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HomeMy WebLinkAbout078-180-049t G;6 -146 -007 -- TRAVIS, 1Ir1 1 •CHANGE ROOF STRUCTUREiG. .. 1; Y. .. Y • S, }fid NOTES I PERMIT NO. t RESIDENTIAL 036-176-007 03-2019 ,TRAVIS, .TEDDY J. _ 5312 WALMER RD., OROVILLE CHANGE ROOF STRUCTURE SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPY Address GAS Date Meter By ELECTRI Date Meter By ,JOB FINALED (Date) 11 Signature CHECKED BY J=OK 0 = Not OK = NotReadyble 1. MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 3. 1. Zoning Requirements -Setbacks -Easements Elec.; Receptacles and Lighting, Distance -GA 2. Soils; Special MH Support Sketch 6. 3. Sewer; Location -Test -Fall -C/O -Concrete Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 4. Water; Location -Test -Easement Needed (Sketch) 9. 5. Electricity; Location-Clearances-Gend-/ /Amp -Concrete Plumb.; Cir. Test -Water Supply Test 6. Gas; Location -Test-Wrap; -/ /" L 'ft. / P Nat. or / /" L "ft./ P LPG 12. 7. Well Clearance & Disconnect 8. Utility Clearance 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 MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date" Card B-1 Date PERMANENT END SYSTEM (ONLY). 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits - 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance -GA 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date. Card B-1 Date Card B-1, Date Card B-1 I J=OK 0 = Not OK Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope Han ers-Post Caps -Anchors -Connectors 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 48. 49. 50. 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 5. Stemwalls, Main; Steel-Blockouts-Wrapped 52. 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors Property Line Firewall & Openings 7. Slab, Steel -Wrapped 54. 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 56. 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 Glazing Area -Glass Protection -Skylights -Plastic 15. Access & Ventilation 60. 16. Insulation 61. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Infiltration -Walls -Windows 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection Date 19. D.W.V.; Test Fittings & Anchor -Nail Protection Card B-1 Date Card B-1 20. Shower Pan; Test, First Floor -Tub Access FINAL (Plans) OK except #'s 21. Test Tub & Shower, Second Floor -Tub Access 64. Ext. Steps -Door & Sidelight Protection -Landings 22. Gas Pipe; Sixe & Anchors 65. 23. Fire Sprinkler; Test 66. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s G.F.I. & Bath Fixtures & Tub Access -Spa 24. Fixture & Transformer Clearance -Ins. Protection 69. 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled Stairs & Rails 27. Romex Installed Close to Edge of Studs & C.J. 71. Fireplace or Stove, Clearance -Hearth 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 72. 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or All Insulated Neutral El Yes ❑ No 74. 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light A.C. Duct in Garage -Damper 35. Smoke Detector 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation Guard Rails & Deck Construction -Post Caps 38. Condensate Drain & Overflow, Size & Grade 82. 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 85. A.C. Unit Disconnect, Electrical -Plumbing 41. Sills Proper Materials & Anchors 86. 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing Water Well, Disconnect, Electrical, Plumbing 44. Draft Stop in Walls (rat proof) 88. 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAM (Continued) Han ers-Post Caps -Anchors -Connectors 48. 49. 50. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. Fireplace Ties or Type A Flue -Fireplace Throat Clearance Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor El Yes _ 83. Following Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: r -••�---r'o�w -�--�. isn:.�--•p---rr--rr«.-v,--...v-�.-...,....s---r.+Y----^�rt•r-+rv-rx-�...r.-. COUNTY OF BUTTE,^ BUILDING DIVISION, _ri DEPARTMENT OF DEVELOPMENT SERVICES s 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA •.(530) 538-7541 °r CORRECTION NOTICE A-V/ f U? - 2y(5 r 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. Date / '2 - d REV 10/92 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 ASSESSOR PARCEL NUMBER 036-176-007 ZONING R-1 BUILDING PERMIT TELEPHONE -'/ 533-1734 SO. FT. OCC. BUILDING M ( 00 « $110, � 11 VALUATION �1/��1 �1/� 1). i n � I - � !� � OWNER'S MAILING ADDRESS .S 31 1 W,4 O r. , ! s: CO `J:l G CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS - CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 12-�1fX1 (Y) ARCHITECT OR ENGINEER LICENSE NO. Filin Fee $ 20.00 Permit Fee $ 135.W ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ 87.75 BUILDING ADDRESS' 2+ I i I C i nt e r Energy Plan Checking Fee $ PERMIT FEE $ 7r, LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SFGO Duplex ❑ Mobilehome ❑ Other SPECIFY 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 ❑ II Utilities ❑ Installation ❑ OtherlIN Other Describe Work: �:�n ilC r 7 (�� -i�� ' t���•� L7 l 1 / t / T /t =�I'., rti , lCv✓ G'!�'4Yi. „ C�.� i1 i Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 14 rv) PERMIT FEE $ 35.()0 ELECTRICAL PERMIT Fling Fee 20.00 600V OR UE Main Service 200AORLESS 23.00 iZ M LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER-BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall fortbwith comply with those provisions. X! . Date "]— J 3 Signature of A'pplibant 40 Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 46.00 ~ NEW CONST. DWELLING OCCUP. s0 OR ADDNS. ( a ACC. BLDS. 3.5¢FT; "�R.IOT MULTI.OUTLET @7,50 POWER APPARATUS a SINGLE OUTLET CR. Ex. Occup. OUTLET OR PICTURES BAL Q 1.5500 Ex. Occup. DUTLEEDTS qa D °� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 22 on PRE INSPECTION 23.00 PERMIT FEE $ 89.00 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE S Mobile Home Installation Fee Is Energy Inspection Fee Is Occ CONST. TYPE TOTAL FEE $ 366.75 HAZ. --- I D. FEES IMP FLOODCDP ,�— — — -- -- — PARCEL PD — HD ISSUE This permit is hereby issued under the applicable provisions the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. fJ 4 4 Date 0h2 By Date PERMIT EXPIRES ON �b )/("T / I Date Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County