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033-360-084
t ^L f WOAD,-=Ri -Mrd` ------120 7B 1815-67P 3-36- 918 Long Bar Road, Oroville r�r ( w single family)) Y. M J cc -- - _ ®2 L, F1 C ^ of ZW D� Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile ADMINISTRATION * BUILDING * PLANNING April 4, 2007 Dalan & Jean Drane 3040 Clemo Ave. Oroville, CA 95966 Re: Certificate of Merger, MER07-0001, APN 033-360-040, 041 Dear Dalan & Jean Drane: Enclosed please find the receipt for the Certificate of Merger that was issued by the Butte County Department of Development Services, Planning Division and recorded on 4/4/07, under Serial Number 2007040400108, in the office of the Butte County Recorder. If you would like a copy of the Certificate of Merger you can request it from the Recorder's Office for a fee. Should you have any questions regarding this matter, please contact the Department of Development Services at (530) 538-7601, between 7:30 a.m. and 4:30 p.m., Monday through Friday. Sincerely, Tiffany Upton. Office Specialist, Senior Enclosure cc: Building Division Environmentarl=lealth t Recorder's Office County of Butte GHNVH ;E J. , UFCUTt�}3S County Clerk -Recorder 2w-:@@16435 04/04/2007 3:12PM REC FEE 16.00 TOTAL 16. W CHECK 1/28 16.00 ------------------------------------- CHANGE 0.00 04/04/2001 3:13PM 2007040400108 I(C ECR-REC09 Requested By: Public (hank You Have a Mice Day! 3 RESIDENTIAL f Y � T 1-99 i 33-36-40 P DRANE, Dalan YY 920 Long Bar RC. Oroville (new garage) S�J3, • JOB FINALE Signature 4 t�F< 3 RESIDENTIAL f Y � T 1-99 i 33-36-40 P DRANE, Dalan YY 920 Long Bar RC. Oroville (new garage) S�J3, • JOB FINALE Signature O = Not OK Not Not Readyabte MOBILE HOIIAES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fell -C/O Concrete , 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / /" L"ft. / P'Nat, or/ /"L"ft./ /"LPG 7. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fail -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECIW, COVERS CARPORTS GARAGES Plans OK except #'s ning Requirements -Setbacks -Easements ootings; Soils-Size-Depth-Spacing-Connectors-Sti,el 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails ood Awn.; Posts-Beams-Rftrs.-Coonectors Shthg: Rfg: Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors ectric 8. Frmg; Siis-Anchors-Studs-Rftrs-Trusses ing; Nailing -Veneer -Stucco -Mesh oof; Sht -Roofing 1. ps-Doors-Landings Date ' Card B-1 Date o Card B-1 Date and B-1 ate . Card B-1 Date POOLS (Plans) OK except #'s 1.. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 V OK O=Not OK - = Not Applicable ' = Not Ready RESIDENTIAL (Single " & Duplex) Date UNDERFLOOR (Plans) OK except #'s Date FRAMING (Continued) 1. Zon(nc, tetbacks-Easements-Flood-Slope 45. Hangers -Post Caps -Anchors -Connectors 2.,Ftg., Main; Soils-Elec. Grnd.-/ /" Fig. Depth 46. Ong. Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Ring. 3. Fig., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 4. Fig., Porches & Decks; Soils -Steel-/ /Ftg. Depth 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5. Stemwalls, Main; Steel -Bloc kouts-Wrapped 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 50. Garage Fire Protection Framing 6a. Hold Downs and Special Anchors 51. Property Line Firewall & Openings 7. Slab; Steel -Wrapped 52. Ext. Doors -One T -Check Garage -3rd Story, 2 Exits 8. Piers -Fireplace Ftg.-Steel 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 10. Gas Pipe; Size -Anchors 55. Siding -Nailing Veneer 11. Water Pipe; Test -Anchor -Regulator -Service Test 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 12. Electric; Underground 57. Glazing Area -Glass Protection -Skylights -Plastic. 13. Pienums & Ducts; Clearance -Material -Support -Ins. 58. Shear Walls; Nailing -Bolts 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 59. Insulation -Walls -Ceilings 15. Insulation 60. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Date Card B-1 Date Card B-1 16. Water Htr.; Vent -Access -Combustion Air -Baffle Date FINAL (Plans) OK except #'s ' 17. Water Pipe; Test & Anchor -Nail Protection 61. Ext. Steps -Door & Sidelight Protection -Landings 18. D.W.V.; Test -Fittings & Anchor -Nail Protection 62. Smoke Detector 19. Shower Pan; Test, First Floor -Tub Access 63. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 20. Test Tub & Shower, Second Floor -Tub Access 21. Gas Pipe; Size & Anchors 64. Bedroom Exiting 65. G.F.I. & Bath Fixtures & Tub Access -Spa Date Card B-1 Date Card B-1 66. Elec. Trim & Subpanel; Breaker Sizes & Labels Date Card B-1 Date Card B-1 67. Stairs & Rails Date ELECTRICAL (Permit) OK except #'s 68. Fireplace or Stove; Clearances -Hearth 22. Fixture & Transformer Clearance -Ins. Protection 69. Elec. Outlets at Wood Panel; Int. & Ext. 23. Elec. Receptacles Spacing -Lights & Switches at Doors 70. Kit.Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance 24. Size Boxes & No. of Conductors -Stapled 71. Elec. Outlets & Receptacles at Kit. Counter 25. Romex Installed Close to Edge of Studs & C.J. 72. Garage Fire Door; Swing -Landing -Closer 26. Equip. Ground made up w/Mech. Fastners-Bond Gas & Water 73. A.C. Duct in Garage -Damper 27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI 74. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage; Above Floor-Mech. Protection 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 75. Plb., Elec. & Mech. Equip. Listed for Location 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ Yes O No 76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protection 77. Insulation -Foam -Looked in Attic ❑ Yes 30. Service -Riser Conductors & Ground -Main Disconnect 78. Guard Rails & Deck Construction -Post Caps 31. Equip. Clearances Panels-Motors-Mech. Equip. 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 32. Clothes Closet Light -Shower Light -Spa Light 33. Smoke Detector 80. Following instld.; Drive O Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No Date Card B-1 Date Card B-1 81. Stucco; Brown -Finish Date Card B-1 Date Card B-1 82. A.C. Unit; Disconnect, Electrical, Plumbing Date MECHANICAL (Permit) OK except #'s 83. Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings 34. A.C. Ducts Insulation & Support 84. Water Well; Disconnect, Electrical, Plumbing 35. Vent Fan; Exhaust above insulation 85. Exterior Elec. Trim; G.F.I. Receptacle -Underground 36. Condensate Drain & Overflow; Size & Grade 86. Ventilation Throughout House 37. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 87. Glass Protection 38. Attic Access & Platform if Furnance in Attic 88. Corrections from Previous Inspections 89. Gas Test -Meters Tagged; Gas -Electric 90. Water & Sewer Connected -C/O to Grade -HD Approval Date Card B-1 Date Card -B-1 91. Energy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s Date Card B-1 Date Card B-1 39. Sils, Proper Material & Anchors Date Card B-1 Date Card B-1 40. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound Date Card B-1 Date Card B-1 41. Bearing Walls over Girders & Floor Nailing Comments at Final: 42. Draft Stop in Walls (rat proof) 43. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 44. Headers & Beam -Size & Bearing each time you visit job site) (NOTE: An entry must be made + k Joh �`�.Yv`�•1Tl'..+. � i�f� COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 _ T -Count -y Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE 5Yr.- MIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matte/, or needs additional explana tio n, please contact/this office immediately. V Date Inspector . �— �`.-�..'--�-......,.-+=!-.a �:.e 2�*......,... , . �T�.�:nv-�-,.�trr���F`..�.-.a�...�•�r`�-w'+�.-ice-retia COUNTY OF BUTTE L DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE IT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this mgMer, or need additional explanation, please contact this office immediately. A d Date �/ Inspector S .a-�...-4-�v-...n..�.�� � Yee. rte...-.�,-.�.y,�,,,r--.f.,h..+`E,'gi.�'r'•"'�"-�1r` `.1+r+.?a4 COUNTY OF BUTTE „DEPARTMENT OF PUBLIC WORKS 196'Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-6307 c S CORRECTION NOTICE' UWNtH t tHMI I NU. y,M A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please•notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. y�J /i �T� All tet. 6/' Date 2 Inspector COUNTY OF BUTTE - DEPARTMENT MJF PUBLIC WORKS 7 County Center Drive - Oroville, California 9596- Telephone: 916/538-7541 APPLICATION AIlit PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER 33-36-40 ZONING ARI BUILDING PERMIT OWNER Dalan Drane TELEPHONE 533-3985 SQ. FT. OCC. BUILDING VALUATION l.st renewal OWNER'S MAILING ADDRESS 3040 Cemo Dr. Oroville 95966 CONTRACTOR'S NAME owner TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 10,00 LENDER'S MAILING ADDRESS Permit Fee @ 1 FEE $ 52.25 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 920 Long Bar Rd. Oroville Permit fee $ 62.25 PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO.SUBDIVISION 4 NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other garage SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W 10.00 ea TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Uti lities ❑ Installation ❑ Othern Describe work: 1st renewal of RP#1 546—q(1 _ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service GOOV OR LESS 100 AMP OR LESS 10.00 Main service EA. ADO'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification. 1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OC CUP.p New DCA , h¢sgft CCONSTR.� ULTBI-OUTLET NON-RESID BRANCH CIRC ITS 2.50 ea POWER APPARATUS o- (SINGLE OUTLET CIR. / Ex. OCCup\OUTLETS OR FIXTURES 20050Q SALO 30 FIXED APPLNS. OR EX. Occup. OUTLETS (RESID,) EA. 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT FiIingFee 10.00 Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, in emnify and keep harmless the County of Butte against al ties, judgme nd expenses which may in any way accrue ta said County in 6 s ce of the granting of this permi Date ' ature of Applicant — Owner I Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ , Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $ 62.25 HAz. CUA-1PARK scHL FLD coF PAR PD I HD. ISSU This permit is hereby issued unser the applicable provi- sions of the Butte County. Code and/or resolutions to do work i ated above for which fees have been paid. DI R OF IC WORKS BY V�r-Date 9 PERMIT EXPIRES Date X3XX3XXX 5-23-92 Receipt No. 05 WHITE-D.P.W., TELLOW-ASSESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT COUNTY OF BUTTE - Department of Public Works 7 County Center Drive, Oroville, CA 95965 Phone: 916-538-7541 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 or no) 2. I (have 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 City Phone Contractors 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 Contractors 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: Property Owner Social �Secuwrity Num Date /U/��� ::? NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are per- mitted to issue the permit. 