep Nbr Bnd 1.15 ` TR 5 North ark Dr., 4445 Northpark Ur., Colo Springs, CO 80907 content of the wood exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss bn accord nce with the following standards: 'TRUSCOM MANUAL', b Tnnswal, ' UALITY CONTROL STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES' - y Q (QST -88), 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (IIID -91) and 'MIB -91 SUMMARY BC Live .0 e f P BC Dead 10.0 e £ P O. C. S ae P int 2- 0- 0 Desi Spec UBC -97 Design P TP5.0 Version T6.1.5 SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 1250 Connecticut Ave, NW, Ste 200, Washington, DC 20036. TOTAL 37.0 psf Defl Ratio: 14/360 TC: 1/480 job Name: rpihunt EIS X -LOC REACT SIZE REQ'D 1 0- 1-12 1591 3.50 1.70" 2 38-10- 4 1591 3.50" 1.70" IC FORCE AXL END CSI BC 2x4 1-2 -4941 .37 .33 .70 DFL 2-3 -4222 .29 .35 .64 #1 & Btr. 5-14 3-4 -4139 .29 .32 .61 loaded fcr 10 PSF rrn-cazaarrait WTI,. 4-5 -3200 .08 .28 .36 5-6 -3199 .08 .28 .36 6-7 -4139 .29 .32 .61 7-8 -4222 .29 .35 .64 8-9 -4941 .37 .33 .70 BC FCISE AXL BND CSI 10-11 4479 .58 .27 .85 11-12 4482 .59 .16 .74 12-13 4488 .59 .11 .70 13-14 3806 .50 .11 .61 14-15 3806 .50 .11 .61 15-16 4488 .59 .11 .70 16-17 4482 .59 .16 .74 17-18 4479 .58 .27 .85 FffB FORCE CSI FEB FORCE CSI 2-11 107 .03 .; 6-14 -923 .67 2-13 -620 .42 ,16-35 366 .15 4-13 366 .15 8-15 -620 .42 4-14 -923 .67 8-17 107 .03 5-14 2478 .33 MAX DEFLEX aT (span) 11/999 IN MFM 13-14 (LIVE) LF -.41" D- -.53" 71- -.94" - Joint Locations = 1 0- 0- 0 10 0- 0- 0 2 7- 0-10 ll 7- 0-10 3 10- 8- 4 12 11- 7- 1 4 13- 3- 5 13 13- 3- 5 5 19- 6- 0 14 19- 6- 0 6 25- 8-11 15 25- 8-11 7 28- 3-12 16 27- 4-15 8 31-11- 6 17 31-11- 6 9 39- 0- 0 18 39- 0- 0 FG LLC TRUSWAL SYSTEMS 4445 Northpark Dr., Colo Springs. CO 80907 Tp5.0 Version T6.1.5 7C 2x4 IFI, #1 & Btr. BC 2x4 DFL #1 & Btr. AEB 2x4 DFL SD*0ARD 2x4 ISI, #1 & Btr. 5-14 PLT ELK 2x4 TFL #1 & Btr. loaded fcr 10 PSF rrn-cazaarrait WTI,. PLA= BASED CN GUN LIDM VALLES. Truss ID: G1 On Plating spec : ANSI/TPI - 1995 'MS LESICN IS 7HE CQ4icsnE RESULT OF M.IITIAE = CASES. BEAR RECI]I111 PMS sham are bared CNLY az the truss material at each. bea=V. FLATS VA= PER ICBG RESFAIKH RE12Td' #1607. + + + + + + + + + + + + + + + + + + + + + + um�estrainad hcriz. LL deinectia>, = .29 in. ...................... 7-0-10 6-2-11� 6-2-11 1 6-2-11� 6-2-11 7-0-10 i 9-0-10 13-3-5 19-6-0 15-8-11 31-11-6 39-0-0 X 19-6-0 19-6-0 1 2 3 4 15 6 7 8 9 -6.001 0-q8 3.00 -3.00 0-1-8 19-2- t 2r-"+ 19-2-8 2i -t 10 11 12 13 14 15 16 17 18 7-0-10 6-2-11 6-2-11 6-2-11 6-2-11 7-0-10 7-0-10 13-3-5 19-6-0 25-8-11 31-11-6 39-0-0 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or "H"(16 ga.), positioned per Joint Report. Circled plates and false r. � K�I�I�Y�•��i I�Z•��Y�� 'Ibis truss is designed using the i.BC-97 Cbde. Bldg Eficicsed = Yes, aid Za-je = No a Harrlcne/Coem Line = No Categcsy = B Bldg Lerrith = 80.00ft, Bldg Width = 40.00ft, Mean rcof heigit = 25.05ft, MPH = 75 C'lassificatici = 4, Dead Load = 21.0 Psf I1-0-15 SHIP 0-4- WAKIVINU Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component. It has been based on specifications provided by the component manufacturer and done ut accordance with the current versions of TPI :rad AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertai t that the loads utilized on this design meet or exceed the loading imposed by the local building code. It is assumed that the top chord is Laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture content of the wood exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the followung standards: 'TRUSCOM MANUAL', by Truswal, 'QUALITY CONTROL STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES' - (QST -88), 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (1IIB-91) and 'IIID -91 SUMMARY SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The Americall Forest and Paper Association (AFPA) is looted at 1250 Connecticut Ave, NW, Ste 200, Washington, DC 20036. El 1 �CFFpFESSrc/VAS Qj m c o. 045982 X !t 2/31/02 TBF: 96.0 Chk: Dsgnr: #LC = 10 TC Live 16.0 pef TC Dead 11.0 pef BC Live .0 pef BC Dead 10.0 psf TOTAL 37.0 pef 9/11/2000 Scaler 3/32" - 1' WO: RPHUNT Customer Name: da DurFacs L=1.25 P=1.15 Rep Mbr Bnd 1.15 O.C.Spacing 2- 0- 0 Design Spec UBC -97 Defl Ratio: Lt/360 'IC: 1/480 Dob Name: r hunts Truss I®: V1 9 ®rw : TC 2x4 EFL #1 & Btr. Plating spec : Ami/`rPI - 1995 TmB truss is designed using the BC 2x4 EFL, #1 & Btr. THIS E SIGl LS THE pmsrm RESUZ OF LBC -97 Cbd:. (ML ELIC 2x4 rFL SD*ZPM nmrrTPLE LOAD CASES. Bldg Enc=losed = Yes, aid 7cne = No -__ Joint Lncatiais =--_ PLATE VALLES PER IBO Di> I RE PCRr #1607. BFARII'L; RW 5 sho n are based ONLY Hz ric rte/Oder Line = TbIii Categc y = B 1 0- 0- 0 4 0- 0- 0 Valley Truss application ally. on the truss material at eadr bearing. Bldg 80.00ft, Bldg Width = 40.00ft, 2 3- 9- 7 5 3- 9- 7 Gable studs may rem lateral bracing. See PLAMU BASED CN GEM LLTEER VALLES. Mean roofheight = 20.96ft, PM = 75 3 7- 6-14 6 7- 6-14 Tlvs als ted ale bracirxg detai1(a). Scale: 21/32" 0 1' Classification = 4, Dead Load = 21.0 pef "H"(16 ga.), positioned per Joint Report. Circled plates and false Lateral Mor in line with the chords have frame Elates are positioned as shown above. n7t been considered unless rioted otterwise. Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design Is furan individual building These leads aril their dnnaectians are the WO: RPHUNTV component. 11 has been based on specifications provided by the component manufacturer and done in responsibility of the baildirg designer. Customer Name t gtAWARNING C�verified 3-21� 3-2-15 3-2-15 6-5-14 3-9-7 3-9-7 1 �2 3 6.00 A 2.5-4 i 1-10-15 SHIP m0-0-4 .��=;: S'iG;vq� ti�Q�o _ M E SS9Fti� co Q ¢ td �p X5982 p W 12131102 Exp. 7-6-14 C N\\- 4 4 6 STATE OF CA��F� �- 3-9-7 3-9-7 3-9-7 3-9-7 7.6-14 '1'1' 1�7'f:3-4 9/ 11/2®®® Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or OVER CONTINUOUS SUPPORT Scale: 21/32" 0 1' "1 "H"(16 ga.), positioned per Joint Report. Circled plates and false frame Elates are positioned as shown above. Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design Is furan individual building TBF: 12.0 WO: RPHUNTV component. 11 has been based on specifications provided by the component manufacturer and done in Ch1c: Customer Name t gtAWARNING C�verified accordance with the currcm versions of'rPland APIA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on Degan: #LC - 9 da F'" this design meet or exceed the loading imposed by the local building code. It is assumed that the top chord is Literally braced by the roof or floor TC Live 16.0 psf DurFaea L=1.25 P-1.15 LLCshe.uhmgand the bottom chord is Enterallybraced bya rigid sheathing tnverial directly attached, unless otherwise noted. Bracingshown is forLateral support of components members only to reduce buckling length. 'Phis component shall not be placed in any environment that will cause the moisture TC Dead 11.0•pef Rep Mbr Bnd 1.15 TRUSWAI. SYSTEMS 445 Nonbparl• Il r., Colo Springs, CO 80 907 content of the wood exceed 197 and/or cause connector plane corrosion. Fabricate, handle, install and brace this truss in accordance with the following standards: 'TRUSCOM MY QANUAL', b rnrswal, 'QUALITY CONTROL STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES' - BC Live —•` .0 pef O.C.Spacing 2- 0- 0 ((1ST -RR), AIANDI.ING INS'T'ALLING AND BRACING METAL PLATT: CONNECTED WOOD TRUSSES' - (MIB -91) and 'HIB -91 SUMMARY BC Dead 10.0 pef Design Spec UBC -97 TpS . 0 Version T6 .1. 5 Sl llil l- by'rPi. The Truss 1'Lte Institute (I'I'I) is lorded at 583 D'Onofrio Drive, Madison, Wisconsin 59719. The Americ n Forest and Paper Association (AFI'A) is loaned at 1250 Connecticut Ave, NW, Ste 200, Washington, DC 20036. TOTAL 37.0 paf D2fl Ratio: 14/360 TC: 14/480 Job Name: r hunts WHL{LVINU Read all notes on this skeet and give a copy of it to the Erecting Contractor. Truss ID: V2 2 Drw : .f This design is for an individual building component. It has been based on specifications provided by the component manufacturer and done in SIGN ICUvIP This truss is �1�� �� the - BC 2x4 DFL #1 & Btr. MU IS ME STIE95 RESI= OF LBC -97 Cbde. ® BL�� �� CEL BILK 2x4 M SD*Ua5M M:II,TIPLE LCAD CA4S. sldg Etrlosed = Yea, End 2rne = No Joint T o atiais PLATE VAUES PER ICBG REM*Ki FMU ' #1607. BFARIM RQIJ1101M sh ;^n are based CNLY = No EJB Catec�y = B 1 0- 0- 0 4 0- 0- 0 Val -ley �-ss application only. on the tries material at each bearing. Bldg 80.00ft, Bldg Width = 40.00ft, 2 5- 9- 7 5 5- 9- 7 Cable studs may n�uire lateral bracing. See A.AT71Z BALD CN GEEK Li1'BER VAUES. Mean �lri� = 21.46ft, ME= 75 3 ll- 6-14 6 11- 6-14 urinals %gested gable bracing detail (B). BC Live .0 pef Classification = 4, ]�cl Icad = 21.0 psf Lateral leads in ]irne with the d=ds have BC Dead 10.0 pef Design Spec UBC -97 T SI Ififi'l" by'I PL Thc'fr uss Plate Institute ('1'1'1) is Loafed at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The Ameriavn Forest and Paper Association (APPA) is Located at 1250 Connecticut Ave, NW, Ste 200, Washington, DC 20036. not beat considered unless noted otherwise. Den Ptotic: It/360 TC: It/480 TOTAL 37.0 pef Tlrse loads andthei.r �mections are the responsibilityth of e building designer. 5-2-15 1 5-2-15 5-2-1'5 10-5-14 5-9-7 5-9-7 1 t2 3 00 d -d 0 4 5 5-9-7 5-9-7 Truswal Systems Plates are 20 ga. unless shown by 11181'(18 ga.) or "14"(16 ga.), positioned per Joint Report. Circled plates and false frame Dlates are nositioned as ahnwn .1-- 6 5-9-7 1 11-6-14 2-10-15 SHIP —0-0-4 OVER CON'T'INUOUS SUPPORT 8-10-15 ME Sf Q J 0 982 FXp, '2131102 \ .0_ CNS% 9/11/2000 Scale: 7/16" . 1' --j WHL{LVINU Read all notes on this skeet and give a copy of it to the Erecting Contractor. TBF: 18.0 J' WO: RPRUNTV .f This design is for an individual building component. It has been based on specifications provided by the component manufacturer and done in Chk: f Customer Name : accordance with the current versions of TPP and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be . ® BL�� �� verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on this design lading Dsgnr: #LC - 9 da TC Live 16.0 pef DurFaos L=1.25 P=1.15 meet or exceed the imposed by the local building code. It is assumed that the top chord is Literally It by the roof or Moor LLCsheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for Literal support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture TC Dead 11.0 pef Rep Mbr Bnd 1.15 TR(Icontent 4445 N rill ark Dr.. C 4•IaS Northpark Ur., Colo Springs, CO SU )117 of the wood exceed 197 and/or cause connector plate corrosion. Fabricate, handle, hnstall and brace this truss in accordance with the following snndards: 'TRUSCOM MANUAL', b I rtiswal, 'QUALITY CONTROL STANDARD FOR METAL PLATT: CONNECTED WOOD TRUSSES' - Y Q BC Live .0 pef 0. C. Spacing 2- 0- 0 (QST -8)0, 'I IANDL.IN(-, INSI'AL.LINO AND BRACING MI fAL PLATE CONNECTED WOOD TRUSSES' - (lIIB-91) and 'IiIB-91 SUMMARY BC Dead 10.0 pef Design Spec UBC -97 Tp5 .0 Version T6.1.5 SI Ififi'l" by'I PL Thc'fr uss Plate Institute ('1'1'1) is Loafed at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The Ameriavn Forest and Paper Association (APPA) is Located at 1250 Connecticut Ave, NW, Ste 200, Washington, DC 20036. Den Ptotic: It/360 TC: It/480 TOTAL 37.0 pef job Name: r hunts 'truss 1®: V3 : 2 ®rw TC 2x4 EFL #1 & Btr. Plating spec : ANSI/TPI - 1995 'Iles truss is designed using the BC 2x4 EFL #1 & Btr. = IESIIN IS THE 024ECSr1E Fif.S= CP IBC -97 Code. Com, ELK 2x4 EFL SE*Z11ArD M]LTIPLE LMD CASES. BldgEn_losed =Yes, aid 2rne = 130 --= Joint T—t-irns =__= HAM VALLES P ICB0 KMARCH FEE= #1607. R Loaded for 10 FSF BFARTM RE12JII2IIENrS shun are based QaY Hnr1CGM/C0eM Line = N0 �te�y B 1 0- 0- 0 6 0- 0- 0 an r-ommurrent BQL. on the truss material at eadn bearing. Bldg Length80.00ft, BldWh = 4b.00ft, 2 3- 9- 7 7 3- 9- 7 STC BASED CN cRma LFJBIt VALLES. Valley Truss applicaticn only. Mean roof he;� = 21.96ft, MPH = 75 3 7- 9- 7 8 7- 9- 7 Gable stu�'� lateral bracirrj. See Classification = 4, Dead Lead = 21.0 psf 4 ll- 9- 7 9 11- 9- 7 Tntaaals gable bracS.tzJ detarl(e). 