CerAer Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev.12/96) APPLICATION AND PERMIT 03-Zo1q ASSESSOR PARCEL NUMBER 036-1 OWNERS MAIuNG ADDRESS 5-3)Z Wcilknar RD Orbe CONTRACTOR'S NAME Total Valuation $ 12. CONTRACTORS MAILING ADDRESS Filing Fee 20.00 CONSTRUCTION LENDER $ LENDER'S MAILING ADDRESS Permit Fee ARCHITECT OR ENGINEER 135.00 ARCHITECT OR ENGINEERS MAILING ADDRESS $ BUILDING ADDRESS 53)2- W A-rn e r LAT NO. I susDNISIONS NAME USEOFSTRUCTURE SFP( Duplex ❑ Mobilehome ❑ Other ZONING R-1 T ONE 3-1 ' lie 36'36 TELEPHONE LICENSE NO. PARCEL MAP TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other Describe Work: Can V S t� I;,(q* kms An el/yL Pr' felt . x„ -skill New Eled t i'c Ra nd e LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forth ith comply with those p visions. X Date -7-8-03 _ Signature of tic nt - J�Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT BUILDING PERMIT SO. FT. I OCC. BUILDING VALUATION Fireplace PERMIT FEE $ 35.00 Total Valuation $ 12. 00.00 Filing Fee 20.00 Filing Fee $ 20.00 Permit Fee $ 135.00 Plan Checking Fee $ 87.75 Energy Plan Checking Fee $ 3,50so. FT. NEW CONST. NON-RESID. $ 07.50 PERMIT FEE $ PLUMBING PERMIT Fling Fee 1 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 Ex. OCCU . OUTLET OR FIXTURES PERMIT FEE $ 35.00 ELECTRICAL PERMIT Filing Fee 20.00 Main Service eoov DR LEss 200A OR LESS 23.00 93 00 Main Service 200A TO 1000A 46.00 NEW CONST. DWEWNG OCCUP. MECHANICAL PERMIT OR ADDNS. ( 8 ACC. BLAS. 3,50so. FT. NEW CONST. NON-RESID. MULTI -OUTLET wwnnrwrior�lrtc ) 07.50 Ex. OCCU . OUTLET OR FIXTURES @ '.w Ski- I @ .SO EX. Occup. FIXED APPINS. OR OUTLETS RESID. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PRE INSPECTION 23.00 PERMIT FEE S 89,00 MECHANICAL PERMIT Fling Fee -7 20.00 Coolin 6.50 Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. 11 TOTAL FEE $ .75 366 HAZ• 10. FEES I IMP I FLOOD I CDF I PARCEL I PD I HD I ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By PERMIT EXPIRES ON I •'AWAM 1�����ri,,, �i�� i;,rum...v.+'lr`-�..'7r�'".�;.�r'1. J�-.--�"f+"'�r, +.;:=aiTw�h"k-INi:J'�'r"'�,.:--.:�'�.'-*'-+---�+».i: a�...�..•Y �.�r•���li-��r'..•i-- 1..,\. '. o COUNTYt-)P BUT -TE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County.Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: I /J. ASSESSOR PARCEL NUMBER Off" �� — _� Proposed Building Use: (� Counter Technician: Date: AE — Items required in order to a ply for 4ermit. All boxes MUST be checked OR marked NA in ord r to apply. 1.. Plot plans, 3 or 4 sets, signedty the preparer of the plans. 7 Complete plans(_!3�r 4 sets, signed by the preparer of the plans. -03. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 4. Engineered truss details and layouts in duplicate. No faxes! 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate., (D) Floor -plans in triplicate. All of these must be stamped and wet -signed b the he en ig neer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. Thep` rmit will be indexed and returned to the plan review line-up when required items are received. Date Received By , ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................... ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt'of the following items.) ❑ 18. ❑ 19. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... Statement of Intent for Non -heated and A/C Buildings ............................................. Sanitation and plot plan approval from the Environmental Health Department in City of Chico Plumbing permit........................................................................I California Department of Forestry plan approval ❑ paid. Sent. by: ...................... Planning approval for (A) Use: Dl—e, (B)Parking: (C) Parcel Check: 7 _?_2-0---S ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ........................... ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. IM)25. Owner -Builder Verification (l�.F',iven to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization.................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephone ,C ,�()� ��j 3.� / 7 3!�j and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: Date: -7 8 ' 03 r 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised cf the above data by ❑ phone, ❑ mail, ❑ counter, by Date: _ Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: A7 Date: Structural reviewed by: Date: Structural approved by: bate: Note transfer by: Date: Yellow: Building Division OWNER=BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit' will , be issued until this verification is received. 1. I personally plan to provide the major labor. and materials .for construction of the proposed property improvement: YES* NO ❑ , 2. I HAVE k HAVE NOT ❑ signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: : NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTYOWNER: SOCIAL SECURITY NUMBER'. DATE: NOTE. This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Codes This verification must be completed and returned to our office before we are permitted to issue the permit. OVER OWNER BUILDER INFORMATION Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible parity of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is '$300 or more for the entire project, and such persons are not licensed as contractors or subcontractors; then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not cant' out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, ifyou wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. J ely,1 C. Vi ira, C.B.O. er, Building Inspection NOTE. This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. OVER Tool Shed i 1 aNat Part o. Prooct 27'— 16' — 7' Owner: Ted Travis Address: Walmer Road Scale: 3/32' Property Line Walder Road N I C0 J NTY IL®INO ® ISIO%1 BU� PLANNING DIVISION- BUI DING PLAN APPROVAL Use: te:1-2�C Parking: La sca�ing:c�.__ Other S H C D S t � f , MiTek Industries,, Inc. 7777 GREENBACK LANE SUITE 109 CITRUS HEIGHTS CA 95610 M i•Te k® USA FAX (916) 676 1909 TELEPHONE (916) 676 1900 • f Re: Travis Mitchells r , The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by. Trojan Truss " Pages or sheets covered by, this seal: R9489140 - thru R9489115 My license renewal date for the state of California is June 30, 2005. BUTTE o E COUNTY Q�Ofto BUILDING D10/ISIOIV C. ANp`�LAPPROVED No. C1'*s0 , EXP ,. June 26,2003 Anderson, Bob The seal on these awings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any, particular building is the responsibility of the building designer, per ANSI/TPI-1995 Sec. 2. - Jr3tr • Truss Truss Type Qty Ply Mitchells B-1-2 B-1-2 R9489110 TRAVIS A COMMON 15 1 15-7-0 22-11-10 29-2-0 - ...... . . .. ........ ...r_,. ,_�..''__' Job Reference (optional) '__ ..._� ,.._ nc •c.. o..c nano o...... � 1 RVJMIV 1 Ruo?, l/r,Lil- lin. 8-1-2 B-2-6 B-2-6 15-7-0 22-11-10 7-4-10 7-0-10 4x5 - 3 31-2-0 8-2-0 Scale = 1:52.5 3x8 11 8 7 6 3x8 II 3x12 II 10 II 5x8 - 10 II 3x12 11 LUMBER TOP CHORD 2 X 4 DF No.t&Btr G BOT CHORD 2 X 4 DF No.1&Btr G WEBS 2 X 4 DF Std G WEDGE Left: 2 X 8 DF No.2, Right: 2 X 8 DF No.2 REACTIONS (Ib/size) 5=1050/0-3-8, 1=1050/0-3-8 Max Hoa 1=84(load case 5) Max Uplift 5=-220(load case 4), 1 =-220(load. case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=-2597, 2-3=-1753, 3-4=-1753, 4-5=-2597 BOT CHORD 1-8=2399, 7-8=2399, 6-7=2399, 5-6=2399 WEBS 2-8=155, 3-7=702, 4-6=155, 2-7=-850, 4-7=-850 BRACING TOP CHORD Sheathed or 3-9-8 oc pudins. BOF CHORD Rigid ceiling directly applied or 9-2-9 oc bracing. TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 10'-0- O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALLWAYS REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION. BUTTE COUNTY NOTES �U�E..®mr. nI IV V IVIO 1) Unbalanced roof live loads have been considered for this design. APPROVED' 2) Wind: ASCE 7-98 per UBC97/ANSI95; 85mph; h=25ft; TCDL=5.Opsf; BCDL=4.8psf; occupancy category 11; exposure C; enclosed;MW FRS gable end zone; cantilever left and right exposed; end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) One RT7 USP connectors recommended to connect truss to bearing walls due to uplift at jt(s) 5 and 1. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 5, 1. LOAD CASE(S) Standard A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI S3719 MiTek Industries, Inc. pt=ESS/\ - C 17180 Zt a EXP. 06/30/05 J* LZ�- 07FCAL�F�¢� June 26,2003 B-1-2 B-1-2 2.041 8-2-0 15-7-0 22-11-10 29-2-0 31-2-0 2-0-0 6.2-0 7-4-10 7-4-10 6-2-6 2-0-0 Plate Offsets (X,Y): [1:0-0-4,Edge], (1:0-0-8,1-4-15], (1:0-1-14,0-0-2], [5:0-0-4,Edge], (5:0-0-8,1-4-15], [5:0-1-14,0-0-2], [7:0-4-0,0-3-0] LOADING TCLL (psf) 16.0 SPACING 2-0-0 Plates Increase _ 1.25 CSI TC 0.93 DEFL in (loc) Vert(LL) 0.14 1-8 Vdefl >999 PLATES M1120 GRIP 220/195 TCDL 10.0 Lumber Increase 1.25 BC 1.00 Vert(TL) -0.31 5-6 >999 BCLL 0.0 Rep Stress Incr YES WB 0.94 Horz(TL) 0.09 5 n/a BCDL 8.0 Code UBC97/ANSI95 (Matrix) 1st LC LL Min Vdefl = 240 Weight: 131 Ib LUMBER TOP CHORD 2 X 4 DF No.t&Btr G BOT CHORD 2 X 4 DF No.1&Btr G WEBS 2 X 4 DF Std G WEDGE Left: 2 X 8 DF No.2, Right: 2 X 8 DF No.2 REACTIONS (Ib/size) 5=1050/0-3-8, 1=1050/0-3-8 Max Hoa 1=84(load case 5) Max Uplift 5=-220(load case 4), 1 =-220(load. case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=-2597, 2-3=-1753, 3-4=-1753, 4-5=-2597 BOT CHORD 1-8=2399, 7-8=2399, 6-7=2399, 5-6=2399 WEBS 2-8=155, 3-7=702, 4-6=155, 2-7=-850, 4-7=-850 BRACING TOP CHORD Sheathed or 3-9-8 oc pudins. BOF CHORD Rigid ceiling directly applied or 9-2-9 oc bracing. TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 10'-0- O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALLWAYS REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION. BUTTE COUNTY NOTES �U�E..®mr. nI IV V IVIO 1) Unbalanced roof live loads have been considered for this design. APPROVED' 2) Wind: ASCE 7-98 per UBC97/ANSI95; 85mph; h=25ft; TCDL=5.Opsf; BCDL=4.8psf; occupancy category 11; exposure C; enclosed;MW FRS gable end zone; cantilever left and right exposed; end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) One RT7 USP connectors recommended to connect truss to bearing walls due to uplift at jt(s) 5 and 1. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 5, 1. LOAD CASE(S) Standard A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI S3719 MiTek Industries, Inc. pt=ESS/\ - C 17180 Zt a EXP. 06/30/05 J* LZ�- 07FCAL�F�¢� June 26,2003 Symbols Numbering'System ® General Safety Notes .:PLATE LOCATION -AND ORIENTATION Failure to Follow -Could Cause Property Damage or.Personal Injury /4 `Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply l . Provide copies of this truss design.to the plates to both sides of truss and building designer, erection supervisor, .pro perty securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each „ TOP CHORDS other. �/ „♦ ' /8 g C2 C3 - 3. Place plates on each face of truss at each • . joint and embed fully. Avoid knots and wane�, 3 0 v�� at joint locations. O N6. U U . Uat 4. Unless otherwise noted, locate chord splices O CL V. panel length (± 6' from adjacent joint.) For 4 x 2 orientation, locate ~ Ca C7 O . BOTTOM CHORDS 5.. Unless otherwise noted, moisture content of . lumber shall not exceed 19% at time of fabrication. plates 1/8" from outside edge J 1 J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. `This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator:General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements.. The first dimension is the width 4 4 9. Lumber shall be of the species and size, and X • perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins ICBG 3907, 4922 provided at spacing shown on design. LATERAL BRACING sBccl 9667,9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING Indicates location of joints at 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. ' R • engineer. Y MiTek® 15. Care should be exercised in handling, FI erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTek® Holdings, Inc. LM Job, Truss Truss Type Qty Ply Mitchells Plates Increase 1.25 TC 0.24 Vert(LL) Na - n/a M1120 220/195 TCDL 10.0 R9489111 TRAVIS AGE COMMON 1 1 WB 0.08 Horz(TL) -0.01 24 Na BCDL 8.0 Code UBC97/ANSI95 (Matrix) Job Reference (optional) 1 KUJAIV 1 KVJJ, UKLMIVIJ V„. 