'I COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville; California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER -33-36-40 ZONING BUILDIN MIT OWNER TEL HONE SQ. FT. OCC. fiBUANG VALUATION t I U4 OWNER'S MAILING ADDRESS Orpi,jlle 95966 P&E CONTRAC O 'S TELEPHONE CN CTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is Filing Fee $ 10,00 LENDER'S MAILING ADDRESS Permit Fee $ 1 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 52.25 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 20$ LQn& Bar- Rd Permit fee 166.75 PLUMBING PERMIT Filing Fee 10.00 Each Trap 2 2.00 4.00 Solar or heat pump water heater 20.00 L T 4 [SUBDIVISION NAME Canyon Est. PARCEL MAP Water piping 5.00 5,00 Each pas water heater or vent 5.00 USE OF STRUCTURE SF ❑ Duplex[] Mobilehome❑ Other garage SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 5,00 Mobile Home S G W 10.00e TYPE OF WORK New n Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: garage �` ,A15& _ Permit Fee $ 24.00 Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100V OR 00 AMP ORLESS10.00 Main service EA. AOD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification 1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.& OR ADDNS. ( ACC. BLDGS. , h¢sgft NEW CONSTR. M ULT' -OUTLET NON•RESID BRANCH CIRC ITS 12.50 ea POWER APPARATUS e (SINGLE OUTLET C'R. ) Ex. Occup(OUTLETS OR FIXTURES 20@50C eALQ30 FIXED APPLNS. OR Ex. Occup. OUTLETS (RESID.) EA.) 1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. byirin g 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. V�( I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3.00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against penses which may in any way accrue all liabilities, judgme�nsece �-aidty ie granting of this per 't. X Date -L Signature of Applicant — Owner);T Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ructures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE 190.75 TO-j-TAL FEE $.01 HAz I_SUA PARK s�;j L P P D Iss This permit is nereby issued under sions of the Butte County Code and/or work indicat abov for which fees R WOR_&F PUBLIC BY PERMIT EXPIRES Date the applicable provi- resolutions to do have been paid. WORKS _ Dat �d recoeNo. 66712 P.W.. YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT 33 Ne o 0 11 ) COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS Dc ( ---0( 9 7 County tenter Drive - 01-6ille, California 95965 - Telepnone: 916'533-7541 APPLICATION AND PERMIT w33E350R PARCEL NUM_e SIE PERMIT NO_ ZONINhh BUILDING OWNER A4// E EP"O PERMIT - I SO. FT. I OCC. BUILDING , d j � I VALUATION j OWNER•3 MAILS AOORE53 CE #4 Q Oe C ON TR AC 7OR'S NAME ©� � TELEP•-ONE CONS RAC70R- MAIL , AOOR ESS CONSTA UG TIO N-LENO ER Fireplace UNKNOWN Total Valuation Is Filing Fee LENOER'3 MAILING _AOORe33 ARCHITECT OR ENGINEER LICENSE Permit Fee S 10.00 S U No. Plan Checking Fee Energy Paan Checxinq Fee g ARCHITECT OR ENGINEER 'SMAILING AO0REsS 3UILOING ADDRESS Penalty I S ,,. Permit fee PLUMBING PERMIT Each Trap I S 7 I FilingF--e I 10.00 2 00 LOT N SU BOI VISION NAME Solar or heat oumo water heater 20.00 C PARCEL MAP Water'gioing 5•� Each qas water heater orEvent 5.00 USE OF STRUCTURE piping system 1 - 5 ts 5.00 I. ,�,//�� /�Gas SF❑ Duplex Mobilehomei] Other_ f2"� COIII PECIFY Building sewer_S 5.001 (Mobile Home IS ! G VV 0.00eaf TYPE OF WORK New Addition[] Remodel(! Utilities rt;, ^ 1�❑ Installation Other111 Permit Fee s A/� 'n /+ Describe work: (1� TT/C- 1r1�(y lZ r 'T �� Contractor ELECTRICAL PERMIT Filing Fee 10.00 0 V11 Main service 1,10., A0 LESSOR s Main service EA, ADOL too AMP 10.00 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): NEW CONST. //DWELLING OCCUP, y` OR AOONS. l Acc. BLOGS. I 1Vies ❑ I am licensed under provisions of Chaot. 9, Div. 3 of the Business and Professions Code NEW CON5T R. MUL7I.OUT L NON.REET SIO BRANCH CIRC 'ITS I eal and my license is in full force and effect. (SINGER OUTLET TUS 3� SING LE OUTLET CSR. I 1 License No. Classification Ex- Occup(OUTLSTS OR FI; Izoe5ot ❑e.LJ I, as the owner, or my employees with wages as their sole comoen- sation, will do the work,and the structure is intended , _5 30, . FlxEo APPLNS. IKEA Ex. Occup. ouTLs-5 :RE- I 2,00 not or offered for sale. (Sec. 7044) Temporary service 10.00 ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) _ Mobile Home Fa hies 15.00 Misc. Wirin 115.00 ❑ 1 am exempt under Sec. , Business and Professions Code 1 for this reason Pe Fee S WORKMEN'S COMPENSATION INSURANCE ontractor I declare under penalty of perjury (check one): ❑ The permit is for MECHANICAL PERMITFiitinF.Fee 10.00 5100.00 (valuation) or less. ❑ I have places on tile wlfh me County of Butte Building Oeeartment Heating j a Certificate of Workmen's Compensation Insurance or a Certificate Consent to Self -Insure. Cooli;F"ee ❑of I shall not employ any person in any manner so as to become subject Hood Io the W. C. laws of California. 3.00 Notice to Applicant: It after making this statement, should you become subject to Venti the W. C. provisions of the Labor Code, you must forthwith comply with such Permi s provisions or this permit shall be deemed revoked. Contracto Mob Home Installation Fee S I certify that I have read this application -and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyof Butte triergy Inspection Fee S occ CONST TYPE `" to enter upon the above-mentioned property for inspection purposes. I also agree to save, Indemnify keep and harmless the County of Butte against liabilities, TOTAL FEES t/d" all judgments, costs, and expenses which may in any way accrue against said County in consequence the HAz CUA PARK $CHL FLp PAR PO Ho ISSUE of granting of this permit. I X Date This permit is hereby issued unser tre applicable provi- Signature -of Applicant _ "O,.n,r ❑ Contractor Cl Agent ❑ sions or the Butte County Code and/or work indicated resolutions to do t An OSHA permit is required for excavations over 5'0•• deep and demolition or construct. ion of structures over ator'es in height. •. above for which - ..: DIRECTOR OF PUBLIC BY' fees have been paid -- WORKS - Receipt No.'--._. — _ . _ . WMITC•a✓.W., T[LLo W-A3e(3sow, PIKx-1.3prcTop. ao LacMeaa-Ale ICAMT -• L PEAI�tTEYvtaFc' nate 1 " °_ Date • - -- . COUNTY OF BUTTE - Department of Public Works 7 County Center Drive, Orovil,le, CA 95965 Phone: 916-538-7541 OWNER -BUILDER VERIFICATION ` f 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 or no) 2. I (have/have not)J� 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 City Phone Contractors 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 i Contractors 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: Property Owner Social Sec t Number Date NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831.and 19832 of the California Health and Safety Code. This verification must be completed and.returned to our office before we are per- mitted to issue the permit. TO Buildinv Department FROM: Environmental Health SUBJECT: Sanitation Clearance 4 o 74 - 0 Omer L�i ton � AP# AR Plan Approved for: Sewage Disposal Water Supply: Hold final for: Water Supply Final clearance O.R. for: Water Supply Clearance for er __ � �o 4f= (� COUNTY OF BUTTE - DEPARTME,NT,OF. PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 t PERMIT APPLICATION DATA SHEET hh A/– �Permit No. OWNER DE141IF_ t0/'�/t/9 A. . No. 73 3-36-1-140 Proposed Building Use(3 4Q id re Building Inspector G Date /S At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted . ........................ .....:... :::*�of plans in duplicate/triplicate, signed by preparer of plans ........ 3. Complete plans in duplicate/triplicate, signed by preparer. of plans . . 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Hazardous Material Form ........................................... 6. Energy Design Compliance and supporting documentation ......... b 7. Statement of Intent for Non -Heated and AC Buildings ............... 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions....................................................... 10. Fees of $ ........................ 11. Chico Urban Area fees paid ....................................... 12. Park fees paid .................................................... 13. School District fees paid .............. + Sanitation approval fromrHealth Department 15. City of Chico plumbing permit ..................................... r 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: ...... 18. Improvements may be required. Contact Land Development Section DPW= 19. Driveway permit (construction approval required prior to occupancy) 20. Pre -Inspection for required Pre-Inspec. request to Building Inspector (Date) 21. Contractor's license information (No., Name Style, Classifications ... 22. Certificate of Workmans Compensation Insurance .................. 23. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ..... 24. Recorded copy of Agricultural Acknowledgment Statement .........- 25. Letter of signature authorization ................................... 26. 27. When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone and hold for pickup at office. Deliver w. /inspector. Other Copy of Haz-Mat form sentHealth Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By. The following data must be submitted prior to per It issuance: (Circle new item not checked above). 1. Index permit for above items No. �elf 2. Additional items required: Contractor, designer, owner, was advised of above required data by_phone_-naiI—counter by ..date Contractor, designer, owner, was advised of above required data by—phone —ma II—counter y date Plans checked by Date �o� Plans approved by Date _ Sets of plans on hold in File cabinet AP folder Copy—DPW COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS / 7 County Center Drive - OrovIJ1J% Cal'i�lomia 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER 33-36-40 ZONING AR1 BUILDING PERMIT OWNER Dalan Drane TELEPHONE 533-3985 SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 3040 Cemo Dr Oroville 95966 CONTRACTOR'S NAME owner TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 920 Lone Bar Rd. Oroville Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. 4 SUBDIVISION NAME Canyon Est. PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other garage SPECIFY Gas piping system 1 - 5 outlets 1 5.00 Building sewer 5.00 Mobile Home S G W 0.00 ea TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Oth'iKa Describe work: - garage storage electric per permit #1546-90 Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 6001 OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9Div. 3 of the Business , d Professions Code and my license is in full force and effect. cense No. Classification. ZILasthe owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ontract- ors. ors.(Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason U P. tr� NEW CONST.