5 15- 6-14 10 15- 6-14 Lateral 1 in line with the dads have not been eansidered unless noted ctherwise. These leads and their connections are the responsibility of the building designer. ;I 3-2-15 4-0-0 _ 4-0-0 3-2-15 ; 3-2-15 7-2-15 11-2-15 14-5-14 7-9-7 7-9-7 1 2 13 4 5 F --6—.-001 4-4 8-10-15 3-10-1 S UP 0-0-4 PpF toa10k4l 1 M FSsq�"� cco Q �.%�ip4598Y � .w= �0 e 1 31102 15-6-14 C N , Q�`P 6 7 8 9 10 SATE OF C��F� 3-9-? 4-0-0 4-0-, 3-9-7 3-9-7 11-9-7 15-6-14 TYPIC " 1 : 2-5- 7-9-7 4 9/1 1 /2000 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or OVER CONTnMOUS SUPPORT Scalet 5/16" . 1' V H"(16ga.), positioned per Joint Report. Circled plates and false frame g later are 12ositioned as shown above. WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. TBP: 29.3 wot RPHUNI'V This design is for an individual building component. It has been based on specifications provided by the component manufacturer and done in Chk: Customer Nasus: :accordance with the current versions of TPI and APPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be BMS ��]content verified by the component tn�nufacmrer turd/or building designer prior to fabrication. The building designer shall ascertain that the Inds tuil'ved on Dog=: #LC - 10 da B S this design meet or exceed the loading imposed by the local building code. It is assumed that the top chord is laterally braced by the roof or floor TC Live 16.0 psf DurFaee L=1.25 P.1.15 LLCsheathing :rad the bottom chord is laterally braced by a rigid sheathing material directly anached, unless otherwise noted. Bracing shown is for Lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture TC Dead 11.0 psf Rep Mbr Bad 1.15 of the wood exceed 194o and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following . BC Live .0 psf O.C. Spacing 2- 0- 0 4445 NoAt. a,k Dr., standards: 'TRUSCOM MANUAL', b Truswal, 'QUALITY CONTROL STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES'— (QST-88), 'IIANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 SUMMARY BC Dead"' 10.0 psf Design Spec UBC -97 SI 111"I" by TPi. 'I'he'rruss 1'Late Institute (r1'I) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Dan Ratio: 7i/360 TC: Lt/480 Tp5. 0 Version T6.1.5 Association (APPA) is lorded at 1250 Connecticut Ave, NW, Ste 200, Washington, DC 20036. TOTAL 37.0 psf . ]ob Name: r hunts 5-2-15 4-04-0 0 4-0-0 5-2 45 Truss ID: V4 : 2 Drw : 'IC 2x4 DFL 41 & Btr. Plattim spec : PMI/`IPI - 1995 _ This truss is designed using the BC 2x4 ITL #1 & Btr. 'II -IIS E SIGN IS TLE Q ,11CS IE RESULT lam' MC -97 Cbde. Com, BLK 2x4 DFL STPD» M MPLE LQAD CAMS. Bldg IY>cicsed = Yes, Phd Zane = No = Joint Locat, — RATE VALIES PER Its R1MRQ-I REMU #1607. ffiJRIM RIWI �1iI5 shouan are based QTLY I-I.srncaane/Ocean Line = No Category = B 1 0- 0- 0 6 0- 0- 0 Leaded for 10 PSF taaa-ca-cu rat Ear •. �T BASED CSI GZMN LUMBER SES- cn the truss material at each bearirg. 'Truss Bldg 80.00ft, Bldg 4lidth = 40.00ft, 2 5- 9- 7 7 5- 9- 7 Valley arplicatian aaly. beam r�height = 22.46ft, MPH = 75 3 9- 9- 7 8 9- 9- 7 Cable studs lateral bracirnq. See Cassificatiaan = 4. Dead Icad = 21.0 pef 4 13- 9- 7 9 13- 9- 7 lhtswals gable braciaag detanl(9). 5 19- 6-14 10 19- 6-14 Lateral 1 in lane with the chords have Q�ce tri ESS not been cazsidered unless n cted ctlxmwise. 3-4 These leads and their camactirns are the 9� «_ respcnsibility of the building designer. 5-2-15 4-04-0 0 4-0-0 5-2 45 5-2-15 9-2-15 13-2-15 18-5-14 1 2 3 4 5 F-6. 0 . 44 8-10-15 4-10-15 4-10-15 SHIP 3-4 Q�ce tri ESS 3-4 9� «_ — 0-0-4 0-0-4 A 213 102 19-6-14 CN., i f 66 6 7 8 9 10 TATE OF UP&` 5-9-7 4-0-0 4-0-0 5-9-7 9-9-7 13-9-7 19-6-14 TYPICA11-VLA 3 : 2-:5-4 9/11/2000 ^t u Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or OVER CONT3NUOUS SUPPORT "11"(16 Scale: 1/4" . 11 ga.), positioned per Joint Report. Circled plates and false frame plates are positioned as shown above. WARNING Rend all notes on this sheet and give a copy of it to the Erecting Contractor. TBF: 36.7 WO: RPBUNTV This design is foram individual building component. It has been based on specifications provided by the component manufacturer and done in Chk: Custemuer Name: accor(:tuce with the current versions of I'PI and ArPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be LUSAit l� �G verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on Dsgnr: #LC . 10 da this design meet or exceed the boding imposed by the local building code. It is assumed that the top chord is laterally braced by the roof or floor TC Live 16.0 psf DurFacs L=1.25 P.1.15 ® LLC sheathing and the bottom chord is Laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture TC Dead 11.0 psf Rep Mbr Bnd 1.15 TRUcontent 4445 NorthWAL SYSTH<,iS JJJS Northpark Ur., Colo Springs, CO kttl9Q7 of the wood exceed 19% and/or c use connector plate corrosion. Fabricate, handle, install and brace this truss In accordance with the following standards: 'TRUSCOM MANUAL', b I ruswal, 'QUALITY CONTROL STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES' = Y BC Live .0 psf O. C.Spacing 2- 0- 0 (QsT-kit), 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES'- (HIB -91) and 'IIIB-91 SUMMARY BC Dead 10.0 pef Design Spec UBC -97. . 