15-7-0 TOP CHORD BRACING @ 24" O.C. UNLESS R7IGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 10'-0" O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALLWAYS REQ, ,p)= REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION. 1t 12 d 1 43 42 41 40 39 38 37 36 31-2-0 15-7-0 Scale = 1:52.5 3534 33 32 31 30 29 28 27 26 2524 5x5 = 29-2-0 29-2-0 8-1-2 31-2-0 2-0-0 N d LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.24 Vert(LL) Na - n/a M1120 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.17 Vert(TL) Na - n/a Max Grav 34=198(load case 1), 33=124(load case 1), 43=469(load case 7), 42=12(load case 3), BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(TL) -0.01 24 Na BCDL 8.0 Code UBC97/ANSI95 (Matrix) 1st LC LL Min Udefl = 240 Weight: 167 Ib LUMBER TOP CHORD 2 X 4 DF No.18Btr G BOT CHORD 2 X 4 DF No.18Btr G OTHERS 2 X 4 DF Std G BRACING TOP CHORD Sheathed or 10.0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (Ib/size) 34=198/27-2-0, 33=124/27-2-0, 43=413/27-2-0, 42=-130/27-2-0, 41=140/27-2-0, 40=80/27-2-0, 39=93/27-2-0, 38=90/27-2-0, 37=92/27-2-0, 36=83/27-2-0, 35=71/27-2-0, 32=55/27-2-0, 31=86/27-2-0, 30=92/27-2-0, 29=90/27-2-0, 28=91/27-2-0, 27=87/27-2-0, 26=107/27-2-0, 25=19/27-2-0, 24=237/27-2-0 0'g 9 1 N "1� B BUTTE O '89(load Max Horz 43= case 5) vtT U,/ Max Uplift 33= 6(Ioad case 4), 43=-103(load case 3), 42=-184(load case 7), 41=37(load case 40=-28(load 5), 39=-29(load case 3), 38=-29(load case 5), 37=-29(load case'WILDING DIVISION case 36=-33(load case 5), 35=-24(load case 5), 32=-24(load case 6), 31=-30(load case 6), 30=-29(load case 4), 29=-29(load case 6), 28=-30(load case 4), 27=-24(load case 6), P P R O\ E D APPROVED 26=-52(load case 4), 25=-84(load case 8), 24=-192(load case 4) , ` 1 V Max Grav 34=198(load case 1), 33=124(load case 1), 43=469(load case 7), 42=12(load case 3), 41=153(load case 7), 40=80(load case 1), 39=94(load case 7), 38=90(load case 1), 37=92(load case 1), 36=87(load case 7), 35=71 (load case 1), 32=56(load case 8), 31=88(load case 8), 30=92(load case 1), 29=90(load case 1), 28=93(load case 8), 27=87(load case 1), 26=131(load case 8), 25=113(load case 7), 24=347(load case 8) FORCES (lb) - First Load Case Only TOP CHORD 1-2=304, 2-3=243, 3-4=280, 4-5=273, 5-6=274, 6-7=274, 7-8=274, 8-9=274, 9-10=277, 10-11=267,11-12=214,12-13--255,13-14--269,14-15=273,15-16=271, 16-17=271, 17-18=271, QFESS/ QR 0 1�,Ci. ANO�'G� 18-19=271, 19-20=271, 20-21=273, 21-22=260, 22-23=290 39-40=-250, 38-39=-250, 37-38=-250, BOT CHORD 1-43=-250, 42-43=-250, 41-42=-250, 40-41=-250, 36-37=-250, 35-36=250, 34-35=-250, 33-34=-247, 32-33=-247, 31-32=-247, 30-31=-247, Z 29-30=-247, 28-29=-247, 27-28=-247, 26-27=-247, 25-26=-247, 24-25=-247, 23-24=-247 C 17180 a WEBS 11-34=-178, 13-33=-105, 2-43=-260, 3-42=48, 4-41=-91, 5-40=-66, 6-39=-70, 7-38=-69, 8-37=-71 ,9-36=-60.10-35---60,14-32=-42,15-31=-64,16-30=-71, 17-29=-69, 18-28=-69, 19-27=-68, * EXR 06/30/05 20-26=-78,21-25=-27, 22-24=-163 Aontijy)4k�l9R gq,Xif, design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE �rF�O�FCP�kkf()e Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual June 26,2003 building component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719 MiTek Industries, Inc. Symbols Numbering System ® General Safety Notes .PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury 1 3/4' 'Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to .the plates to both sides of truss and building designer, erection supervisor; property securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear.tightly against each TOP CHORDS other. �� , ♦ �g g c2 ca J5 ach 3. 'Place plates on each face of truss at each- C q 0 W�3:0 joint and embed fully. Avoid knots and wane � O u �, 3 at joint locations. O U �5 U 4. Unless otherwise noted; locate. chord splices O a at 1A panel length (± 6" from adjacent joint.) For 4 x 2 orientation, locate � O• C8 BOTTOM CHORDS Ce J. Unless otherwise noted; moisture content of lumber shall not exceed 19% at time of fabrication. plates 1/8" from outside edge J1 J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not - applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in. JOINTS AND CHORDS ARE NUMBERED'CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General. FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width . 4 4 9. Lumber shall be of the species and size, and X perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA .96-31, 96-67 10. Top chords must be sheathed or purlins ICBG 3907, 4922 provided at spacing shown on design. LATERAL BRACING sBccl 9667, 9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING Indicates location of joints at we 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. engineer. MiTek® 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTek® Holdings, Inc. Jets Truss Truss Type Qty Ply Mitchells R9489111 TRAVIS AGE COMMON 1 1 Job Reference (optional) i iei a L.w oc la.4-3.4s jnna 5— 9 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per UBC97/ANSI95-, 85mph; h=25ft; TCDL=5.Opsf; BCDL=4.8psf; occupancy category II; exposure C; endosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 4) All plates are 1x4 M1120 unless otherwise indicated. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) One RT7 USP connectors recommended to connect truss to bearing walls due to uplift at jt(s) 33; 43, 42, 41, 40, 39, 38, 37, 36, 35, 32, 31, 30, 29, 28, 27, 26, 25, and 24. 1 9) Non Standard bearing condition. Review required. LOAD CASE(S) Standard ' y '1 A WARN/NG - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection,'and bracing, consult OST -88 Duality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719 MITek Industries, Inc. J w i '1 A WARN/NG - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection,'and bracing, consult OST -88 Duality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719 MITek Industries, Inc. J Symbols Numbering System ® General Safety Notes PLATE LOCATION -AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury - 1 3/4' *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply l . Provide copies, of this truss design to the plates to both sides of truss and building designer, erection supervisor, property. securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to.bear tightly against each TOP CHORDS other. g � C2 C3 JS 3. Place plates on each face of truss at each Q c, joint and embed fully. Avoid knots.and wane• 0 U �� 3 0 3 at joint locations. �+ U �y U U 4. Unless otherwise noted, locate chord splices at A panel length (± 6" from adjacent joint.) For 4 x 2• orientation, locate ~ C8 C7 C6 0 BOTTOM CHORDS 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates 1/8" from outside edge J J8 J7 J6 of,truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates: AROUND THE TRUSS STARTING -AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE, shown indicate minimum plating requirements. The first:dimension is the width 4 4 9. Lumber shall be of the species and size, and x perpendicular to slots. Second in all respects; equal to or better than the dimension is theJength parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins ICBO 3907, 4922 provided at spacing shown on design. LATERAL BRACING SBCCI 9667, 9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING Indicates location of joints at ®' 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. :Y engineer. MiTek® 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTek® Holdings, Inc. Job Truss Truss Type Qty Ply Mitchells 8.1-2 • SLIDER Left 2 X 8 DF No.2 -G 3-1-15, R9489112 TRAVIS B COMMON 4 1 28-7-2 36-8-0 38-8-0 1 2-0-0 8-0-14 Job Reference (optional) I KUJAN I KUJJ, UKLANU l.A. B-1-2 6-11-13 6.11-13 13.1-15 1 19-4-0 1 25.6-1 6-2-1 6-2-1 6-2-1 5x5 - 5 11-8-3 38-8-0 6-2-1 6.11-13 Scale = 1:65.4 5x5 3x6 3x6 = 5x5 3x4 - 5x9 - 3x4 = = LUMBER TOP CHORD 2 X 4 DF No.18Btr G BOT CHORD 2 X 4 DF No.18Btr G 8.1-2 8.1-2 SLIDER Left 2 X 8 DF No.2 -G 3-1-15, Right 2 X 8 DF No.2 -G 3-1-15 2.0-0 10-0-14 19-0-0 28-7-2 36-8-0 38-8-0 1 2-0-0 8-0-14 93-2- 9-3-2 8-0-14 2-0-0 Plate Offsets (xY): [1:0-7-15,0-2-0], (9:0-7-15,0-2-0); [11:0-3-8,0-3-0) LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.36 Vert(LL) 0.19 11-12 >999 M1120 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.62 Vert(TL) -0.45 11-12 >999 f BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(TL) 0.14 9 Na BCDL 8.0 Code UBC97/ANSI95 (Matrix) 1st LC LL Min Udefl = 240 Weight: 178 Ib F LUMBER TOP CHORD 2 X 4 DF No.18Btr G BOT CHORD 2 X 4 DF No.18Btr G WEBS 2 X 4 DF Std G SLIDER Left 2 X 8 DF No.2 -G 3-1-15, Right 2 X 8 DF No.2 -G 3-1-15 BRACING TOP CHORD Sheathed or 3-4-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-11-2 oc bracing. TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 10'-0- D.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALLWAYS REQ -D) REACTIONS (lb/size) 9=1305/0-3-8, 1=1305/0-3-8 REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY Max Horz 1=-104(load case 6) AND RECOMMENDATION. Max Uplift 9=-274(load case 4), 1=-274(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=-3371, 2-3=-3320, 3-4=-3038, 4-5=-2135, 5.6=-2135, 6-7=-3038, 7-8=-3320, 8-9=-3371 BOT CHORD 1-12=3154,11-12=2567, 10-11=2567,9-10=3154 WEBS 3-12=-394,4-12=465,4-11=-725, 5-11=994,6-11=-725,6-10=465,7.10=-394 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per UBC97/ANSI95; 85mph; h=25ft; TCDL=5.Opsf; BCDL=4.8psf; occupancy category II; exposure C; enclosed;MWFRS gable end zone; cantilever left and right exposed: end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) One RT7 USP connectors recommended to connect truss to bearing walls due to uplift at jt(s) 9 and 1. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 9, 1. LOAD CASE(S) Standard BUTTE COUNTY BUILDIING DIVISION APPROVED A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Trues Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. ,0 OFESS/\ C 17180 �� a * E.XP.06/30/05 * CIV1� ��P gTFOF CAIIF�� June 26,2003 Symbols Numbering System . ® General Safety Notes PLATE'LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury *Center plate on joint unless dimensions indicate otherwise. Dimensions Dimensions dre in inches. Apply 1. Provide copies of this truss design to the plates both sides of truss and building designer, erection supervisor, property securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each TOP CHORDS other. /g g cz cs J5 3. 'Place plates on each face of truss at each • . p c, 3 joint and embed fully. Avoid knots and wane �� O 3 at joint locations. O U �h U U 4. Unless otherwise noted, locate chord splices O at 'A panel length (± 6" from adjacent joint.) • For 4 x 2 orientation, locate ~ CB C7 Cb BOTTOM CHORDS 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates 1/8" from outside edge J 1 J8 J7 J6 of truss and vertical web. 6. .Unless expressly noted, this design is not f applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and . connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is -to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 9. Lumber shall be of the species and size, and x perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS - grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins ICBO 3907, 4922 provided at spacing shown on design. LATERAL BRACING SBCCI 9667,9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring - connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING Indicates location of joints atM1 e 14: Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. I 4 t1l engineer. 1114 aq MiTek® 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTek® Holdings, Inc. Joh Truss Truss Type Qty Ply Mitchells in (loc) Udefl PLATES GRIP TCLL R9489113 -TRAVIS BGE COMMON 2 1 15-16, >999 TCDL 10.0 Lumber Increase Job Reference (optional) 6-1-10 10.6.7 14-11-3 19-4-0 23-8.13 28-1-9 32-" 38-8-0 6-1-10 4-4-13 4.4-13 4-4-13 44-13 44-13 4-4-13 6-1-10 5x5 - 7 Scale = 1:69.7 5x6 M1120H 3x8 _ 5x9 - 3x8 - 4x6 M1120H 3x5 = 3x5 - 8.1-2 2-" 10-0.7 19-4-0 28-1-9 2-" 8.6-7. 8.9-9 8.9-9 4 ,A O 8-1-2 36.8-0 38-8-0 , 1 8-6.7 2-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.48 Vert(LL) 0.16 15-16, >999 TCDL 10.0 Lumber Increase 1.25 BC 0.54 Vert(TL) -0.38 14-15 >999 BCLL 0.0 Rep Stress Incr YES WB 0.39 Horz(TL) 0.10 12 Na BCDL 8.0 Code UBC97/ANSI95 (Matrix) 1st LC LL Min Udefl = 240 Weight: 276 Ib LUMBER TOP CHORD 2 X 4 DF No.1&Btr G BOT CHORD 2 X 4 DF No.1 &Btr G WEBS 2 X 4 DF Std G OTHERS 2 X 4 DF Std G SLIDER Left 2 X 4 DF Std -G 2-2-13, Right 2 X 4 DF Std -G 2-2-13 REACTIONS (Ib/size) 2=1395/0-3-8,12=1 395/0-3-8 Max Horz 2=126(load case 5) Max Uplift 2=406(load case 3), 12=-406(load case 4) BRACING TOP CHORD Sheathed or 3-10-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-4-1 oc bracing. TOP CHORD -BRACING Q 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED Q 10'-0" O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALLWAYS REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION. BUTTE (;oUNT _ o"n n1NG D VISION FORCES (lb) - First Load Case Only APPROVED TOP CHORD 1-2=43, 2-3=-2954, 3-4=-2903, 4-5=-2664, 5-6=-2676, 6-7=-1874, 7-8=-1874, 8-9=-2676, 9-10=-2664, 