(DWELLING OC "PI -6 OR ACDNS. ACC. BLDGS. , �20sgft NEW CONSTR. ULTI.OUTLET ESI NON -RD BRANCH CIRC ITS 1.2.50 ea POWER APPARATUS tr (SINGLE OUTLET CIR. Ex. Occu p(OUTLETS OR FIXTURES z0®606 5ALO30 FIXED APLNS Ex. OCCUp. OUTLETS P(RESID )REA.) 1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. �Yirin 9 15.00 Permit Fee $ 13,40 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ 1 have placed on file with the County of Butte Building Department Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shal I be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor I certify that' I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all I 1' 'es, judgments c s, and expenses which may in any way accrue ag 'ns aid County :neq c of the granting of this per it. Signature of Applicant — Owner LJ Contractor EDAgentwork An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE - TOTAL FEE $ I 3340 HAz. CUA PARK SCHL I FLD I COF PAR PD j HD. ISSUE, This permit is hereby issued under the applicable provi- sions of the Butte County. Code and/or resolutions to do indicated above for which fees have been paid. DIRE TOR OF PUBLIC WORKS By Date PERMIT EXPIRES Date 4—D �� Receipt No. 88446-33.40 WNITE-D.P.W., YELLOW-AS6E730 R, PINK-IN9P EC TOR, GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Orovllle,,Call'8rola 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT ASSESSOR PARCEL SMB R� zoNl ` BUILDING PERMIT OWNER a TELEPHO E 53-3-347R3 S0. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 3 © remo 0A 9!r1(ofa CONTRACTOR'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation is Filing Fee $ ;0.00 LENDER'S MAILING ADDRESS Pormi! Fie $ ARCHIUF-CT OR L.v ,WEEP.LICE`!SE NO. Plan Che�king Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. S UBDIVISIOtN'NAME / t /V 0Ism J � PARCEL MAP Water piping 5.00 ' Each qas water heater or vent 5.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W 0.00ea TYPE OF WORK New It Additiocnl❑ Remodel ❑ tilities s❑y Installation❑ Other ❑ Describe work: —` (LA�� S1'OrIRGE' — t�`ml4-�- per PerMr�` Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 ,/p t S r� ^ {r fi I� Main service 6001 OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD -L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 ''of the Business and Professions Code and my license is in full force and effect. License No. Classification. ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. ( DWELLING OCC OR ADONS. ACC. BLDGS. ) NEW R. BRANCH CIRCMULT UITS NON.RESID , /z¢sgft 2.3 2.50 ea POWER APPARATUS e (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 2 AL030 eALe3o FIXED APPLNS. \% Ex. Occup. OUTLETS IRESID.)REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Iyirin g 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or �. less. -�'--havepl'aced-on'-fifewth—tie'County of- Butte-Bu1`ding`Deartment a Certificate of Workmen's Compensation Insurance or a Certificate - of Consent to Self=Insure. -- �- - " ❑I shall not employ any person in any manner so as to become subject to the W. C.Aaws of California. - `- Notice to Applicant: It after making this statement, should you become subject -to-the W: C. -provisions -of -the Labor Code, -you must forthwith -comply -with such- provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood - 3.00 Ventilation "____. .".`7- -. " Permit Fee-___^__ Contractor - I certify that I have read this application and state that the above -information is correct. 1 agree to comply to all County Ordinances and State Laws relating" building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also a ree to save, indemnify'and keepharmless the County Butte a ainst g y g all liabilities, -judgments, --costs, and expenses which may- in any way accrue. against said County -in consequence of the granting of this permit. - ----- _ X Date _ Signature of Applicant — Owner❑ Contractor ❑ Agent ❑ An OSHA permit is required for excovati ns over 5'0" -deep and demoli.t.ion or construct- ion of structures over 3 stories in height -Mobile Home Installation Fee _ - $- Energy Inspection Fee - -._ _ $to occ CONST PE - _ TOTAL FEE $ - - PAZ. - CUA: PARK SCHL FLD EDF. =- PAR PD -- ) HD• - - ISSUE -- - This permit is hereby issued unser sions of the Butte County.Code and/or work indicated above for which _.__,.- —DIRECTOR OF.PUBLIC By PERMIT EXPIRES Date . the applicable provi- resolutions to do fees have been paid. WORKS Date Receipt No. 33 WHITE-O.P.W.. YELLOW -ASSESSOR. PIN-INSPCCTOR. GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC -WORKS 7 County Center Drive, Oroville, CA 95.965 PHONE:. 916-538-7541` DATE mn,, 17, 19no Dalan mane ME: Permit-appin ¢#1.546-90 for garage 3040 Cemo Drive A.P. # 33-36-40 Oroville, CA 95966 With reference to the above subject: " Attached 'is: Application for permit Mobilehome Utilities Installation Sheet- Building heetBuilding Plans Mobilehome Installation.Information Sheet Engr. Calcs ,Typical Plan Sheet Owner -Builder Verification Forme List of.Codes Enforced ol_ • i IXXX We need the following information: Permit application signed and completed where indicated with all copies returned. Fees of $ payable to Butte County Treasurer. Certificate of Workmen's Compensation Insurance or check exemption statement. Contractor's License Law information or check exemption statement. Complete plans in , including plot plans. Plot plans in Structural details in Complete plans and calcs in by registered engineer or architect. Energy design including Street and drainage improvement plan approval from Land Development Section'(DPW). sets of plans in accordance with the changes marked in red. Sanitation approval from Butte County Health Department -at: 196 Memorial Way,' Chico XXX 7 County Center Dr., Oroville Skyway & Elliott Rd., Paradise Planning approval from Butte County Planning Department, 7 County Center Drive, .Oroville, for Completed Owner -Builder Verification form. Recorded copy of deed showing Recorded copy of agricultural acknowledgement statement. n OTHER Plot Dlan clearly abowi nb prop PrtIr i i nPs .,f earb i or to ..g*ola- sra1e Should you have any questions concerning the above, please contact Dave Wasney of this -office. (916-.538-7541) �--'Yours very truly, JFG/aj William Cheff Director of Public Works.. .'F. Gla Chief Building Inspector 7 033-360-041 DPAN�, DALAN JEAN ONGkr, RD OROVILLE LBi Cont: BURTENsKA CONS�� NSF/DECK(COV' 17 R 1 BUTTE COUNTY DEPARTMENT OF DEITLOPMENT SERVICES INSPECTION CARD MUST BE ON JOB SITE 24 Hour Inspection Line: (530) 538-7636 (Oroville) (530) 891-2834 (Chico) Office: (530) 538-7541 Fax: (530) 538;2140 Website: www.buttecounty.net/dds i Permit No: 06-1772 Issued: 10/3/2006 Address: 920 LONG BAR RD Area: OROVILLE Owner: DALAN & JEAN DRANE APN: 033-360-041 Applicant: BURTENSHAW CONSTBMap Page: Permit Type: SFD-Custom/Model Description: NSF/DECK(COV) ALL PLAN REVISIONS MUST BE APPRO' Inspection Type IVR INSP DATE Setbacks 132 t- k Foundations / Footings 111 Pier/Column Footings 122 Grade Beams 114 Eufer Ground 216 Forms/Steel/Holdowns 122 Do Not Pour Concrete Until Above are Signed Pre -Slab 124 Gas Test House 404 Gas Test Yard 404 U� Masonry Grout 120 Masonry Bond Beam 119 Underfloor Framing 149 Underfloor Ducts 319 Shear Transfer K 13.6 L Under Floor Plumbing 412 Under Slab Plumbing 411 Gas Piping 403 .Do Not Install Floor Sheathing or Slab Until Above Signed Holdowns/Straps 122 Shearwall/B.W.P.-Interior 135 Shearwall/B.W.P.-Exterior 135 V. T7.0 Roof Nail/Drag Trusses 129 Do Not Install Siding/Stucco or Roofing Until Above Signed Rough Framing 128 Rough Plumbing 406 Rough Mechanical 316 Rough Electrical 208 Gas Piping 403 Shower Pan/Tub Test 408 Fire Sprinkler Test 702 Fire Sprinkler Final 702 Building Final 802 Electrical Final 803 Mechanical Final 809 Plumbing Final 813 Pool Final 802 Mobile Home Final t7 802 10V P AREA Flood Zone: SRA Area: SETBACKS Front Setback: Side Setback: Rear Setback: Other Setback: Minimum Setback From Centerline of Street: BY THE COUNTY BEFORE PROCEEDING Inspection Type 1 IVR I INSP I DATE Do Not Insulate Until Above Signed Wall Insulation 117 Ceiling Insulation 118 Do Not Cover Until Above Signed T -Bar Ceiling / RC 145 Stucco Lath 142 Stucco Scratch 143 Stucco Brown 144 Swimming Pools Setbacks 132 Pool Plumbing Test 504 Gas Test 404 Pre-Gunute 506 Pool Elec/Bonding/Light Nitch 502 Pool Fencing/Alan-ns/Barriers 503 :Pre -Plaster 507 Manufactured Homes Setbacks 132 Blocking,._— —'� Tiedown, OFFICE COPY. Site Utili. Gas Test Address _ M Manome; Continuij - - - Skirtin �JGAS . - LY^ •Meter By Date 7 I ELECTRIC (�M Manufac„ Meter By " Date�2' Date of lj Model N'ameiiNutnoer: Serial Numbers: Length x Width: Insignia: Public Works Fina 538-7681 Fire Department/CDF 538-6837 cxt 169 Env. Health Final 538-7281 Sewer District Final **PROJECT FINAL 801 -� *Project Final is a Certificate ;f occupancy for (Residential Only) PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE. IF WORK HAS COMMENCED, YOU MAY PAY FOR A 1 YEAR RENEWAL 30 DAYS PRIOR TO EXPIRATION Inspec'6r Copy COUNTY OF BUTTE BUILDING DIVISION • YYt DEPARTMENT OF DEVELOPMENT SERVICES =" 7 County Center Drive • Oroville, CA • (530) 538-7541 f� 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 call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional u explanation, please contact the Building Inspector as indicated below. .s A 1 1 t :'_A 2 • ,�.I.� /1 7 � G \ l �' ham.. � � � `� C �.r n � '� L Pr /� �/�l r , � #met A+il_ '1•t� V r. ^+Ji _trc A Mfr 'S Date —� Z Z ^� Inspector �Q r f =� V ' 4 "� + REV 4105 Phone # Q FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 A •iis f insulation Certificate BUII,DING OWNER' BUILDING LOCATION: q 4 Description of Installation ROOF - Material Thickness (inches) (20 Brand Name Thermal Resistance (R -Value) CEILING Brand Name Batt or Blanket Type Thermal Resistance(R-Value) ` Thickness Cinches) l b Brand Name . Loose Fill Type lb Minimum thickness _ inches Contractor's minimum installed weighdfc __ Thermal Resistance (R - Value) Manufacuuer-s installed weight per square foot to acheive EXTERIOR -WALL Brand Name Materials `� S Value G Thermal Resistance (R- ) Thickness ('inches) RAISE) FLOOR Material Thickness (inches) SLAB FLOOR Material 'Ihickn (inches) Width (inches) Brand Name Tbermal Resistance (R -Value) Brand Name Thermal Resistance (R -Value) FOUNDATION WALL Brand Name Material ,. zrmal Resistance (R -Value) Thickness (inches) Declaration Y - above location in conforinanct- I hereby certify that the above insulation was installed rdsf a nethe residential building at ings contained n Title 24 of -the wait y Ener Efficiency Standards for the current Building gy ratifornia Administrative Code. 3� 3 ctl9 License Number Date Signature and Tide License Number IDED To THE THIS CERTIFICATE MUST -BP ROV APPROVAL AND A COPY SHALLRE POSTED WITHINUTI IBUILDING DEPARTMENTNG JANUARY 1993 Date PRIOR TO FINAL INSPECTION BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES ,, , BUILDING PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 94+4,ONG BAR RD Owner: Permit No: 06-1772 APN: 033-360-041 DALAN & JEAN DRANE Issued Date: 10/03/2006 By KCG Permit type: RESIDENTIAL 3040 CLEMO DR Subtype: SFD-Custom/Model OROVILLE, CA 95966 Expiration Date: 10/03/2007 Description: NSF/DECK(COV) (530) 533-3985 Occupancy: R-3 Zoning: Contractor Applicant: Square Footage: BURTENSHAW CONSTRUCTION BURTENSHAW CONSTRUCT Building Garage RemdUAddn 5415 MINERS RANCH ROAD 5415 MINERS RANCH ROAD 2,010 OROVILLE, CA 95966 OROVILLE, CA 95966 Other Porch/Patio Total (530)589-5266 (530)589-5266 565 2,575 FEE INFORMATION County Impact - SFD $2,244.02 SRA Fees $95.00 Dwelling - Custom, Model $1,751.57 SRA Fees $95.00 Fund 10 BLDG $1,277.70 Fund 10 BLDG $54.99 Impact Processing Auditor $50.00 Impact Processing DDS $50.00 Res Impact Fees - SFD $2,005.09 Total Charged: $7,637.34 Fees Paid: $7,637.34 SMIP - Residential $13.97 Balance Due: $0.00 Receipt No: B375 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License BURTENSHAW CONSTRUCTIC C SLB -393919 / / Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed 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 pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) is in full force and effect. of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects X 10/03/2006 the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: Contractor's Signature Date -11. 