0 Version T6.1.5 SI11iET' by 1*I1I. The Truss Kite Institute (TPI) is loaned at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper c Association (AIIPA) is looed at 1250 Connecticut Ave, NW, Ste 200, Washington, DC 20036. TOTAL • 37.0 psf Ikfl Ratio: ]/360 IC: W486Tp5 Job Name: r hunts t Truss I®: V5 : 2 ®rw : 5-10-15 5-10-15 t 5-10-15 TC 2x4 DFL #1 & Btr. - PlatinEf spec : PNSI/IFI - _ 1995 This Ts truss is designed using the SHIP BC 2x4 DFL #1 & Btr. TM MIGN IS THE CIT=IE RESIIIT OF LBC -97 Code. CBI, ELK 2x4 EFL STAIA,RD =PLE ICAD CASES. Bldg FYtclosed =Yes, End late Cl No -- _= Joint L—tiens_ = PLATE VALLES PER ICBG RESEARCH RE PZIRr #1607. BFARIIS REt=G,1E 7IS shOAn are based CNLY Hsxzcune/Cbean. Line = No FYI Category = B 1 0- 0- 0 9 3- 9- 7 Tcaded for 10 PSF rrn-ocnan ent BQL, on the truss reterial at each bearug. Bldg 80.00ft, B1c13 Width = 40.00ft, 2 3- 9- 7 10 7- 9- 7 IN (IIQ IITlEIi2 VAILFS. Valley T2wsr3 applicatim only. Meath height = 22.96ft, M13 -f = 75 3 7- 9- 7 11 11- 9- 7 Gable studs naylateec-aal bracirV. See Classificatiah = 4, Dead load = 21.0 psf 4 11- 9- 7 12 15- 0- 0 Thw als ac� a h acit� detail (s) . �2rs�ro2 5 15- 9- 7 13 15- 9- 7 � Lateral lads in line with the dd. have 6 19- 9- 7 14 19- 9- 7 l not beat considered unless rued otherwise. 7 23- 6-14 15 23- 6-14 Trese loads and their con e tirns are the 8 0- 0- 0 frame plates are Positioned as shown above. responsibility of the baildiM designer. WARNING Rend all notes on this skeet and give a copy of it to the Erecting Contractor. 4-0-0 4-0-0 4-0-0 4-0-0 ' 3-215 7-2-15 11-2-15 15-2-15 19-2-15 22-5-14 F6 00 ff-11111II 7 t 4-4 5-10-15 5-10-15 t 5-10-15 SHIP 3-4 3 a E Fti S,sq C�'L _ -0-0-4 0-0-4 S=34 (`� o C 5982 9 nc �2rs�ro2 ��..• - 23-6-14 � EXQ. 9 10 11 12 13 14 15 3-9 4-0-0 SSI N8 �.0 l 4-0-0 4-0-0 4-0-0 3-9-7 3-9-7 7-9-7 11-9-7 15-9-7 19-9-7 23-6-14 T9/11/2000 l'a[, 1 TE'l :)2.5-4 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or OVER CONTINUOUS SUPPORT Scale: 7/32" a 1' H"(16 ga.), positioned per Joint Report. Circled plates and false frame plates are Positioned as shown above. 1 WARNING Rend all notes on this skeet and give a copy of it to the Erecting Contractor. TBF: 48.0 Wo: RPHUNTV _t d, This design is for an individual building component. It has been based on specifications provided by the component manufacturer and done in Chk: Custc zmr Name: accordance with the curfenl versions of TPI :rad AFI'A design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be I, AR MFC verified by the component nunudacmrer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on Dsgar t #LC - 10 da this design meet or exceed the loading imposed by the local building code. It is assumed that the top chord is laterally braced by the roof or floor TC Live 16.0 psf DurFaee L=1.25 P=1.15 ®LLC sheathing :rad the bottom chord is Luenlly braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for Literal support of components members only to reduce buckling length. ']'his component shall not be placed in any environment that will cause the moisture TC Dead 11.0 pef Rep Nbr Bad 1.15 TR(content a•IS 4445 N'At. SYSTIiA1S Nonhpnrl Ur., C"lo Spriuge, CO 80907Y of the wood exceed 197 and/or erase connector plate corrosion. Fabricate, handle, WWI and brace this truss in accordance with the followuug � •rvswasumd:rrds: ' 1'RUSCOM MANUAL', h I l, 'QUALITY IALITY CONTROL STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES' - . BC Live .0 pef O.C. Spacing 2- 0- 0 (QST -88), 'IIANDIANO INSTALLING AND BRACING METAI, I'LA'r1: CONNECTED WOOD TRUSSES'- (MIB -91) and'HIB-91 SUMMARY BC Dead 10.0 pef Design Spec UBC -97 SIMS I' by'ITI. The TrrssTL•te Institute (I'I'I) is locoed at 5x3 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Tp5. 0 Version T6.1. 5 AssuccMa dion (A171'A) is locatedat 1250 Connecticut Ave, NW, Ste 200, Washington, DC 20036. TOTAL 37.0 pef Defl Ratio: 7:/360 TC: 1{/480 _ _. Job Name: r hunts Truss ID: V6 : 2 Drwg:CO00255107-006 WO: RPHUNTV This design is for an individail building component. It has been based on specirications provided by the component mmtufacmrer and done in Chk: TC 2x4 EFL #1 & Btr. Pl=tirrj spec • ANSI/PPI - 1995 This truss is designed using the LUAR MFG verified by the component m:untfacntrer :rad/or building designer prior to fabrication. The building designer shall ascertain that the heads utilized on this design BC 2x4 EFL #1 & Btr. THLS ASKN IS ME CII=M RE MW CF LBC -97 C-ide. DurPacs L=1.25 P-1.15 meet or exceed the loading imposed by the local building code. It is assumed that the top chord is laterally braced by the roof or floor LLCsheathing CBL BLK 2x4 DFL SD4iMRD f EMPLE LOAD C kcM. Bldg 13rlosed =Yes, aid 7tne = No Joint Locatiaas PLATE: VAIM PER ICBG RE M%RC 3 REMU #1607. EEARIM R8,7jn;DENM ehonaa are based CNLY I mxicane/Qxan Line = 1,bExp Chtegcny = B 1 0- 0- 0 9 5- 9- 7 aa Lckd for 10 PSF ran-camurreat BaI . on the truss nateial at each bear:irz3. Bldg 80.00ft, Bldg Width = 40.00ft, 2 5- 9- 7 10 9- 9- 7 PLATTN3 BASEI) CN GEEN uJvMt VALM • Valley Thass a plication only.Mamaroof height = 23.46ft, MEIi = 75 3 9- 9- 7 11 13- 9- 7 Cable studs nay lateral bracirx See Cassificatian = 4, Daad Load = 21.0 psf 4 13- 9- 7 12 17- 0- 0 Thasva]s gable bracing dd.ail(s). gable 5 17- 9- 7 13 17- 9- 7 Lateral lir the ohcrds have 6 21- 9- 7 14 21- 9- 7 not been ozrisidered unless rated otherwise. 7 27- 6-14 15 27- 6-14 These loads and t -heir oatr=ticns are the 8 0- 0- 0 respazsibi-lity of the building designer. - I . •i 5-2-15 1 4-0-1)� 4-0-0 4-0-0 4-0_0 5-2-15 5-2-15 9-2-15 13-2-15 17-2-15 21-2-15 26-5-14 13-9-7 13-9-7 1 2 3 t4 5 6 7 27-6-14 8 9 10 11 1213 14 IS 5-9-7 � 4-11-() —t 4'0� 4'0'0 —{ 4-0— U --t 5-9-� 5-9-7 9-9-7 13-9-7 17-9-7 21-9-7 27-6-14 6-10-15 SHIP 0-0-4 'rypi '1'A, i� z�Al . 