10-11=-2903, 11-12=-2954, 12-13=43 BOT CHORD 2-16=2757, 15-16=2107, 14-15=2107, 12-14=2757 WEBS 4-16=-267, 5-16=-257, 6-16=579, 6-15=-529, 7-15=921, 8-15=-525, 8-14=579, 9-14=-257, 10-14=-267 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per UBC97/ANSI95; 85mph; h=25ft; TCDL=5.Opsf-, BCDL=4.8psf; occupancy category 11; exposure C; enclosed;MWFRS gable end zone; cantilever left and right exposed; end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" kWni4yVRfVpRBagW,-rify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an Individual building component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer – not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance - regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. ,o GESS/6-A'3 __ciC-_ZnIJ N � C 17180 - EXP. 06/30/05 CIV1� �P ��FCAl1F�¢� June 26,2003 Symbols Numbering System ® General Safety Notes -PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property . Damage or Personal Injury • 1 3/4' *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection -supervisor, property LLK**� securely seat. owner and all other interested parties. . J2 J3 J4 2. Cut members to bear tightly against each 1 11 TOP CHORDS other. 1$ $ C2 C3 J5 3. Place plates on each face of truss at each. � q 3 joint and embed fully: Avoid knots and wane U: �, O at joint locations. O U �e U 4. Unless otherwise noted, locate chord splices O /4 at' panel length (± 6" from adjacent joint.) For 4 x 2 orientation, locate . C8 BOTTOM CHORDS C6 5. Unless otherwise noted, moisture content of lumber shall not -exceed 19% at time of fabrication. plates 1/8" from outside edge J 1 J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates.. AROUND THE TRUSS STARTING AT THE LOWEST JOINT -is the responsibility of truss fabricator. General. FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 9. Lumber shall be of the species and size, and x perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins ICBO 3907, 4922 provided at spacing shown on design. LATERAL BRACING11. SBCCI 9667, 9432A Bottom chords require lateral bracing at 10 ' spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N _ft. ' unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING Indicates location of joints at _ ® 14. Do not cut or alter truss member or plate without prior approval of a professional 4e�� which bearings (supports) occur. engineer. MiTek® VM 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTek® Holdings, Inc. Job Truss Truss Type Qty Ply Mitchells R9489113 TRAVIS BGE COMMON 2 1 Job Reference (optional) 2 19 2003 P 2 TROJAN TRUSS, ORLAND CA. 5.000 s Jun 9 2003 MITek Industries, Inc..Yv Jun 25 16.1. age NOTES r 5) All plates are 1.5x4 M1120 unless 'otherwise indicated. 6) Gable studs spaced at 1-4-0 oc. -. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) One RT7 USP connectors recommended to connect truss to bearing walls due to uplift at jt(s) 2 and 12. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 12. LOAD CASE(S) Standard r � Y Y A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. rte Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB-�' 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719 MiTek Industries, Inc. Symbols Numbering System ® General Safety Notes PLATE'LOCATION•.AND ORIENTATION,''.- Failure to Follow Could Cause Property Damage or Personal Injury -. 1 3/4' 'Center plate on joint unless dimensions indicate. otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the ' pldtes to both sides of truss and building. designer, erection supervisor, property securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each .. TOP CHORDS other. /..♦ �$ $ -C2 C3 JS 3. Place plates on each face of truss at each c, 3 joint and embed fully. Avoid knots and wane- 0 U �, 3 O at joint locations. U�y u" U 4. Unless otherwise noted; locate, chord splices O a. at 1A panel length (± 6" from adjacent joint.) For 4 x 2 orientation, locate ~I C8 V C6 0 BOTTOM CHORDS 5. Unless otherwise noted; moisture content of lumber shall not exceed 19% at time of fabrication. plates 1/8" from outside edge J 1 J8 J7 J6 of, truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 'This symbol indicates the required direction of slots in 'JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a.non-structural consideration and. connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator.. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection: .WEBS ARE NUMBERED FROM LEFT TO RIGHT • 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 9. Lumber shall be of the species and size,,and X perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, .96-67 10. Top chords must be sheathed or purlins ICBO 3907, 4922 provided at spacing shown on design.. LATERAL BRACING SBCCI 9667,9432A 11. Bottom chords require lateral. bracing at 10 ft. spacing, or less; if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING Indicates location of joints at ® 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. l l R • engineer. MiTek® L-%-e*%il'a 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTek® Holdings, Inc. Job '. Truss Truss Type Qty Ply Mitchells 5 R9489114 TRAVIS C COMMON 7 1 3x8 II 3x5 = d _ ..,... _ ..._ .. ..........r_,_ ,_�.._.___ Job Reference (optional) ,-- u,_.r 0-1 I KVJHIV.1 RUJJ, VRlJ11vv l.M. 8-1-2 7-0-14 7-0-14 13-4-0 6-3-2 6-3-2 40 c 3 r 7-0-14 Scale = 1:44.7 1 4.00 12 1x4 2 1x4 4 5 3x5 91 3x8 II 3x5 = d 3xB II 8 7 6 302 II 302 II 3x4 - 3x4 - 3x4 - 8-1-2 B-1-2 r 2-0-0 9-1-15 17-6-1 24.8.0 26-8.0 2-" 7-1-15 8-4-3 7-1-15 2-0-0 Plate Offsets (X,Y): (1:0-2-6,0-0-2], [1:0-0-8,1-4-15], [1:0-0-4,Edge], [5:0-2-6,0-0-2], [5:0-0.8,14-15], (5:0-0-4,Edge) LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.86 Vert(LL) -0.15 1-8 >999 M1120 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.68 Vert(TL) -0.32 1-8 >976 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(TL) 0.06 5 n/a BCDL 8.0 Code UBC97/ANSI95 (Matrix) 1st LC LL Min Vdefl = 240 Weight: 109 Ib LUMBER TOP CHORD 2 X 4 DF No.1&Btr G BOT CHORD 2 X 4 DF No.1&Btr G WEBS 2 X 4 DF Std G WEDGE Left: 2 X 8 OF No.2, Right: 2 X 8 DF No.2 REACTIONS (Ib/size) . 