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 WORKERS' COMPENSATION DECLARATION OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: the work himself or herself or through his or her own employees, provided that such improvements ❑1 HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. iimmprove for the purpose of sale.). ❑I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by I) �{0l, OAS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED LLJJ C NTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. The Contractor's License Law dows not apply to an owner of the property who builds or improves My Workers' Compensation insurance carrier and policy number are; thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors License Law.). Carrier: Policy Number: Exp. Date: (This section nee not a competed if the permit is for for ons llars ($100) or ass. ❑ I AM EXEMPT under Section B. 8 P.C. for this reason: rIJ.e1'RTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS /Ln ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation laws of California, and agree that if I should become subject to the workers' X 10/03/2006 12 compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. r Ow Signature Date X0/"—)10/03/2006 I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building Signa f Date WAR G: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CML FINES UP TO ONE injury, including death, and property damage caused by, arising out of, or in any way connected with HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte ATTORNEY'S FEES. County to enter the above mentioned property for inspection purposes. I hereby certify that I am the ^party owner m authorized to act on the property owners behalf. CONSTRUCTION LENDING AGENCY AV 10/03/2006 me of P ee [SIGN] Print Date 1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for the performance of the work for which this permit is issued. (3097 civ. code) Contractor for Owner wrier [:] OR; E]Agent DAgent for Contractor FILE COPY Lender's Address City State Zip BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OF A PPLICA TION Website: www.buttecounty.net/dds **P AS PRINT CLEARLY** � �� OWNER INFORMATION Last Name, irst Name TEA Address City� (] 12 60, State C� Zip q�G� Phone � Fax E-mail CONTRACTOR Name � � Name u tZ l 2tiS � c•� c� Address City City�? cJ State a Zips Phone,,� 5Z6� Fax S��G E-mail Lic. #.3cl -35 I Class State License Number APPLICANT INFORMATION ARCHITECT/ENGINEER Name Address S 15 ./!�l t ✓c -e Address City BOJ,(r City State State Zip Phone Fax Fax E-mail Planner State License Number APPLICANT INFORMATION Name � alp L _i- ,N Address S 15 ./!�l t ✓c -e r S � ►'tC In City BOJ,(r Yes State ZipgS PhoneC'�6 Fax E-mail Lot # APPLICANT SIGNATURE X For office use only: Zoning 1AR-1 PropertylIAddresm .o TT��� �_n-4 I Flood Zone I SRA Yes No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc PERMIT NOC)C, \''7'7 BIN # / 4 `� PROJECT LOCATION AP# -- - 033-:5 PropertylIAddresm .o TT��� �_n-4 Cross Street WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address /Description or Scope of Work: �(�oGv -r Lv 4-U�-vrr �ZeSr c� 0/0 S6�s .Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): Page 1 of 2 EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be required. REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by: �,6 Amount: Bldg -I SRA Receipt #:y �:[_� Sheriff �,, " �ri�''' ` 7 6" 0". SMIP Date: 7-2q i Other 1 01 2 1 ! O Total REV 8-12-05 SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. ❑ 5. Statement of Intent for Non -heated and AIC for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Installation rgLo, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate �, , ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of'Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Building Permit Application Without Required Clearances Form ❑ 12. Hazardous Material Form (for Commercial Buildings only): Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner. "Builder Verification (if required). ❑ 9. Lefler of Signature authorization (if required). ❑ 10. _Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Legal description from current recorded grant deed, ❑ Copy of M.H. Title, Title transfer, or MCO. ❑ 12. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, please contact a Permit Assistant at (530) 538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, anew application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only -be made upon written request by the person who paid the fee. The request must be made within two years from -the date -of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 8-12-05 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA .95965 Phone (530)538-7541 Fax (530)538-2140�p j,-17,> 9 PERMIT APPLICATION DATA SHEET �(()) OWNER:D1m ASSESSOR PARCEL NUMBER Proposed Building Use: INST Permit Technician: J,U Date: q_-2 y -QiCti Items required in order to apply for a permit. All Wes MUST be checked OR marked NA in order to apply. �0 1. Site plansC33 or 4 sets, signed by the preparer of the plans. 2. Complete plans,(5r 4 sets, signed by the preparer of the plans. ❑��,` 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 4. Engineered truss details and layouts in duplicate.. No faxes! 5. Letter from Engineer or Architect for truss design review. 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. \�] / 11. Hazardous Material Form ��� 12. Acknowledgement of building permit application without required clearances.• ❑ 13. Other Remainin ms needed to issue the permit. (May require additional plan review upon receipt of the following items.) 1(4/Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable o`1'S. Fire Sprinklers............................................................................................ ❑ 16. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 17. Soils Report and/or Engineered Foundation required ........................................... ❑/ 1 Erosion Control Plan Required........................................................................ ees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 0. City of Chico Plumbing permit........................................................................ ❑4>� 21. Site plan and business license approval from the C, ityof Biggs .............:............... 2>?!California Department of Forestry plan approval paid. Sent by- 116M y- �y��06 �^ 1 M Planning approval for (A) Use: ��(B) Parking: (C) Parcel Check:.. V...... ❑ 24. Contact Land Development about _ Improvements, _ Drainage ........................ ❑ 25. Fire Marshall Review (commercial projects only). Sent by: ...................... �® ,�`� NPDES Form............................................................................................. zdaq Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑ .29. Worker's Compensation Carrier and Policy Number .......................................... ❑ 30. Owner -Builder Verification ( _ Given to owner, _Mailed to owner) ..................... ,❑/ 3 Letter of Signature authorization.................................................................... t Recorded copy of Agricultural Acknowledgment Statement ................................. O 33. Existing violations and/or expired permits......................................................... ❑ 34. Deed Restriction.......................................................................................... ❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ......................... ❑ 36. Other: ❑ 37. Other: When issued Telephone 59q - V (06 PotitAtt 10( and hold for pickup. R' I have been informed of the above items and requirements for obtaining a building permit. Applicant:C _ - - Date: �' Z O 1. Index permit application for the above items numbered: 1 Plan Check Lette on htgms required {meter ees' i igner, owner, was advised of the above data by phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner as dvised of the ab8v at by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: 6 'mob Plans approved by: Date: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: 17 Yellow: Building Division K/Building/Plan Check/Data Sheets/data sheet page 2 9.27.05 t TO:. Building Division — Development Services FROM: Environmental Health BUTTE AttachedPlot Plan E.H. �V COUNTY Floor Plan Attached= Sent to BD/DS AUG 3 12006 nEVELOY"Im, 4T SERVICES SUBJECT: Sanitation Clearance � 92o / � m� �.�3- 360 - o �'/ k �c•c r Owner Location AP# Plan Approved for: Sewage Disposal: _ Water Supply: Public Private Well Clearance foru�welling. Other., Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist Building Clearance 9/2005 s I DateAV BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 www.buttecountV.net/dds . PHONE (530) 538-7541 FAX 538-2140 Owner App Date: RECEIPT OF FEES SCHEDULE - RESIDENTIAL DRANE APN No: 033-360-041 Permit Type: F---7:-]Subtype: 7/24/2006 Permit No: BP 06172 Permit Desc: I I . New 1 BUILDING PERMIT FEES ESTIMATED AT APPLICATION $2,919.29 Plan Check portion of Permit Fee $1,167.72 $1,751.57 Balance of Building Permit Fee 2 FEMA RYes Flood Elevation Review $109.98 0 3 SRA* Yes Fire Plan Check - Non -Refundable $95.00 $95.00_ (State Responsibility Area) Building Inspection $109.98 $109.98 1 - $204.98 NON-REFUNDABLE portion of fees due at application $1,262.72 FEES DUE AND PAYABLE AT TIME OF PERMIT APPLICATION f$1,372.