9/11/2000 JIB Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or OVER CONTINUOUS SUPPORT Scale: 5/32" - 11 "H"(16 ga.), positioned per Joint Report. Circled plates and false frame Elates are jjgaLoned as shown above. WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. TBP: 56.7 WO: RPHUNTV This design is for an individail building component. It has been based on specirications provided by the component mmtufacmrer and done in Chk: Customer Name: accord:mce with the current versions of TPI and APPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be LUAR MFG verified by the component m:untfacntrer :rad/or building designer prior to fabrication. The building designer shall ascertain that the heads utilized on this design Dsgnr: #LC - 10 da TC Live 16.0 psf DurPacs L=1.25 P-1.15 meet or exceed the loading imposed by the local building code. It is assumed that the top chord is laterally braced by the roof or floor LLCsheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateml suppon of components members only ar reduce buckling length. This component shall not be placed in any environment that will cause the moisture TC Dead 11.0 psf Rep Mr Bad 1.15 TRUSWAL SYSfr.. C TRU Nonhpurk 1)r.. ad" Springs, CO 81)N)7 content of the wood exceed 19% and/or curse connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following standards: ' TRUSC)M MANI.AL , b I ntswal, 'QUALITY CONTROL STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES' - y BC Live .0 psf O. C. Spacing 2- 0- 0 (OSI' -RX), 'IIANDLING INS ALLINU AND BRACING MIi'I'AL PLATE CONNECTED WOOD TRUSSES' - (IIID -91) and 'IIIB-91 SUMMARY BC Dead 10.0 psf Design Spec UBC -97 Tp5 . 0 Version T6 .1. 5 SIIEE'1" by'TPI. The T um I'L•ue Institute (I'I'I) is I:uated at 5x3 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Assoccdion (N'I'A) is loaned at 1251) Connecticut Ave, NW, Ste 2W, Washington, DC ^_0036. TOTAL 37.0 psf t1 Ratio: 14/360 TC: L4/480 Job Name: r hunty WAAIVIiV (;• Read all notes on this sheet and give a copy of it to the Erecting Contractor, 'truss I®: V7 2 ®rw : This design is for an individual building component. It has been based on specifications provided by the component manufacturer and done in Chk: Custemner Name: TC 2x4 EFL #1 & Btr. Plating spec : XBI/TPI - 1995 This trues is designed using the ®� ® � ��� �� verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on Dog= a #LC - 10 BC 2x4 DFL #1 & Btr. 'THIS EESIIN IS UE CQIFWPIE RE= Cr LBC -97 Code. TC Live 16.0 DurFaes L=1.25 P=1.15 ® LLC sheathing and the bottom chord is Laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for Lateral CaL BLK 2x4 EFL STPIARD M(=PIE LCAD (7.4ES. Bldg I]'tclesecl = Yee, FYrl Zcne = No Joint r=tirns -_= T�fATh VALLk5 PER I(BD REFI PE=#1607. �AARIIT F2E�TIINI5 3h7�Y d1 are based QI[trzzcai�e/( IL 1 Lim= No F7q� Categcny = B 1 0- 0- 0 11 3- 9- 7 L for 10 PSF nc n-cn current BC1I . an the truss nateu:aal at each bearing. Bldg Langth = 80.00ft, Bldg dth = 40.00ft, 2 3- 9- 7 12 7- 9- 7 STM BASED CN GZEE1 LLM R VALIES. Valley Truss applicatim enly. Phan roof height = 23.96ft, MPH = 75 3 7- 9- 7 13 11- 9- 7 Coble studstray lateral hracuV. See Classificatien Dead = 4, Dd Load = 21.0 psf 4 11- 9- 7 14 15- 9- 7 Trus Gals �g�s ed cable btacarr3 detatl(e) . 5 15- 9- 7 15 18- 0- 0 lateral loach an line with the d. -ds have 6 19- 9- 7 16 19- 9- 7 rot been aaisidered unless noted ctlrswise. 7 23- 9- 7 17 23- 9- 7 These loads and their cammctiens are the 8 27- 9- 7 18 27- 9- 7 responsibility of the building designer. ^ 9 31- 6-14 19 31- 6-14 10 0- 0- 0 : 2.5-4 7-10-15 t — 3 0-0-4 i ;i 3-2-115' , 4-0-0� 4-04) 4-0-0 4-0-0 4-0-0 4-0-0 -i-15 3-2-15 7-2-15 11-2-15 15-2-15 19-2-15 23-2-15 27-2-15 30-5-14 15-9-7 15-9-7 1 2 3 4 t5 6 7 8 9� 6.00 a 10 11 12 13 14 15 16 17 18 19 3-9- 7 y 4-0-0 4-0-0 4-0-0 4-0-0 4-0-0 1 4-0-0 i 3-9-7 3-9-7 7-9-7 11 -9-7 15-9-7 19-9-7 23-9-7 27-9-7 31-6-14 7-10-15 p�ESSip,y� SHIP �QQP` M ESS4e- 0-0-4 ¢ Q rfd459B2 Tr�swal Systems Plates are 20 Sta. unless shown by "18"(18 Sia.) or OVER CONTINUOUS SUPPORT (16 ga.), positioned per Joint Report. Circled plates and false frame elates are nositioned as shnwn =1 -- 9/11/2000 Scale: 5/3211 - 11 WAAIVIiV (;• Read all notes on this sheet and give a copy of it to the Erecting Contractor, TBF: 66.7 WO: RPHONTV This design is for an individual building component. It has been based on specifications provided by the component manufacturer and done in Chk: Custemner Name: g j accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be ®� ® � ��� �� verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on Dog= a #LC - 10 da M this design meet or exceed the heading imposed by the local building code. It is assumed that the top chord is btemily braced by the roof or floor TC Live 16.0 DurFaes L=1.25 P=1.15 ® LLC sheathing and the bottom chord is Laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for Lateral psf support of components members only to reduce buckling length. This component shall not be placed on any environment that will cause the moisture TC Dead 11.0 psf Rep Mbr Bnd 1.15 T 45 Noah SYSTEMS I)r.MS 4JaS Northpark Ur.. Colo Springs, CO NU907 content of the wood exceed 197 and/or cause connector plato corrosion. Fabricate, handle, install and brace this truss in accordance with the following xt:ndards: 'TRI ISCOM MANUAL', b I roswai, ' t IALI'I'Y CON'T'ROL STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES' - Y Q � BC Live .0 psf O.C. Spacing 2- 0- 0 (QST -88), 'IIANDLINO INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (MIB -91) and '11113-91 SUMMARY r BC Dead 10.0 psf Design Spec UBC -97 SIII?1 1" by'1'111. The Truss I'Lac Institute ('I'I'I) is hacaled at 513 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Tp5. 0 Version T6 .1. 