1=897/0-3-8,5--897/0-3-8 Max Horz 1=72(load case 5) Max Uplift 1=-188(load case 3), 5=-188(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=-2153, 2-3=-1896, 34=-1896, 4-5=-2153 BOT CHORD 1-8=2000, 7-8=1351, 6-7=1351, 5.6=2000 WEBS 2-8=-370, 3-8=581, 3-0=581, 4.6=-370 BRACING TOP CHORD Sheathed or 4-3-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-11-3 oc bracing. TOP CHORD BRACING Q 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED oQ 10'-0" O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALLWAYS REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per UBC97/ANSI95; 85mph; h=25ft; TCDL=5.Opsf; BCDL=4.8psf; occupancy category II; exposure C; enclosed;MW FRS gable end zone; cantilever left and right exposed; end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) One RT7 USP connectors recommended to connect truss to bearing walls due to uplift at jt(s) 1 and 5. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 1, 5. LOAD CASE(S) Standard BUTTE COUNTYh II A' BUILDING DIVISION I1/ I ION APPROVED A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidancE27 regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. ,5WESS/p\ C. ANn� C 17180 k EXP. 06/30/05 CNI� �P OFCA\-\e% June 26,2003 { Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION, Failure to Follow Could Cause Property Damage or Personal Injury ' ' 1 3/4' 'Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply l . Provide copies of this truss design to the plates to both sides of truss and ' . , building designer,erection supervisor, property securely seat. owner and all other interested.parties: J2 J3 J4 2. Cut members to bear tightly against each .. TOP CHORDS other. 18 C2 c3 JS 3 Place plates on each face of truss at each joint and embed fully. Avoid knots and wane 0 U �, 3 3 O at joint locations. U �e U 4. Unless otherwise noted, locate chord splices O CL at '/4 panel length (± 6" -from adjacent joint.) For 4 x 2 orientation, locate ~I C8 C7 C6 BOTTOM CHORDS 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication: plates 1/8" from outside edge J 1 J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 'This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT , is the responsibility of truss fabricator.•General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension.is the width 4 4 9. Lumber shall be of the species and size, and x perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins ICBO 3907, 4922 provided at spacing shown on design. LATERAL BRACING SBCCI 9667, 9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed; Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. • continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING Indicates location of joints atME 14. Do not cut or alter truss member or plate without prior approval of a professional . which bearings (supports) occur. +h 4 IM engineer. FI 1114 MiTek® 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTek® Holdings, Inc. JJ0 Truss Truss Type Qty Ply Mitchells (loc) Vdefl PLATES GRIP TCLL 16.0 Plates Increase R9489115 TRAVIS CGE COMMON 1 1 10.0 Lumber Increase 1.25 BC 0.15 Vert(TL) Na Na Job Reference (optional) TROJAN TRUSS, ORLAND GA. 5.000 s jun a 2003 MiTek ex industries, Inc. vveu dun ca io. 12.22 cvvo W2 13-4-0 26-8-0 13-4-0 134-0 3x4 = 10 cc� Scale = 1:44.7 3x4 = TOP CHORD BRACING @ 24" O:C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 10'-0" O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALLWAYS REQ'D) 8-1-2 REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION. 2480 26-8-0 24.84) 2.0.0 M d LOADING (psf) SPACING 2-M CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.23 Vert(LL) n/a - Na M1120 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.15 Vert(TL) Na Na BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(TL) -0.00 21 n/a BCDL 8.0 Code UBC97/ANSI95 (Matrix) 1 st LC LL Min Vdefl = 240 Weight: 135 Ib LUMBER 12-29=-42, 13-28=-58, 1426=-72, 1525=-69, 16-24=-69, 17-23=-70, 18-22=-65, 19-21=-110 BRACING TOP CHORD 2 X 4 DF No.1 &Btr G TOP CHORD Sheathed or 10-0-0 oc purlins. BOT CHORD 2 X 4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. - OTHERS 2 X 4 DF Std G WEDGE Left: 2 X 4 DF Std, Right: 2 X 4 DF Std REACTIONS (Ib/size) 31=194/22-". 30=147/2248-0, 38=406/2248-0, 37=-123/22-8-0, 36=139/22-8-0, ��OFCA 35=81/22-8-0, 34=94/22-8-0, 33=85/22-8-0, 32=61/22-8-0, 29=54/22-8-0, 28=79/22-8-0, Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual 26=89/22-8-0, 25=91/22-8-0, 24=91/22-8-0, 23=90/2248-0, 22=93/22-8-0, 21=140/22-8-0 Max Holz 38=-254(load case 1) � s BUTTE C V N 1 1 Max Uplift 38=-109(load case 3), 37=-157(load case 7), 36=-38(load case 3), 35=-28(load case 5), 34=-29(load case 3), 33=-31 (load case 3), 32=-26(load case 5), 29=-21 (load case 4), g U I LD i N C� DIVISION 28=-33(load case 6), 26=-31(load case 4), 25=-29(load case 6), 24=-26(load case 4), web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. 23=-45(load case 6), 22=-26(load case 3), 21=-150(load case 6) Max Grav 31=194(load case 1), 30=147(load case 1), 38=441(load case 7), 37=18(load case 3), APPROVED 36=147(load case 7), 35=81 (load case 1), 34=94(load case 7), 33=86(foad case 7), 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss 32=63(load case 7), 29=55(load case 8), 28=84(load case 8), 26=89(load case 1), Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. 25=92(load case 8), 24--91 (load case 1), 23=115(load case 8), 22=154(load case 7), 21=257(load case 8) FORCES (lb) - First Load Case Only TOP CHORD 1-2=309, 2-3=249, 3-4=285, 45=278, 5-6=279, 6-7=278, 7-8=280, 8-9=278, 9-10=233, 10-11=250, 11-12=275, 12-13=282, 13-14=278, 14-15=279, 1516=279, 16-17=279, 17-18=279, FESS/ Q� 0 G. A�O�'G� 18-19=278,19-20=291 33-34=0, 32-33=0, 31-32=0, 30-31=0, 29-30=0, BOT CHORD 1-38=-254, 37-38=0, 36-37=0, 35-36=0, 3435=0, 28-29=0, 27-28=0, 26-27=-254, 25.26=-254, 2425=-254, 23-24=-254, 22-23=-254, 21-22=-254, Z 20-21=-254 C 17180 WEBS 9-31=-175, 11-30=-129, 2-38=-257, 3-37=45, 436=-91, 5-35--46, 6-34=-71, 7-33=-63, 8-32=-46, 12-29=-42, 13-28=-58, 1426=-72, 1525=-69, 16-24=-69, 17-23=-70, 18-22=-65, 19-21=-110 * EXP. 06/30/05 ��OFCA AonW}4Ral9NGa9q/Arifp design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual June 26,2003 building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION ' Failure to Follow Could Cause Property. Damage or Personal Injury 1 3/4' •Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer,. erection supervisor, property securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each . TOP CHORDS other. g J5 3. Place plates on each face.of truss at each N a joint and embed fully. Avoid knots and wane O �, at joint locations.. u �,� 3 O U �e = " U 4. Unless otherwise noted; locate chord splices CL O at 1A panel length + 6" from adjacent joint. P 9 (- 1 joint.) • For 4 x 2 orientation, locate Ce BOTTOM CHORDS C6 O ~ 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates 1/8" from outside edge J 1 J8 J7 J6 of truss and vertical web. 6. Unless -expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and, connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of ,truss fabricator. General FARTHEST TO THE LEFT. c practice is to camber for dead load deflection. . WEBS ARE NUMBERED FROM LEFT TO RIGHT 8.- Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 9. Lumber shall be of the species and size, and t perpendicular to slots. Second x in all respects, equal to or better than the dimension is the length parallel • CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins ICBO 3907, 4922 provided at spacing shown on design., LATERAL BRACING sBccl 9667,9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less; if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING Indicates location of joints atM1 _ 14. Do not cut or alter truss member or plate -without prior approval of a professional which bearings (supports) occur. I Ta 8 engineer. III MiTek® 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTek® Holdings, Inc. 'Job . Truss Truss Type Qty Ply Mitchells R9489115 TRAVIS CGE COMMON 1 1 Job Reference (optional) 1 RVJMIV 1 RVJJ, \/RV11YlJ Vn. v.v..,... •. •... .. �..................___...__, ..._. ... __ __.. __ . __ ._.-- _ _ _ _ _ •_ NOTES > 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per UBC97/ANS195; 85mph; h=25ft; TCDL=5.Opsf; BCDL=4.8psf; occupancy category II; exposure C; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" I 4) All plates are 1x4 M1120 unless otherwise indicated. 5) Gable studs spaced at 14-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 7) A plate rating reduction of 20% has been applied for the green lumber members. ' 8) One RT7 USP connectors recommended to connect truss to bearing walls due to uplift at jt(s) 31, 30, 38, 37, 36, 35, 34, 33, 32, 29, 28, 26, 25, 24, 23, 22, and 21. 9) Non Standard bearing condition. Review required. LOAD CASE(S) Standard A WARN/NG - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Ouallty Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Elm Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 - MiTek Indushies, Inc. Symbols Numbering System General Safety Notes PLATE'LOCATION•AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury. , � N, plate on joint unless • dimensions dimensions indicate otherwise. Dimensions are in inches. Apply l . Provide copies of this truss design to the plates to both sides of truss and building designer, erection• supervisor, property securely seat. owner and all other.interested parties. J2 J3 J4 2. Cut members to bear tightly against each ., TOP CHORDS other. �$ C2 C3 JS 3 lates on -each foce.of at each pd ; joliace nt a embed fu ly. Avoid knruss ots and wane u �, 3 3 O at joint locations. �+ U �y U U 4. Unless otherwise noted, locate chord splices O CL at'A panel length (± 6" from -adjacent joint.) For 4 x 2 orientation, locate ~ CB C7 C6 BOTTOM CHORDS 5. Unless otherwise noted; moisture content of lumber shall not exceed 19% at time of fabrication. plates 1/8" from outside edge 11 J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber -for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions • • - PLATE SIZE shown indicate minimumplating requirements. 4 4 The first dimension is the width 9. Lumber shall be of the species and size, and x perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins ICBG 3907, 4922 provided at spacing shown on design. LATERAL BRACING SBCCI 9667,9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, • Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING Indicates location of joints at 14. Do not cut or alter truss member or plate without prior approval of a professional. which bearings (supports) occur. I engineer. MiTek® 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTek® Holdings, Inc. 4 Symbols Numbering System ,3 General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury. 3 /4 *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection• supervisor, property owner and all other.interested parties. securely seat. J2 J3 J4 2. Cut members to bear tightly against each - �/g' TOP CHORDS other. C2 C3 JS 3. Place plates on -each face.of truss at each c, 3:�3 joint and embed fully. Avoid knots and wane, .f 3 0 at joint locations. U U = 4. Unless otherwise noted, locate chord splices ' " a at'/< panel length (± 6' from adjacent joint.) ' ~ C8 BOTTOM CHORDS C6 O S. Unless otherwise noted; moisture content of z For 4 x.2 orientation, locate lumber shall not exceed 19% at time of fabrication. plates] /8" from outside edge J 1 J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design' is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General. - FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions - PLATE SIZE ' shown indicate minimum -plating requirements. 4 4 The first dimension is the width 9. Lumber shall be of the species and size, and X . _ perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. - BOCA 96-31, 96=67 10. Top chords must be sheathed or purlins provided at spacing shown on design. ICBO 3907, 4922 LATERAL BRACING sBccl 9667, 9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, - Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561. 12. Anchorage and / or load transferring connections to trusses are the responsibility of . others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING Indicates location of joints at e t I 14. Do not cut or alter truss member or plate without prior approval'of a professionals. which bearings (supports) occur.STM engineer. oTe ke 15. Care should be exercised in handling, • , erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTek® Holdings, Inc. 4 4� Aq� f zol BUT COUNTY ry BUILDING DIVISION APPROVED 2" X 4" OUTRIGGERS 24" O.C. AT BOTH GABLE ENDS , t f -, 4,0) -T- I Al� . l Eil 2" X 4" OUTRIGGERS .24" O.C. AT BOTH T " GABLE ENDS W 3 z, 0CL M.... cM3 - ►r Fl- - , I� 2" X 4" OUTRIGGERS 24" O.C. AT BOTH GABLE ENDS