-70 FEES (BELOW) DUE PRIOR TO ISSUANCE OF PERMIT $6,114.65 $1,751.57• $13.97 SIJ ALJ RECEIPT DATE Tech/Asst q5(632vI 7/24/06 Kourtni 4 Balance of Building Permit Fees (from No. 1 above) 8075.40 5 SMIP* - Strong Motion Instrumentation Program (Enter amount from permit system) 6 Additional Plan Check Fees (NON-REFUNDABLE) p�C R-1 o 8897.09 7 Other*: R-2 8390.091 7a Other*: R-3 7604.091 8 IMPACT FEES - RESIDENTIAL* Per Dwelling Per Dwelling Per Dwelling MH Applicable) Enter Bat.# Applications After 04115106 at SFD at MFD of County 1 4249.11 3183.54 3238.72 Chico Urban Area 6146.23 4538.82 5648.44 EI Medio Fire District 3249.97 2385.76 2422.68 8582.40 North Chico Specific Plan 8075.40 SR -1, SR -3, SR-1/PD 8801.091 7395.04 DATE Tech/Asst p�C R-1 o 8897.09 7491.04 $200.00 R-2 8390.091 6984.04 R-3 7604.091 6198.04 Processing Fee is automatically added to impact fee total 1 g IWATER TENDER FEE (Not collected when Impact Fees Applicable) Enter Bat.# 8582.40 8075.40 7289.40 RECEIPT DATE Tech/Asst $100.00 $4,349.11 $200.00 DRAINAGE FEES* 10 CHICO STORM DRAINAGE 770 Butte Creek MASTER PLAN 771 Comanche Creek 772 Little Chico Creek 773 Big Chico Creek New construction, vacant 774 Lindo Channel land, on 1 acre or less - 775 SUDAD Ditch Enter 1 or less acre value 776 Mud -Sycamore Creek 777 PV Ditch 10a More than 1 acre, existing buildings - fees to be assessed by Public Works Fee Determination Sheet Needed - Enter amount determined by PW 11 THERMALITO DRAINAGE AREA 1 $684 Maximum Per each new living unit on existing lots where full drainage fees have not been paid 11a Temporary Dwelling 1 $136 At time of building permit $136 annual renewal fee for first 4 renewals. Not to exceed $684. PROOF OF PAYMENT OF FEES (BELOW) MUST BE RECEIVED PRIOR TO I is completed for applicant to take to respective district office. 997 341 $8,267 $7,211 $6,275 $8,893 RECEIPT DATE Tech/Asst E OF PERMIT. Forms will be prepared after plan check 12 SCHOOL DISTRICT FEES' I Oroville Elementary 091 12a RECREATION DISTRICT FEES* Oroville rN At the time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. c/ Applicant: / Date: �c ZT So Pursuant to Governmen ode Section 6602 , ou are hereby notified those Items followed by an ""may have been imposed on your project. You have 90 days from the date of approval of the porject or from the impostion of the above referenced items during which you may protest. The requirements for a protest are specified in Goverment Code Section 66020(a). K:/Building/Forms/Schedule of Receipt Fees Residential 041506 Butte County Department of-Dev-dopment Sorwces .4i.. O O 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone c0UN1 (530) 538-7785 Facsimile BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES I request and authorize the Building Division to process this building permit application through the plans examination process WITHOUT first obtaining all necessary, related permits and clearances from 'other regulatory entities, including but not limited to, Planning, Environmental Health, Land Development, County Fire, and Agriculture. I hereby acknowledgd: ® I need tosubmit applications for septic and/or well to Butte County Environmental Health immediately. I am required to bring the approved Environmental Health site plan and approved sanitation clearance to the Building Division as soon as clearance is obtained a I am responsible for notifying Development Services, in writing, to stop processing of the application and to arrange for'disposition of plans. The Building Division will process the application through the plans examination process, as submitted, without input from other regulatory entities that could prohibit issuance of the buildin>? permit or require submission of amended building plans to the Building Division. Once the plans examination process begins, there will be no refund of plans exarrnnation fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. Within one year from the date of application for a building permit, all other required permits and clearances from other.. entities must be obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application. Typically other required permits/clearances include, but are not limited to, verification the parcel was legally created, adherence t6. all mitigations and conditions imposed on the parcel at time of creation, as well as zoning requirements, legal access, and applicable set -backs and environmental issues (fire, agriculture buffer zones, and habitat/species). Please print: Applicant Name: APN: � � 3 • �� D ' 1S f� Building site address: o 2 C U J I Permit No.: 04 / 7,?a I have read, understood and accept the terms and conditions as expressed herein as indicated by my submission of the above -referenced building permit application and my signature below: �T.-l,t.:A IM ro'C n� A DDt, Tr ANT DATE °teeWENT TTF°\\ Department of Public Works i, O i' o_ J C o u n t y o f B u t t e (� O G r .. ' = C / LAND DEVELOPMENT DIVISION !1 G �I J. Michael Crump, Storm Water Management Program c 0// Director 7County CenterDrive CQU14-( /. Oroville,CA 95965 AV �5 (530) 538-7266 QL1C WOP (FAX) 538-7171 National 'Pollutant Discharge Elimination System (NPDES) Phase 11 Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement ELESS THAN 1 ACREl Project Description: Project Location and/or Parcel Number:. 021 �, - --S(0.D ^ D �e` 164-11,23 By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. s Signed: Title: Date: Q6--n,-6Z,4-C� 7 - Z-,{- Z> . Less than 1 Acre NPDES & S W PPP Compliance Certification Butte County Storm Water Management Program BUTTE COUNTY SCHOOLS IMPACTTEE CERTIFICATION FORM (One form per Building) School District PL4'6&, 167 -r-WA r) q I Building Department No. n6o - /1/? 2 A.P. Number Jurisdiction: x city =�CountV Property Owner Z' lel bq ti I Property Location/Address aar Subdivision Lot No. Residential Development 0 Q. Q Q Sq. Footage No of Living Mobile Home Addition/ *Supplemental to (Group. R) Units Installation Conversion Permit # No foundation inspection) ....................................................................................... Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document), Commercial/Industrial 0 Q Sq. Footage ZN Addition / �4V (including Exterior z Roofed Areas Building Department Representative.. Date District Identification No. School District certifies that (Street Address) (Applicant) (Phone Number) e—, C411� Ct 5 6. L9 (0 (City) (State) (Zip Code) 30 has complied with the requirements of Resolution No. —0 L, —,a by payment of $ e, representing 10 � o --square feet. School District Fi 2926 PULL MITIGATION $ Paid by Check # (10 R. 5 Remarks: ko Date You may protest the Imposition of the fees Identified above by submitting a written proteM.to the District, In caftilance with Governmod Code Section 66020(a), within 90 days from the date fees are paid. Faflur* to submit a timely written protest will prohibit you from challenging the Imposition of the fees In any court action. It, subsequent to the School District Representative signing Oft Butte County Schools Impact Fee Cwfflcadon Form, the School Obblet Is notified by the applicable Local Planning Agency that this project Is being reviewed under the California EnvlrwwuntM Quality Act (CEQA). this Drolact mov be autpiect to additional school ftes toft wittlaste Its' on the school district" s'schools. White (school district), Yellow (building department), Pink (applicant). feeformids (305)ftm -'i. BUTTE COUNTY DEVELOPMENT FEE CERTIFICATION FORM L9-PlEATHER RIVER RECREATION AND PARK.DISTRICT (FRRPD) ❑ CHICO AREA RECREATION AND PARK DISTRICT (CARD) 0 PARADISE RECREATION AND PARK DISTRICT (PRPD) ❑ DURHAM RECREATION AND PARK DISTRICT (DRPD) Assessor Parcel Number (s) _. - G ' Building Pen -nit Number Ql 7 2 Property Owner (s) Project Location /Address �LowicGIC U Subdivision Name Assessable Sq. Ftge 2 (910 / Type of Residential Development (check one) New Development Single Family -Detached Single Family -Attached Alteration/Addition(s) Non -Residential to Residential Multi -Family Dwelling Mobile home Mobile home replacement verified by Assessor Department Demo Permit (date i sued ) verified by Building Department Comments: Mailing Address 0 DRPD certifies that: Phone Number 24t City tate Zip Has complied with requirements of the Butte County Board of Supervisors Resolution No. by Payment of: Dwelling Units @ $ Square Feet @ $ per unit for a total of $'Ao e per sq foot for a total of $ Remarks: Paid by Check No: Paid by Cash: Receipt No: ;�_ t) cqa /7� n ecreation and Park District Representative ate PLAN REVISION/RETURN Owner's Name:� nint AP#: '03?) ` ; ((0— o L I BP#: n(� 099 - Date: 100-3)-00 Received By: •� f. Q�'11'A Time: TD AK) Contact Person & Phone Number: Brie ii (IfiAtrshgw PURPOSE OF RE—SUBMITTAL OR REVISION ❑ Permit Application Data Sheet Item ff ❑ *Engineering IQ rtn q— *Plan Revision -- Sit lan fviston (3 MttS) f,�,W ,�V -� �ciildinn J ❑ *Requested by Building Inspector's Correction Notice - Inspector's Name:. ❑ Requested by Plan's Examiner —Plan Examiner's Name: ❑ Other: *If revising a plan which has already been issued, submit two (2) drawings reflecting the revision for plan.review along with your approved plans. If engineering is involved in this revision, the engineer must put his requirements on these drawings and wet stamp and sign two sets of engineered drawings. Revised drawings must clearly show changes proposed and locations involved. WHEN APPROVED, PROCESS AS FOLLOWS: ❑ Mail to Owner/Contractor at this address: ❑ Call ❑ Deliver with next inspection. and hold for pick-up. Minimum revised plan check fee to be collected at time of submission of revision, plans exap4ner will determine if additional plan checking fees are needed: Q� Minimum 54.99 eceipt #A G- 0 -M ❑ Fee not required for revisio - s-fequested:bypl examiner prior to issuance of permit. Additional Fee Am unt:� q �J �� S Rl� ',De #: ri)� � �J � Revised 2/04 AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 2006-0041328 Recorded 1 REC FEE 7.00 Official Records I County of I COPIES 2.00 Butte I CONr=ORX0 COPY 1.00 Cffim L GRUBBS 1 County Clerk-Recorderl . I I DD 81:01P0 11 -Aug -US I Page I�of 1 r AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, / and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date Lot 4 and 5, as shown on that certain Map entitled, "Canyon Estates", which Map was recorded in the office of the Recorder of the County of Butte, State of California, April 22, 1964 in Book 31 of Maps, at pages 39 and 40. State of California County of ,S On C,4 ) () 6o before me, A)0 A !Ly •PtiAL /C N ) R/ANS personally appeared ,U4i_4AJ 2 �b/L,4n/6- �— TEi1AJ A/-2i9N Lr-- 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 in ha Icia seal. e Seal: IKATHYTERRELL \J C.onvYdOm 0137"? � 1110tC1y Pjbk - cow" A.P. # • ` y� =8utta CouM1► C.Of11f/6 e pfk-rMEN?- °& Department ®f Public Works C o u n t y o f B u t t e 0 0 7 County Center Drive Oroville, CA 95965 0 J. Michael Crump, Director (530)538-7681 (FAX) 538-7171 A-I%-Qa6;0PI 5 U' Ltc W° Shawn H. O'Brien, Assistant Director Assessors Parcel Number: 0 --OeP may` Building permit # /.