5 Association (AI -TA) is located at 1250 Connecticut Ave, NW, Ste 200, Washington, DC 20036. TOTAL 37.0 psf to fl Ratio: L/360 TC: 1/480 Job Name: r hunts WAKIVILV U Read all notes on this skeet and give a copy of it to the Erecting Contractor. Truss ID: V8 2 Drw : �j This design is for an individual building component. It has been based on specifications provided by the component manufacturer and done in C k: 'IC 2x4 DFL #1 & Btr. Plating : AMI/'PPI - 1995 This truss is designed using the Customer Name: P11 I's 2. -4 Dsgnr: #LC - 10 BC 2x4 EFL #1 & Btr. THIS I>CBIGN IS THE CU4CSrM RTST.II,T OF LHC -97 Cade. meet or exceed the imposed by the local building code. It is assumed that the tochord is Laterally braced by the roof or floor LLCshe:uhiug :rad the bottom chord is Luerdly braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for Literal GEL ELK 2x4 EFL 9E*0PfD M.II F E LC1AD CASES. Bldg }]-closed = Yes, End Zcne = No support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture Joint Locatirns -- PfATR VAU:ES FM ICHD RESEARCH REEiFII' #1607. Loaded for 10 )?SF BOLL. EEARRNG SIS shcurt are based ONLY -S. Harricane/Clean Lim = No , Cbtegtny = B 1 0- 0- 0 ll 5- 9- 7 nararnansant rn the truss material at each bear , Bldg Lerjth = 80.00ft, Bldg dth = 40.00ft, 2 5- 9- 7 12 9- 9- 7 PLATRG BASED tN GZMN UM3ER VALM. Valley 'trussonly. = 75 M�1 height = 24ead 3 9- 9- 7 13 13- 9- 7 Gablee sbads ay = lateral ' See ' l Claseificatirn = 4, Dead Lead = 21.0 psf L d 4 13- 9- 7 14 17- 9- 7 .mss ar gab j detail 5 17- 9- 7 15 20- 0- 0 Lateral leads llim�eth�d.:d. have 6 21- 9- 7 16 21- 9- 7 n:.t been aanside.'ed unless acted otherwise. 7 25- 9- 7 17 25- 9- 7 These loads and their ma>ectians are the 8 29- 9- 7 18 29- 9- 7 reeperisibility of the hnldu-g designee'. 9 35- 6-14 19 35- 6-14 10 0- 0- 0 .I 5-2-15� 4-0-0 4.0.0 4-0.0 4-0-0_i 4-0-0 14-0-0 5-2-15--t 5-2-15 9-2-15 13-2-15 17-2-15 21-2-15 25-2-15 29-2-15 34-5-14 17-9-7 I 17-9-7 1 2 3 4 5 6 7 8 9 r 6.00 -6.001 :ice 10 11 12 13 14 15 16 17 18 19 5-9-7 i 4-0-0 4-0-0 4-0-1_ ) 1 4-0-0 1 4-0-0 4-0-0 5-9-7 5-9-7 9-9-7 13-9-7 17-9-7 21-9-7 25-9-7 29-9-7 35-6-14 8-10-15 SHIP 0-0-4 Truswal Systeme Plates are 20 ga. unless shown by "18"(18 ga.) or OVER CONTINUOUS SUPPORT H"(16 ga.), positioned per Joint Report. Circled plates and false frame plates are positioned as shown above. PpFESSI0&4 MES�� Q Cn 1�c N C 45962 12131102 Exp• CNW- STATE OF CA��F�'' 9/11/2000 Scale: 1/8" . 1' `';f .;� WAKIVILV U Read all notes on this skeet and give a copy of it to the Erecting Contractor. TBP: 77.3 WO: RPE INTV �j This design is for an individual building component. It has been based on specifications provided by the component manufacturer and done in C k: + s� TYPIC I Customer Name: P11 I's 2. -4 .I 5-2-15� 4-0-0 4.0.0 4-0.0 4-0-0_i 4-0-0 14-0-0 5-2-15--t 5-2-15 9-2-15 13-2-15 17-2-15 21-2-15 25-2-15 29-2-15 34-5-14 17-9-7 I 17-9-7 1 2 3 4 5 6 7 8 9 r 6.00 -6.001 :ice 10 11 12 13 14 15 16 17 18 19 5-9-7 i 4-0-0 4-0-0 4-0-1_ ) 1 4-0-0 1 4-0-0 4-0-0 5-9-7 5-9-7 9-9-7 13-9-7 17-9-7 21-9-7 25-9-7 29-9-7 35-6-14 8-10-15 SHIP 0-0-4 Truswal Systeme Plates are 20 ga. unless shown by "18"(18 ga.) or OVER CONTINUOUS SUPPORT H"(16 ga.), positioned per Joint Report. Circled plates and false frame plates are positioned as shown above. PpFESSI0&4 MES�� Q Cn 1�c N C 45962 12131102 Exp• CNW- STATE OF CA��F�'' 9/11/2000 Scale: 1/8" . 1' `';f .;� WAKIVILV U Read all notes on this skeet and give a copy of it to the Erecting Contractor. TBP: 77.3 WO: RPE INTV �j This design is for an individual building component. It has been based on specifications provided by the component manufacturer and done in C k: + s� accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be Customer Name: > tU SAR M FG verified b the component tremufacturer and/or buildingdesigner prior to fabrication. The buildingdesigner shall ascertain that the loads utilized on this design loading Dsgnr: #LC - 10 da TC 'P-1.15 meet or exceed the imposed by the local building code. It is assumed that the tochord is Laterally braced by the roof or floor LLCshe:uhiug :rad the bottom chord is Luerdly braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for Literal Live 16.0 pef DurFace L=1.25 support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture TC Dead 11.0 pef Rep 1Nbr End 1.15 TIO tSWAI, sYsl'Iin1Sr., Col" Springs, CO 8tn'A I7 44.15 Northpark' U content of the wood exceed 191 and/or Cause connector plane corrosion. Fabricate, handle, install :rad brace this truss in accordance with the following st:uul:u-dx; "I'It1ISi'OM MANIJAI.', bY I ntxwal, 'UI IALI'I'Y CONTL STANDARD FOR METALI'IATI? CONNECTED WUOD'fRUSSI?S' - BC Live .0 e f P O.C. ao SP �4 2- 0- 0 (()S'I'-XM). 'I IANDLINU INSTALLING AND IIRACIN(i METAL PLATE- CONNEcTi?D WOOD TRIISSI?S' - (IIIB•91)and '11111.91 St1MMARY EC Dead 10.0 pef Design Spec UBC -97 SHEEN" by'ITI. The Truss I'L is Institute ('I'I'I) is Ioc:ded at 5x4 D'Onufrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Tp5. 0 Version T6.1.5 AssocLdion (AFI'A) is loc ted at 1250 C01111Wicut Ave, MV, Stc 2(X), Washington, DC 20036. TOTAL 37.0 pef Deft Ratio: 14/360 TC: 111480 If 1'LAK I'1 A Ik; 3.4 12x41 b•b 12%61 6 B 12x01 9E�d 1.5.3. BC SPLICE; 3.412x4) ' 5.512x6) e•e 120) A BIA)MWM 40 PSF LIVE 1 OAD. e0 MPH WIND EXPOSURE C. LESS IRAN 2W -O' WALL IIEIGI IT RRACINA DE TALI S GAULE END FRAMING CONN[ CTION OE TAILS IMIN. NAIL FiCUUu%EMCNTS SHOWN) OABLE STUD 2x4 SOLID BLOCK WITH 3.10d NAILS Od AT S' o.c. 614F.ATHING TO GARI.E EA. END AND Bd NAILS FROM SIIEA711ING / TRUSS, Od AT B' o.c. 1 70 BLOCK AT 6'o.c. 1 Y.' NOTCII Q 32' o.c. II MAIL GUM W A(.IIIU IJAI C MODEL 20 UBC CONTINUOUS 2/11/99 GABLE DETAILS co 2.4 BnwCE WITH 4.1dd NAIL 1.16d Led AT 24' l SA- I 2.1Od led. SOLID BLOCK �� WITH ]-led TOE_ 24.0.0. T•lAd NAAFI>EA. CND 4 WARNING Reed att notes on this Sheet and gMa a COPY Of /t to 1110 EnSCUng Co1ibill" R 1 n.:.Y. V. r 4• r1 r•►.r►..1 L.wrY.y cMy..r.Ml • Ma hrlr. MW M arr[Ara.eM pe..Nd M M LY.prMlr �Mla 4eAew . ' rau.W.r wa, nr w.Yx .aarrw .rl III .we N IA d..pA tl.Aerldt. /W /aIPOgOtly • euwrere b eletlWe� eeelreela Orerlrww ex► �/ ►. IU Iw . w t..l h.. f awlrrvnl r .r•,4'ura .memt..Nwv .Irt,r.a PAN b Iallwab" lw e,rw aw't'/ IASL ueara w.e ar llrw T" ,Aron w era A...1.. .r ..a..e I" W4.0 ..roe...) a» we s bwov Ghee. e e ,etr.e.. «. M Mellell� Ittelxly.l.....P« ...4 w lrrr ..+ rw...I ./wl �.. Lm.rw .wird . MarM w..au 4 • .ral atta a.rrA.o w...a.a d+.ter lee. an"" 4~."*e res a m" 1 aw..w.xr aAar.we,rl./a.rwA. rrrr. r..w w.n aryMltl_*.rr .tAW""am• iw.rMMt�ewterreWA�M��tlr�lle�ew0 !r+ ... trMrM,w,..wr•wwr.aw.ooe .•ar.r /r'a .wer m..r..aw.rMroe.etr Pee..ne..er.er.'sl�eeewe Metee.eeYeM \r��I► j S n, r Er:aw.wa..Aw aer Y.tlrwy ar•.rm IAYSCUY YAMUAL' er e•..r. 'oUlr+lr COMIIgL e:AMDAAO raw WeTAft\ATa aOlelaCR0 IPUSWAL 5VSIEA4 Cor POf1A1t7N WOOD IAUSSE3' • 10S1e61 '",Noted. e1SMUMO AMO erlAC Mo METAL NATO CGMMECMO wa00 flMAWS' • VMS* IPS v=44 SUUUAIIr S/,t E r L1 IM IMI.,..t►,.Ir r1.Y.Ar IIHI■Yul..r rl Se)DO..ox,eO.we. Yeowi wesalrw e22K /IIeA>w.wetn Pelewl' Pyla A"G6Ytr1.. IA/PN r W -M-8 Y IM Caw,woA M. NW elr 2D0. Wtil./yllew. UC 20DU MAXIMUM 1'•O' EAVE WITH BLOCKS @ 31'o.c. OR 2'•0' EAVE, � 6'-0' MAXIMUM MAXIMUM. WIT11 4x2 I? OR BIH. i•l. x7- URACE SPACING OUILOOKE14S CUT INFO OABIE 0 32'0.0. p2N4 BRAC£ 2x4 12 MINIMUM CONTINUOUS OTRONORACK BRACED TO ROOF SIRUCTUHE AF 6'-0' MAXIMUM. 2.4 STRONOBACK BRACED " STRONOBACK AT; AT EVERY 8'•0' MAXIMUM W-10' CLEASPAN. 70 MPH 4'•t.b'CLEAR61'AN, 00 MI'If r: MINIMUM GRADE CHORDS AND = STUDS 2x4 STUD/STANDARD. STUDS TO BE MAXIMUM 24'o.c. ' �•: • WALL BRACING PER BUILONO DESIONEIL y s HEEL PLATE: 3.4 (21141 � I Y� 6.6 )2x01 0-6 I2XB) '• — -- 2.4 CONTINUOUS BAC1ONG s• — I CONTINUOUS BEARING WAI I. WITH 180 NAILS AT 24' O.B. TO 1HE WALL PLATE. SECTION A GAULE END FRAMING CONN[ CTION OE TAILS IMIN. NAIL FiCUUu%EMCNTS SHOWN) OABLE STUD 2x4 SOLID BLOCK WITH 3.10d NAILS Od AT S' o.c. 614F.ATHING TO GARI.E EA. END AND Bd NAILS FROM SIIEA711ING / TRUSS, Od AT B' o.c. 1 70 BLOCK AT 6'o.c. 1 Y.' NOTCII Q 32' o.c. II MAIL GUM W A(.IIIU IJAI C MODEL 20 UBC CONTINUOUS 2/11/99 GABLE DETAILS co 2.4 BnwCE WITH 4.1dd NAIL 1.16d Led AT 24' l SA- I 2.1Od led. SOLID BLOCK �� WITH ]-led TOE_ 24.0.0. T•lAd NAAFI>EA. CND 4 WARNING Reed att notes on this Sheet and gMa a COPY Of /t to 1110 EnSCUng Co1ibill" R 1 n.:.Y. V. r 4• r1 r•►.r►..1 L.wrY.y cMy..r.Ml • Ma hrlr. MW M arr[Ara.eM pe..Nd M M LY.prMlr �Mla 4eAew . ' rau.W.r wa, nr w.Yx .aarrw .rl III .we N IA d..pA tl.Aerldt. /W /aIPOgOtly • euwrere b eletlWe� eeelreela Orerlrww ex► �/ ►. IU Iw . w t..l h.. f awlrrvnl r .r•,4'ura .memt..Nwv .Irt,r.a PAN b Iallwab" lw e,rw aw't'/ IASL ueara w.e ar llrw T" ,Aron w era A...1.. .r ..a..e I" W4.0 ..roe...) a» we s bwov Ghee. e e ,etr.e.. «. M Mellell� Ittelxly.l.....P« ...4 w lrrr ..+ rw...I ./wl �.. Lm.rw .wird . MarM w..au 4 • .ral atta a.rrA.o w...a.a d+.ter lee. an"" 4~."*e res a m" 1 aw..w.xr aAar.we,rl./a.rwA. rrrr. r..w w.n aryMltl_*.rr .tAW""am• iw.rMMt�ewterreWA�M��tlr�lle�ew0 !r+ ... trMrM,w,..wr•wwr.aw.ooe .•ar.r /r'a .wer m..r..aw.rMroe.etr Pee..ne..er.er.'sl�eeewe Metee.eeYeM \r��I► j S n, r Er:aw.wa..Aw aer Y.tlrwy ar•.rm IAYSCUY YAMUAL' er e•..r. 'oUlr+lr COMIIgL e:AMDAAO raw WeTAft\ATa aOlelaCR0 IPUSWAL 5VSIEA4 Cor POf1A1t7N WOOD IAUSSE3' • 10S1e61 '",Noted. e1SMUMO AMO erlAC Mo METAL NATO CGMMECMO wa00 flMAWS' • VMS* IPS v=44 SUUUAIIr S/,t E r L1 IM IMI.,..t►,.Ir r1.Y.Ar IIHI■Yul..r rl Se)DO..ox,eO.we. Yeowi wesalrw e22K /IIeA>w.wetn Pelewl' Pyla A"G6Ytr1.. IA/PN r W -M-8 Y IM Caw,woA M. NW elr 2D0. Wtil./yllew. UC 20DU 3 C] APPROVED --gfCAVDITIONALLY APPROVED ❑ RESOLVE PROBLEMS PRIOR TO APPROVAL PERMIT CLEARANCE Permit #: ^ 2 �" ]� Date: — Gener&Rnfornnad%/f AP#: D3�-�tj.p--D2tyo Owners Name:t-� r� - Parcel Acreage: i Owners Address: 99 � Building Site Address: ProvertYlnformation Permit Type: ❑ Agriculture Building ❑ Commercial ❑ Industrial ❑ Mobile Home MSFD ❑ Residential Accessory ❑ 2nd Dwelling ❑ Multi -Family >2 units per parcel ❑ Septic ❑ Well ❑ Other Zone District: / l - R Date of Zoning Ordinance: / % " p General Plan: L _D 2 Development Agreement: Use Permit: Variance: Parcel Is In: Land Conservation Agreement No ❑ Yes, check use Minimum Acreage: Nitrate Action Plan Ig No ❑ Yes Violation Area No ❑ Yes Specific Plan] No ❑ Yes ❑ Chico ❑ D2N Enterprise Zone No ❑ Yes, check use ❑ Floodplain No Yes Zone: ❑ Watershed Protection Zone No Yes Proposed Use Complies With• General Plan Zoning Subdivision Ma Proposed Use Reauires• ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit Commercial/Industrial/Multi-Family 11— Parking: ❑ Parking Requirements are OK as Shown ❑ Other Landscaping: ❑ Landscaping Requirements are OK as Shown ❑ Other Road and Drainage Improvements Required: ❑ No ❑ Yes Anolicabie Setbacks: ❑ Cohasset Panel Number: O I (J —5-6 ❑ Accessory Building Use Zoning Code Street & Hi hwa s Fre Prevention Subdivision Ma Front Side v Side street Rear 3 Heicht lT. ll.i aI M. ry " T Septic Permit Review: Well Permit Review: Land Development Review: -Dgmap Permit C/earance Agriculture Affidavit Required ❑ No ❑ Yes Designated Well Site ❑ No ❑ Yes Drainage Plan (ConVInd/Multi) ❑ No ❑ Yes Date of Creation: Deed Reference: Parcel IYontage on Publicly Maintained Road: Compaes with County Standards fbr Deed Creation: Comments: Date of Recording: -L 2�j — 8 9 Lot: v -editions That Must be M t Pricr to Icouanre of permit ❑ Verify Legal Parcel ❑ Verify Legal Access Legal Access Provided: ❑ No ❑ Yes Legal Access Required: ❑ No ❑ Yes_ ❑ No ❑ Yes, Road Name: ❑ No ❑ Yes Block: / 1 gook: 7 . Page: ❑ Comply with condition no. of conditions of approval for the ❑ Obtain a Certificate of Compliance (See Planning Division for application). ❑ Provide creation Deed ❑ Construction across property lines is not permitted (See Land Development for a Merger Application/Lot tine Adjustment). ❑ Comply with Old Subdivision Lot Ordinance (Maps Recorded Prior to Book 17 of Maps Page 23). ❑ Construct road to ❑ Other :eneral Comments- ❑ Meet parcel size required by zone ❑ Meet current EHD requirements. AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95%5 COPY of Document Recorded 04 -Oct -2000 2000-0038397 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 Califomia, described as follows: EXHIBIT "ONE" Lot 3, as shown on that certain Map entitled, "Kyte Subdivision", filed in the Office of the County Recorder of Butte County, California, on February 28, 1989, in Book 112, of Maps, at Page(s) 85, 86 and 87. Assessor's Parcel No: 036-760-026 Date_ PROPERTY • •, I� State of California ) County of - a1L44-- ) On 1 ��' before me, personally appearedShf'rl•� 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 person(s) acted, executed the instrument. WITNESS m hand and official seal. 1'2 Signature Seal: A.P. # EAA..STIN239620 Mfr C?S1California Ezp. OCl . L$, _'003 yam`, v v 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 t+require permits from the -permitting authority. I understand that Real Estate Disclosure laws require disclosure of this information if or when offered for sale. Su -U A 'n 1 OWNER'S iIG A RE DA E OWNER'S SIGNATURE DA E FOR DEPARTMENTAL USE REVIEWED BY: DATE: COMMENTS: TACCFR.W82 .06/17$1998 J , Iim COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES FF_ OWNER'S STATEMENT OF USE - DETACHED ACCESSORY BUILDING - , 4 PN: ONE: ®3(P-7bo-0?