� /�% Z - Owners Name: DI -a,4 e Owners Mailing Address: Property Address: ENCROACHMENT PER ACCEPTED: PERMIT NUMBER: ENCROACHMENT PERMIT EXEMPTION: Reason for exemption: [� Not a County maintained road Existing driveway conforms to County S-31 standard [] Other' Approved b App Y Printed Name Title Date 2 /J CONDITIONS FOR EXEMPTING A DRIVEWAY PERMIT An existing home with a driveway 10 years or older and doesn't cause any problems with the county road or drainage. An existing home with only minor remodeling or repairs. JOB: Burtonshaw,Lo WcAnON: Bufte Co. MiTek TRUSS ENGINEERING POWER TO PERFOR;Z - MiTek Industries, Inc. 7777 Greenback Lane Suite 10.9 ' Citrus Heights, Ca.9561 0 Phone:(916)676-1900 Fax:(916)676-1909 10- LUMBER 10- HARDWARE No- STOCK PLANS Oo- CUSTOM DRAFTING 1p- TRUSS ENGINEERING 0,- TRUSSES Do- PRE FRAMED WALLS 655 Cal Oak Rd. P.O. Box 1947 Orovilfe,, Ca.95965 Phone:(530)534-0300 Fax. -(530)534-5269 WARN ING: DO NOT CUT OR ALTER TRUSSES IN ANY WAY. WARN ING: DO NOT STORE TRUSSES ON UNEVEN GROUND. TRUSSES REQUIRE EXTREME CARE IN HANDLING jgu*rrz Coum NUV 13 "jo06 DEVELOPMENT SERVICES c-, f 136-.: 066�. �iNTY 3UILDiNG- UMSI'C"t APPR OTIED TIMBER PRODUCTS INSPECTION 105 S.E. 124th AVE. Vancouver, Wa. 98684 Phone: (360)449-3840 Fax:(360)449-3953 4 "Im TRUSS SCHEDULE 71 77171MWT� "I Mark TC Pitch, BC Pitch MiTek A 5:12 T,q i 1.q Project: BURTONSHAW LONG BAR lCounty: BUTTE Contractor: Endeavor Homes Date: July 5, 2006 Roof: COMP Plan: Snow: o Drawn By: MW Tall Cut: Plumb Span Amt. Description Front Back 40-0-0 1 DUTCH HIP GIRDER 1 PLY. 2-0-0 2-0-0 I Al 5:12 3.512 40-0-0 10 CATHEDRAL, 4 PT BEARING. 2-0-0 2-0-0 A2 5:12 40-0-0 3 CATHEDRAL, 3 PT BEARING. 2-0-0 2-M A2GE 5:12 40-0-0 1 DROP TOP W / FILL. 2-0-0 2-0-0 B 5:12 34-0-0 13 STD. 2-0-0 2-0-0 BGE 5:12 34-0-0 1 DROP TOP W / FILL. 2-0-0 2-0-0 C 5:12 28-0-0 1 STD. 2-0-0 2-0-0 CGE 5:12 28-0-0 1 GABLE END. 2-0-0 2-0-0 D 5:12 18-0-0 3 STD. 2-0-0 2-0-0 DGE 5:12 18-0-0 1 GABLE END. 2-0-0 2-0-0 HC 3.54:12 8-4-5 2 MONO GIRDER. 2-9-15 0 HC2 5:12 1-10-15 4 MONO. 2-0-0 0 HC4 5:12 3-10-15 4 MONO. 2-0-0 0 HC6 5:12 6-0-0 15 MONO. 2-0-0 0 Project: BURTONSHAW LONG BAR lCounty: BUTTE Contractor: Endeavor Homes Date: July 5, 2006 Roof: COMP Plan: Snow: o Drawn By: MW Tall Cut: Plumb burtonshaw Long bar RJ. F-.J.a-r H.- 653 Cal oak Rd. 5 - KY -Ad MiTek POWER ra PERFORM.� MITek Industries, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 916/676-1900 Re: Burtonshaw—LongBar Fax 916/676-1909 00 The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Endeavor Homes. Pages or sheets covered by this seal: R23150826 thru R23150839 My license renewal date for the state of California is March 31, 2007. of e October 18,2006 Tingey, Palmer The seal on these drawings 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-2002 Chapter 2. �RTOS W-LONG-111FIC 00 HA fe '..W� Us. �J..b.R.fbreg Tel, 11 - - 'o J.�� ", o'. 1 -Z-U-U 13-M 20-0-0 27-0-0 2-0-0 13-M �0-0-0 42-0-0 7-0-0 7-" 13-0-0 2-" Scale 1:78.1 4X4 Z�- 3X6 -2 4X4 �� 24 5. 00 F1 22 .20 26 28 18- is 16 32 6715 34 5xio 10 13 31) 6 668 5 1 53 38 40 5xio l- 4 ax 5 8 4"A 3 73 1 74 75 23 72 63 3 72 44 2 45 4x5 46j; 51 54 55 56 50 57 58 59 49 60 61 62 48 63 64 65 47 US 2x4 11 8x8 Us 8x8 2M 11 ..13-0-0 20-0-0 13-M 7-" 7-M 13-0-0 LOADING (pso SPACING 2-0-0 CS11 DEFIL in (loc) I/defi L/d PLATES GRIP TCLL 16.0 Plates Increase 1.15 TC 0.42 Vert(LL) .0.01 50-51 >999 240 TCDL 10.0 Lumber Increase 1.15 MT20 220/195 BCLL BC 0.20 Vert(TL) -0.03 50-51 >999 180 0.0 Rep Stress Incr NO WB 0.12 Horz(TL) 0.00 45 n/a n/a BCDL 10.0 Code UBC/ANS195 (Matrix) Weight. 325 lb LUMBER TOPCHORD 2X4DFNo.l&Btr BRACING BOT CHORD 2 X 6 DF No.l&Btr TOPCHORD Sheathed or 6-0-0 oc purling. WEBS 2 X 4 DF Std BOTCHORD Rigid ceiling directly applied or 6-0-0 oc bracing, JOINTS I Brace at Jt(s): 12, 25, 37, 7, 17, 31, 41, 52, 53 REACTIONS (lb/sIze) 2=30110 -3 -8,50=980/28 -0 -0,51=1030/28 -0-0,47=1036/28-0-0,49=715/28-0-0,48=963/28-0-0,45=305/0-3-8 Max Horz2=137(load case 5) Max Uplift2=-76(load case 5), 50=-262(load case 5), Pl=-130(load case 5),47=-112(load case 6),49=-50(load case 5), 48=-250(load case 6),45=-104(foad case 6) Max Grav2=301 (load case 1), 50=990(load case 7), 51=1030(foad case 1), 47=1' 48=963(load case 1), 45=305(load case 1) 036(load case 1), 49=715(load case 1), FORCES (lb) - Maximum Compression/Maximum Tension TOPCHORD 1-2=0/42,2-3=-78/91, 3 -4= -202192,4 -6= -165189,6 -66=-163/102,8-66=-124/86,8-10=-124/96,10-13=-127/111,, 13-67=-258/161, 15-67=-216/147,15-16=-231/168,16-18=-195/161, 18-68=-190/172,20-68=-148/157,20-22-129/158, 22-24=-83/263,24-26=-90/263, 26-28=-133/150,28-69=-147/144,30-69=-190/154,30-32=-197/142, 32-34=-2321146, 34-70=-212/126, 36-70=-258/140,36-38=-133/89,38-40=-144/81, 40-71=-143/71,42-71 =-186/88,42-72=-162/66, 44-72=-231/81, 44-45=87/37,45-46=0/42,3-5=-29/159, 5-7=-26/152, 7-73=-26/152, 9-73=-26/152, 9-1 1=-26/152, 11 -12= -26/152,12 -74= -45/153,14 -74= -45/153,14 -17=-45/153,17-19=-45/153,19-75=-45/153,21-75=-45/153, 21-23=-45/153,23-25=-45/153,25-27=-45/153, 27-29=-45/153,29-76=-45/153, 31-76=-45/153,31-33=-45/153, 33-35-45/153, 35-77=-45/153, 37-77=-45/153, 37-39=-37/151, 39-41 =-371151, 41-78=-37/151, 43-78=-371151, 43-79=-38/153, 44-79=-38/153 BOTCHORD 2-51 =1 1/98, 51-54=29185, 54-55=-29/85, 55-56=-29/85, 50-56=-29/85, 50-57=-34/137, 57-58=-34/137, 58-59=-34/137, 49-59=-34/137,49-60=-5/116, 60-61=-5/116,61-62=5/116,48-62=-5/116,48-63=0/80, 63-64=0/80,64-65=0/80,47-65=0/80 ,45-47=0/59 vikoFESS/o WEBS 3 -51= -530/196,44 -47= -5361178,3 -50= -96/81,12 -50=-677/315,12-49=-2/46,25-49=-465/135,37-49=-1/26,37-48=-65 /3 S. ,44-48=-84/79,23-52=-185/47,22-52=-185/47,27-53�184/40,26-53=-184/40,22-26=-476/271,4-5=-80136,6-7=-64/30, A:, 8-9=-37/16, 10-11=-160/77,12-13=-320/147,14-15�75/36,16-17=62/28,18-19=-49/26,20-21=-5/11,28-29 -1f7, 30-311=51/27,32-33=-61/28, 34-35=-76/37,36-37=-326/156,38-39=-124/60,40-41=-29/13,42-43�116/53, 5=2-53=_O/O NOTES CT C MATZ 1) Unbalanced roof live loads have been considered for this design. ;0 2) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=6.Opsf, BCDL=6.opsf, Category 11; Exp B; enclosed; MW`FRS gable e' EX - right exposed ; end vertical left and ri ht - A . nd zone; cantilever left an U xpose ; umber UUL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Continued on page 2 A wA=lm vr'4& de'l9ft Janx-ft" and READ NoTzs Om Tms AArD mmuj)zD juTzK R&FERENCE PAGE AM -7473 REYORE USE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters 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 responsibillity 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 ANSI/TP111 Quality Criteria, DSB-89 and BCS11 Building Component Safety Information available from Truss Plate institute, 583 D'Onofrio Drive, Madison, Wl 53719. October 18,2066 El MiTek 7777 Greenback Lane, Suite log Citrus Heights, CA, 95610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3 " *Center plate on joint unless 14- 74 Damage or Personal Injury i 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 1 Y TOP CHORDS other. C2 C3 J5 3. Place plates on each face of truss at each c- Q joint and embed fully. Avoid knots and wane 0 at joint locations. 0 U U U 4. Unless otherwise noted, locate chord splices O_ 0- at 14 panel length (± 6" from adjacent joint.) For 4 x 2 orientation, locate C7 C6 C8 BOTTOM CHORDS J 0 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates I /9'from, outside edge A 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 960M -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 BEARING stacks of construction materials. Indicates location of joints at 14. Do not cut or alter truss member or plate without p(ior approval of a professional which bearings (supports) occur. engineer. MiV 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MIX -7473 0 1993 M[Tek@ Holdings, Inc. 0 russ russ ype I Wxy I My 1 100 1 BURTONSHAW-LONG13AR A BOSTON HIP R23150826 Endeavor Homes, Oraville, Co., aft Wilson Job Reference ('a. tional) 6.200 9 -111113 2UU* MI I eK industries, Inc. Tue Oct 17 11:18:28 2006 Page 2 NOTES 5) All plates are 1-5x4 MT20 unless otherwise indicated. 6) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 107 lb down and 50 lb up at 6-3-10, 107 lb down and 50 lb up at 8-0-12, 107 lb down and 50 lb up at 10-0-12,107 lb down and 50 lb up at 12-0-12,107 lb down and 50 lb up at 14-0-12,107 lb down and 50 lb up at 16-0-12,107 lb down and 50 lb up at 18-0-12,107 lb down and 50 lb up at 20-0-0,107 lb down and 50 lb up at 21-11-4,107 lb down and 50 lb up at 23-11-4,107 lb down and 50 lb up at 25-11-4,107 lb down and 50 lb up at 27-11-4, 107 lb down and 50 lb up at 29-11-4, and 107 lb down and 50 lb up at 31-11-4, and 107 lb down and 50 lb up at 33-8-6 on top chord, and 316 lb down and 24 lb up at 6-0-0, 76 lb down at 8-0-12, 76 lb down at 10-0-12, 76 lb down at 12-0-12, 76 lb down at 14-0-12, 76 lb down at 16-0-12, 76 lb down at 18-0-12, 76 lb down at 20-0-0, 76 lb down at 21-11-4,76 lb down at 23-11-4, 76 lb down at 25-11-4, 76 lb down at 27-11-4, 76 lb down at 29-11-4, and 76 lb down at 31-11-4, and 316 lb down and 24 lb up at 33-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the fade of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plo Vert: 2-45=-20, 1-3=-52, 3-24=-52, 24-44=-52, 44-46=-52 Concentrated Loads (lb) Vert: 3=-75(F) 24-75(F) 44=-75(F) 51=-312(F) 47=-312(F) 49=-38(F) 4=-75(F) 10-75(F) 16=-75(F) 32=-75(F) 38=-75(F) 54=-38(F) 55=-38(F) 56=-38(F) 57=-38(F) 58=-38(F) 59-38(F) 60=-38(F) 61=-38(F) 62=-38(F) 63=-38(F) 64=-38(F) 65=�38fl 66=-75(F) 67=-75(F) 68=-75(F) 69=-75(F) 70=-75(F) 71=-75(F) 72=-75(F) WARMtM-V.I%d.Mgpmtm..dRUDMTESONTMSAMINMUDEDWTPXJWFMWMEPAGZJW7473 JINFORS us. Design valid for use only with MITek connectors. This design is based only upon parameters shown. and is for an individual building component. Applicability of design paromenters 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 We erector. Additional permanent bracing of the overall structure is the responfiblilty of the building designer. For general guidance regarding fabricati n. quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Crttedo, DSB-89 and BCS11 Building Component Safety information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. 7777 Gneenb ck Lane, Suite 109 Citrus Heights, CA, 95610 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury 14-1 "'Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply I . 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 . 1 TOP CHORDS other. 18 41 C2 C3 J5 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane 0 _U oe at joint locations. 0 z: U U 4. Unless otherwise noted, locate chord splices CL a- ONZ at 'Apanel length (± 6" from adjacent joint.) For 4 x 2 orientation, locate 1 C8 C6 0 BOTTOM CHORDS ,1fess otherwise noted, moisture content of mber shall not exceed 19% at time of fabrication. plates 1 /8"frorn outside edge is J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use w1ith 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 9. Lumber shall be of the species and size, and 4 x 4 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 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 materiials. BEARING Indicates location of joints at TIC 18 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur, Nil I F engineer. Mi1176WR V\/\] VW'q 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: Mll-7473 @ 1993 M!Tek@ Holdings, Inc. 0 russ russ ype W-71 I BURTONSHAVV–LONGBAR At CATHEDRAL ]12 R23150827 Endeavor Homes, Oroville, Ca., Man Wilson Joob Reference (optio al) 9nn, ---ilq9l shies, Inc. Tus Oct 17 11:18:29 2066 Page 1 -2-0-0 6-3-12 1 13-1-14 20-0-0 26-10-2 33-8-4 40-0-0 0 2-" 6-3-12 1 6-10-2 6-10-2 6-10-2 6-10-2 6-3-12 2-0-0 Scale = 1:72.5 5X5 5.00 f 1-2 5 WARNNG- WrIAddAM19ftParamete�8 andR&4D NOTES ONTMSAArDZMLETDEDJUTZKP--FMZE=ZpAG–rMU.7473JWFORE UM M091111* Do,l?n. 01,1td for use only with Mrrek connectors. This design is based only upon parameters shown, and Is for an individual building component. 1FA3 v App'. bi, , of design paramenters and proper incorporation of component is responsibility of building designer- not truss designer. Brocingshown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the We 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 ANSI/TP11 Quality Criteria, OSB -89 and BCS11 Building Component Safety information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, W1 53719. 7777 Greenback Lane, Suite 109 Citrus Heights, CA, 95610 10 US 6-0-0 6 f1p 20-0-0 6-0-0 0-5-8 13-6-8 13-6-8 6-5-8 Plate Offsets (X.Y): r3:0-2 r7:0-2-0,0-3-01 LOADING (psf) SPACING 2-0-0 CS1 DEFIL in (loc) I/defi Ud PLATES GRIP TCLL 16.0 Plates Increase 1.15 TC 0.35 Vert(I-L) -0.05 12-13 >999 240 MT20 220/195 TCDL 10.0 Lumberincrease 1.15 BC 0.27 Vert(TL) -0.14 12-13 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(TL) 0.07 10 n/a n/a BCDL 10.0 Code UBC/ANS195 (Matrix) Weight: 178 lb LUMBER BRACING TOPCHORD 2 X 4 DF No.l&Btr TOPCHORD Sheathed or 5-9-1 oc purlins. BOTCHORD 2 X 4 DF No.l&Btr BOTCHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 DF Std REACTIONS (lb/size) 2=42/0-3-8,14=1499/0-5-8, 10=1498/0-5-8,8=41/0-5-8 Max Horz2=136(load case 5) MaxUplift2=-78(load case 5),14=-72(load case 5), 10=-21(load case 6),8=-131(load case 6) Max Grav2=99(load case 7),14=1499(load case 1), 10=1498(load case 1), 8=99(foad case 8) FORCES (lb) - Maximum Compression/Maximum Tension TOPCHORD 1 -2=0/39.2 -3= -611734,3 -4= -1034/73,4 -5=-1269/26,5-6=-1269/42,6-7=-1034/88,7-8=01738,8-9=0/39 BOTCHORD 2 -14= -609/30,13 -14=-680/42,12-13=-41/947,11-12=0/948,10-11=-683/20,8-10=-612/8 WEBS 3 -14= -1161/159,7 -10= -1163/102,3 -13=-1711533,4-13=-487/88,4-12=0/291,5-12=0/621,6-12=0/291, 6-11=-487/47, 7-11 =011 536 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=6.Opsf, BCDL=6.Opsf, Category 11; Exp, B; 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 vAth any other live loads. LOAD CASE(S) Standard ?,�-OIESSIO-)V WARNNG- WrIAddAM19ftParamete�8 andR&4D NOTES ONTMSAArDZMLETDEDJUTZKP--FMZE=ZpAG–rMU.7473JWFORE UM M091111* Do,l?n. 01,1td for use only with Mrrek connectors. This design is based only upon parameters shown, and Is for an individual building component. 1FA3 v App'. bi, , of design paramenters and proper incorporation of component is responsibility of building designer- not truss designer. Brocingshown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the We 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 ANSI/TP11 Quality Criteria, OSB -89 and BCS11 Building Component Safety information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, W1 53719. 7777 Greenback Lane, Suite 109 Citrus Heights, CA, 95610 Symbols PLATE LOCATION AND ORIENTATION -1, 13 *Center plate on joint unless 14- Z4 dimensions indicate otherwise. beDimensions are in inches. Apply plates to both sides of truss and securely seat. For 4 X 2 orientation, locate plates 1 /9'from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates. PLATE SIZE The first dimension is the Width 4 x 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING indicates location of joints at which bearings (supports) occur 0 (L R Numbering System J2 J3 J4 J I J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT CONNECTOR PLATE CODE APPROVALS BOCA 96-31, 96-67 ICBO 3907,4922 SBCCI 9667,9 432A WISC/DILHR 960022-W, 970036-N MiTek Engineering Reference sheet: Mll-7473 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 2. Cut members to bear tightly against each 0 ther. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 0 X: 4. Unless otherwise noted, locate chord splices U at '/A panel length (± 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 6. Unlells axpressly noted, this design is not app I ic ble for use With fire retardant or preservative treated lumber. 7. Comber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed. or purlins . provided at spacing shown on design. I I . Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 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. 14. Do not cut or alter truss member or plate with9ut prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 0 1993 P11-TelkO Holdings, Inc. Job rUSS 'S T'U' russ ype ty y� 0 00 --lU 3f828 BURTONSHAW LONGBAR �Al I ��I=T...YR-Al� PLATES GRIP TCLL 16.0 1 1.25 Endeavo Wil... -0.13 12-13 >999 240 J�oob R�ef�erenci (optional) -2-0-0 6-3-12 13-1-14 20-0-0 26-10-2 33-8-4 40-0-0 42-0-0 2-0-0 6-3-12 6-10-2 6-10-2 6-10-2 6-10-2 6-3-12 2-0-0 Scale = 1:72.5 5X5 5.00 5-2 5 14 3.50112 10 5X6 US 6-M 20-0-0 33-6-8 40-0-0 6-5-8 1 3-8-R . I . . A LOADING (pso SPACING 2-0-0 CS1 DEFL in (loc) I/defi Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.44 Vert(I-l-) -0.13 12-13 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.42 Vert(TL) -0.31 12-13 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(TI-) 0.15 10 n/a n1a BCDL 10.0 Code UBC/ANS195 (Matrix) Weight: 178 lb LUMBER , BRACING TOPCHORD 2 X 4 DF No.1&Btr TOPCHORD Sheathed or 4-0-8 oc purlins. BOTCHORD 2 X 4 DF No.1&Btr BOTCHORD Rigid ceiling directly applied or 5-4-15 oc bracing. WEBS 2 X 4 DF Sid REACTIONS (lb/sIze) 2=1199/0-5-8,10=2164/0-5-8,8=-284/0-5-8 Max Horz2=136(load case 5) Max,Uplift2=-136(load case 5),8-350(load case 7) Max Grav2=1 199(load case 1), 10=2164(load case 1), 8=18(load case 5) FORCES (lb) - Maximum Compression/Maximum Tension TOPCHORD 1 -2=0/3912 -3= -22501103,3 -4= -2533/144,4 -5=-1905/56,5-6=-1904/72,6-7=-1111/82,7-8-24/1539,8-9=0/39 BOTCHORD 2-14=-139/2006,13-14�153/2099,12-13=-11012391,11-12=0/1021,10-11=-I456/56,8-10=-1344/43 WEBS 3-14-446/124, 7 -10= -1607/67,3 -13=0/282,4 -13=0/183,4-12=673/177,5-12=0/1050,6-12=-15/764,6-11=-817/61, 7A 1 =0/2352 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=6.Opsf; BCDL=6.Opsf*, Category 11; Exp B; 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. LOAD CASE(S) Standard FESS Uj C 0 433 7 0 October 18,2006 WARW4G - Ver(& design parameters and PUD M)TES ON TMS AM IRCLODED WTFX REFEREACZ PAGE JW -7473 BEFORS LAM Design vaiki for use only with MiTelk connectors. This design Is based only upon parameters shown, and is for on individual building component. Applicability of design poramenters 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 constructinn Is the responsibility of the We 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 ANSIM111 Quality Criteria, DSB-89 and BCSII Building Component Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, Wl 53719. 7777 Greenback Lane, Suite 109 Citrus Heights, CA, 95610 Symbols PLATE LOCATION AND ORIENTATION 14-1 N' *Center plate on joint unless - dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. PLATE SIZE 4: 1 f -ror 4 x z onenia on, vca e plates I /9'from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates. The first dimension is the width 4 x 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING indicates location of required continuous lateral bracing. BEARING I Indicates location of joints at which bearings (supports) occur Numbering System J2 J3 J4 TOP CHORDS a ce 0 X U A J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT CONNECTOR PLATE CODE APPROVALS BOCA 96-31, 96-67 ICBO 3907,4922 SBCCI 9667,9432A WISC/DILHR 960022-W, 970036-N NER 561 'eol� Ulm_ Mi V F/ -V/-\-1 I/WN General Safety Notes Fa!Iure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each ioint and embed fully. Avoid knots and wane 0 at joint locations. c1c 0 4. Unless otherwise noted, locate chord splices U at 1A panel length (± 6" from adjacent joint.) 0- 0 5, Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. m!Tek Engineering Reference Sheet: MII-7473 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to comber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 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. 14, Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 0 1993 MiTekS Holdings, Inc. Job Truss Truss Type city ply 00 I/defi Ud PLATES GRIP TCLL 16.0 Plates Increase R23150829 BURTONSHAW-LONGBAR A2GE I DOUBLEHOWE 1 � 240 � TCDL 10.0 Lumber Increase 1.16 BC 0.58 Vert(TL) Job Reference (optional) ki -2-0-0 6-1-3 11-6-9 17-M 20-0-0 1 22-5-7 27-10-13 40-0-0 42;9:2 2-0-0 6-1-3 5-5-7 5-5-7 3-0-0 2-5-7 5-5-7 12-1-3 2-0-0 Scale = 1:71.3 5X5 7 33 32 31 30 29 2827 26 25 24 --- 5X5 5X8 3x4 5X5 - 8X8 3X6 11 31J 6-1-3 11-6-9 17-0-0 22-5-7 27-10-13 40-0-0 6-1-3 5-5-7 5-5-7 5-5-7 5-5-7 12-1-3 Plate Offsets (X,Y): [2:0-4-2,0-1-8],[3:0-2-8.0-3-0],[17:0-2-8,0-3-0].124:0-3-0,0-1-4],[28:0-0-7,0-3-0],[29:0-2-8,0-3-01,[31:0-4-0,0-3-0],[32:0-2-8,0-3-0],137:0-2-0,0-2-8],[38:0-3-4 ,0-3-01 LOADING (psf) SPACING 2-M CS1 DEFL in (loc) I/defi Ud PLATES GRIP TCLL 16.0 Plates Increase 1.15 TC 0.36 Vert(LL) -0.11 31 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.16 BC 0.58 Vert(TL) -0.25 31-32 >999 180 BCLL 10.0 1 Rep Stress Incir YES WB 0.61 Horz(TL) 0.09 22 n/a n1a BCDL 10.0 Code UBC/ANS195 (Matrix) Weight: 248 lb LUMBER BRACING TOPCHORD 2 X 4 DF No.1&Btr TOPCHORD Sheathed or 3-11-4 oc purlins. BOTCHORD 2 X 4 DF No.1&Btr BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 DF Std JOINTS 1 Brace at Jt(s): 34, 37, 38, 40, 43 REACTIONS (lb/size) 2=1348/0 -3 -8,28=1638/6 -5 -8,27= -502/6-5-8,26=163/6-5-8,25=109/6-5-8,24=-18/6-5-8,22=34816-6-8 Max Horz2=-136(load case 6) Max Uplift2=128(load case 5), 28=-30(load case 6), 27�5511 (load case 2), 26=-1 (load case 6), 25=42(load case 6), 24=-1 8(load case 1), 22=-51 (load case 6) Max Grav2=1348(load case 1), 28=1638(load case 1), 26=163(load case 1), 25=112(load case 8),24=68(load case 6), �22=348(load case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOPCHORD 1-2=0/39, 2-3=-2647/91, 3-4=-2171/101, 4-5=-1 672193, 5-6=-390/61, 6-7=-357/67, 7-8=-346162, 8-9=-393/54, 9-1 0=367/29, 10-11 =-401/22, 11-12=-412/14, 12-13-419/5, 13-14�39510, 14-15=-405/0, 15-16=-405/0, 16-17=-472/0, 17-18=-202/0, 18-19=-291/0, 19-20=-277/0, 20-21 =272/0, 21-22-298/0, 22-23=0139 BOTCHORD 2-33=11 29/2374, 32-33=-1 29/2374, 31-32=-69/1955, 30-31 =0/1 800, 29-30=0/2177, 28-29=0/2177, 27-28=01244, 26-27=0/244,25-26=0/244, 24-25=0/244,22-24=0/244 WEBS 5-36=-1248/105, 34-36=-1251/105, 34-35�1229/104,35-37=-1212/104,37-39=-1561/63,39-40=-1551/64,40-41=-1567/66, 38-41=-1589/68,38-42-1947/103,42-43-1964/108,43-44�1990/116,28-44=-1953/114, 7-34=-8157,8-35=-2/55, 6-36=-10/1, 3-33=0/238, 3-32=-471/67,4-32=0/387,4-31=-626/106, 5-31=0/807,31-37=-445/63, 30-37=0/374, 30 -38= -440/97,29 -38=0/202,9 -37= -175/76,10 -39=0/36,11-40=-42/19,12-41=-57/15,13-38=-150/96,14-42=-45111, 15 -43=-68/21,16-44=-5195,17-28=497/102,18-27=0/162,19-26=-105/29, 20-25=-77143, 21-24=-14111 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=6.Opsf, BCDL=6.Opsf; Category 11; Exp B; enclosed; MWFRS gable end zone; cantilever lefi right exposed ; end vertical left and right exposed; Lumber DOL=11.33 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. 