_ BUILDING PMT. # OWNER: M9 ( M P MAIL ADDRESS: t PHONE: SITE ADDRESS: (% 1�) l 11�.0 �1 11`e. l.�'C • �� �CPIU PROPOSED USE: j 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 th GENERAL INFORMATION: 1. Is there a primary dwelling on the property? Yes: No: 2. Is the structure already built, under construction, or under notice of code violation? Yes: No: 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: 8. Will this building be occupied at any time as a cooking area? Yes: No: 9. Will this building be occupied at any time as a living area? t Yes: No: `�_ T SITE CONDITIONS: 10. Is the structure foundation within 5' of septic tank or 10' of leach lines? Yes: No: Y- 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: x- 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: K 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? 20. What type of wall covering will the building have? BUTTE. COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM '(One form per Building) I ��-� i , � School District �) { l� Building Department No. A.P. Number Q cJlf1 �7(p 6 ,o Jurisdiction: City County Property Owner L 1 �1 co n Property Location/Address Subdivision Lot No. ............................................................................................... Residential Development Sq. Footage �� Q No o'f Living Mobile Home Addition/ 'Supplemental to (Group R) units Installation Conversion Permit # '(No foundation inspection); Commercial/Industrial New Addition Building Department runs reviewed by School District Personnel) Sq. Footage (Including Exterior Roofed Areas) q 2U -o0 Date District Identification No. School District certifies that 1 _ (Ap cant) (Street Address) <- (City) has complied with the requirements of Resolution No. representing .270 square feet. School District Representative Paid by Check # i Remarks: (Phone Number) (State) _ (Zip ' g— 40 0 -{�� by payment of $ AS 2926 S 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 66020(a), 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 (CEQAI, 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.x(s (10/98ldmm CONNECTION PERMIT APPLICATION FOR SEWER CONNECTION AND SERVICE FROM LAKE OROVILLE AREA PUBLIC UTILITY DISTRICT pu/ Jaz-- hereinafter referred to as "Applicant", being the property owner or owner's agent desiring sewer service, hereby requests Lake Oroville Area Public Utility District, hereinafter referred to as "District", to connect Applicant's sewage disposal line to District's sanitary sewer system and to provide sewerage service. / Location of property: �� ty-t, A.P.#: iv " —7 G 2C� Subdivision: V,iAl� 1 ,�.� Lot#:_Block#: Property Annexed No. of E.D.U.'s this permit: ' ❑ Property Not Annexed ❑ Property Annexation in Progress Multiplication Factor: Kind,of Service: `Monthly Charges: 0 �S rA Residential Residence of Owner Connection Fee: ❑ Rental (single family) o0 ❑ Rental (duplex) ❑ Apartment SC -OR Facility Charge: ❑ Industrial C ❑ Commercial Total Amount Payable This Permit: 250 ❑ Site plan reviewed ❑ Jobsite reviewed Remarks: Qt-Qk) Lt71 CSZ Cz� cko-lu The service applied for hereby shall be in accordance with the conditions hereinafter set forth and the ordinances, rules,ulations and policies adopted, or to be adopted, by the Board of Directors of District, all of which App is nt a rees to abide by and fully perform. Applicant agrees to pay for such service at rates and charges as ar st jis`e by District from time to time. Name Owner if not Applicant Q�o�33(o. --� JSAA - 1�1 LS Mailing Address of Applicant Mailing Address of Owner Phone # of Applicant: �J 3y -9330 Phone # of Owner: CONDITIONS OF ACCEPTANCE OF SEWERAGE SERVICE 1. In accepting this application, District does not hold itself liable to Applicant for failure to perform any of the obligations imposed upon it or assumed by it under this application if such ,failure be caused by accident, Act of God, fire, strikes, riots, war, lack of capacity in SC -OR treatment/disposal plant or District's lines to handle the sewage or nay other cause beyond reasonable control of District. 2. Installation of the sewer service line pertinent to this application shall conform in all respects to District's specifications. 3. Applicant shall secure permit(s) as necessary from the County of Butte prior to doing any work, including encroachment permits when work is within county right of way. 4. Installation of the subject sewer line shall be at the sole cost and expense of Applicant. 5. Actual connection of the subject sewer service line to District's sewer mainline shall be accomplished by District staff. 6. All work shall be inspected and approved by District. 7. This permit is valid for one (1) year. If work is not completed within said year, permit renewal will be required, together with payment of any increase in connection fee and/or SC -OR Facility Charge. 8. District verification form must be issued with this permit. Payment of Fees/Charges required prior to final inspection. Payment received by: Date: /(-116 0 Receipt # ❑ CASHCHECK # LAKF9ROVILLE EA P.U.D. By: Date: Permit #: 2.8 ^ O O 'Monthly charge payable at the current rate at time of connection.