4) All plates are 1.5x4 MT20 unless otherMse indicated. LOAD CASE(S) Standard ,& WARMNG. Ver(& deggn pmmetam and READ A101TES 0ArTM6 AND J?4C=BD AMFXP"F"ATZ PAGE AM -7473 BEFORE VSF_ Design valid for use only With MITek connectors. This design is based only upon parameters shown, and is for an indlyidual building component. Applicability of design paramenters 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 responsibillity, of the MiTe erector. Additional permanent brocing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabricaffon, quality control, storage, delivery, erection and bracing, consult ANSI/TP11 Quality Criteria, DSB.89 and BCSI I Building Component 7777 Greenback Lane, Suite 109 Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. Citrus Heights, CA, 95610 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury 3/�' *center plate on joint unless dimensions indicate otherwise. I . Provide copies of this truss design to the Dimensions are in inches. Apply building designer, erection supervisor, property plates to both sides of truss and owner and all other interested parties. securely seat. J2 J3 J4 2. Cut members to bear tightly against each TOP CHORDS other. C2 r 5 4 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane NcJ at joint locations. 0 U 0 U 4. Unless otherwise noted, locate chord splices U U CL at 14 panel length (± 6" from adjacent joint.) C8 C7 C6 0 5. Unless otherwise noted, moisture content of For 4 x 2 orientation, locate BOTTOM CHORDS lumber shall not exceed 19% at time of fabrication. plates I /Er'from, outside edge of truss and vertical web. J I J8 J7 J6 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 is the responsibility of truss fabricator. General connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. practice is to comber 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 x 4 to slots. Second 9. Lumber shall be of the species and size, and in all respects, equal to or better than the perpendicular 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 11. Bottom chords require lateral bracing at 10 LATERAL BRACING SBCCI 9667,9432A ft. spacing, or less, if no ceiling is installed, unless otherwise noted. Indicates location of required continuous lateral bracing. WISC/DILHR 960022-W, 970036-N 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 Miff 14. Do not cut or alter truss member or plate without p6or approval of a professional which bearings (supports) occur. ME engineer. k®R L/\/\i vwlq 15. Care should be exercised in handling, erection and installation of trusses. MlTek Engineering Reference Sheet: Mll-7473 1993 MITek8i Holdings, Inc. Job Truss I russ Type Qty Ply oo Applicability of design parcirrienters 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 responsibillity of the MiTe erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding R23150830 BURTONSHAW-LONGBAR I B MOD.QUEEN 13 I 1 Job Reference (optional) itnuezvor mamas, vrowne, us., mau winson D.ZVV 3 Jul I a zuuo MI I el, Inuumnes, Inc. I us — I I I I: I I zuw rage I 6-1-3 11-6-10 17-0-0 22-5-6 27-10-13 34-0-0 36-0-0 2-0-0 6-1-3 5-" 5-5-6 5-" 5-6-6 6-1-3 2-" Scale = 1:61.6 40 5.00 5-2 5 8-9-14 8-9-14 Iz 5X6 8-2-2 11 SX8 IV SX6 25-2-2 34-0-0 8-2-2 8-9-14 Plate Offsets (X,Y): [3:0-2-8.0-3-01.[7:0-2-8,0-3-0l,rlO:0-3-0,0-3-41.fll:0-4 0-3-01,1`12:0-3-0,0-3-41 LOADING (psfll SPACING 2-0-0 CS1 DEFIL in (loc) I/defi Ud PLATES GRIP TCLL 16.0 Plates Increase 1.15 TC 0.25 Vert(LL) -0.13 2-12 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.51 Vert(TL) -0.30 2-12 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.55 Horz(TL) 0.09 8 n/a n/a BCDL 10.0 Code UBC/ANS195 (Matrix) Weight: 154 lb LUMBER BRACING TOPCHORD 2 X 4 DF No.1 &Btr TOPCHORD Sheathed or 4-0-0 oc purlins. BOTCHORD 2 X 4 DF No.1 &Btr BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 DF Std REACTIONS (lb/sIze) 2=1325/0-3-8,8=1325/0-3-8 Max Horz2=-1 19(load case 6) Max UpIWQ=-1 19(load case 5), 8�1 1 9(load case 6) FORCES (lb) - Makimum Compression/Maximum Tension TOPCHORD 1 -2=0/39,2 -3=2557/96,3 -4 -2318/70,4.5= -1628177,5-6=-1628177,6-7=-2318/71,7-8=-2557/96.8-9=0/39 BOTCHORD 2-12=-116/2295,11-12=-39/1881, 10-11=0/1881, 8-10=0/2295 WEBS 3 -12= -284/123,4 -12=0/503,4 -11=-585/125,5-11=0/918,6-11=-5851125,6-10=0/503,7-10=-284/124 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=6.Opsf; BCDL=6.Opsf; Category 11; Exp B; 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 vAth any other live loads. LOAD CASE(S) Standard October 18,2006 WARM M - Ve my 1# desig III pa Ira mertInrilt a nd PFAD M TES ON TMS A M LIWL VDED WTEK M WXI WAVE PA GE M Z r- 74 73 BEFORE UM MM1111W Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parcirrienters 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 responsibillity of the MiTe erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding — fabrication, quality control, storage, delivery, election and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component 7777 Greenback Lane, Suite 109 Safety Information available from Truss Plate Institute, 583 D'Onofflo Drive, Madison, WI 53719. Citrus Heights, CA, 95610 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 34' *Center plate on joint unless Damage or Personal Injury 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 .. I TOP CHORDS other. Y8 C2 C3 J5 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane a 0 5 Ce VX 1A at joint locations. 3= 0 U 6 U 4. Unless otherwise noted, locate chord splices a. CL R I at % panel length (± 6" from adjacent joint.) For 4 x 2 orientation, locate C8 C7 C6 . 0 BOTTOM CHORDS less otherwiise noted, moisture content of plates I /9'from outside edge J I J8 J7 J6 lumber shall not exceed 19% at time of fabrication. 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. PLATE SIZE WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions 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 dimension is the length parallel CONNECTOR PLATE CODE APPROVALS in all respects, equal to or better than the 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 9600U -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 BEARING stacks of construction materials. Indicates location of joints at 14. Do not cut or after truss member or plate without prior approval of a professional which bearings (supports) occur. WA U' engineer. Mi V V\/,\l vwq 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 @ 1993 111111117relkO Holdings, Inc. Job [22:0-1-12,0-1-81, Truss Type oty ply LOADING (psf) BURTONSHAW-LONGI I MODIFIED QUEENIFOST I I I DEFIL � -- - I -1d PLATES GRIP TCLL 16.0 Plates Increase 1.15 Job Reference (optional) -2-0-0 5-1-3 9-6-10 1 14-0-0 1 17-0-0 18-15�61 22-10-13 34-0-0 36-0-0 2-0-0 5-1-3 4-" 4-5-6 3-0-0 1-5-6 4-5-6 11-1-3 2-0-0 Scale = 1:61.6 4A nn F- 7 27 26 25 24 23 22 3X4 Us 5x5 8XIB 3X4 ti 30 7-3-14 14-0-0 20-8-2 34-0-0 7-3-14 6-8-2 6-8-2 13-3-14 Plate Offsets (X,Y): [3:0-2-8,0-3-01, tl7:0-2-8.0-3-01, [22:0-1-12,0-1-81, mailliv* [27:0-2-8.0-3-01, [28:0-4-0,0-3-01, [32;0-4-0,0-2-01 LOADING (psf) SPACING 2-0-0 CS1 DEFIL in (loc) I/defi I -1d PLATES GRIP TCLL 16.0 Plates Increase 1.15 TC 0.33 Vert(I-L) -0.07 27-28 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.44 Vert(TL) -0.18 27-28 >999 180 BCLL 0.0 Rep Stress Incr NO W13 0.47 Horz(TL) 0.06 20 n/a n/a BCDL 10.0 Code UBC/ANS195 (Matrix) Weight: 201 lb LUMBER BRACING TOPCHORD 2 X 4 DF No.1&Btr TOPCHORD Sheathed or 4-5-8 oc purlins.' BOTCHORD 2 X 4 DF No.1 &Btr BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 DF Std JOINTS I Brace at Jt(s): 30, 33, 34, 38 REACTIONS (lb/size) 2=1141/0 -3 -8,26=1199/6 -5 -8,25 -290/6-5-8,24=156/6-5-8,23=108/6-5-8,22=-6316-5-8,20=401/6-5-8 Max Horz2=119(load case 5) Max Uplh'Q=-121 (load case 5), 26=-6(load case 6), 25=-374(load case 2),23=38(load case 6),22=-63(load case 1), I 20=-89(load case 6) Max Grav2=1 141(load case 1), 26=1 199(load case 1), 24=156(load case 2), 23=109(load case 8),22=89(load case 6), 20=401 (load case 1) FORCES (lb) - Maximum Compression/Maximurn Tension TOPCHORD 1-2=0/39, 2-3=-2138/94, 3-4=4 952/76, 4-5=4 406/79, 5-6=-422/63, 6-7=-392/70, 7-8=-370/66, 8-9=-428/47, 9-1 0=-413/34, 10-11 =-434/28, 11-12=-426/14, 12-13=-413/0, 13-14=-420/0, 14-15=-475/0, 15-16=-303/0, 16-17=-370/0, 17-18=-362/0, 18-19-357/0, 19-20=,385/0, 20-21 =0/39 BOTCHORD 2-29�121/1913,28-29=-66/1606,27-28=0/1420,26-27=0/1732,25-26=0/319,24-25=0/319,23-24=0/323, 22-23=01323, 20-22=0/323 WEBS 5-31=-957/81, 30-31=-963183,30-32=-942182, 32-34=-1260/22, 34-35=-1293/25, 35-36=-1299126, 33-36=-1337/33, 33-37=-1429/83,37-38-1465/106,38-39=-14851109,26-39=-1459/111, 7-30=-10/55,8-32=0/125,6-31--16/5,3-29=-213196 ,4-29=0/396,4-28=-476/98, 5-28=0/616,28-32=-253/48,27-32=-3/359, 27-33=-229/133, 9-34-96/23,10-35=-14/4, 11 -36= -103/56,12 -37=-101158,13-38=-51110,14-39=0/66,15-26=-383/78,16-25=0/101, 17-24=-96/32,18-23=-76/39, 19-22=-17/11 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 90mph; h=25ft; TCDL-6.Opsf, BCDL=6.Opsf, Category 11; Exp B; 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. 4) All plates are 1.5x4 MT20 unless otherwise indicated. LOAD CASE(S) Standard FESS/ lJJ 0: C 04643 TXIIV'��M'Mmn October 18,2006 A WARATM - Ver(Ig design pammet� and READ MTZ8 OAr VUS AND WrLUDED AUTEK REPEPENCE PAGE MU -7473 REFORIT USM mailliv* Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an individual building component. EU Applicability of design paromenters 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 responsibillity of the MiTek* 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 ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, Wl 53719. 7777 Gre nback Lane, Suite 109 Citrus 1-1-0191irts, CA, 95610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property N, *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply I . 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 J5 3. Place plates on each face of truss at each _X_ L 0 ot zX1 !A at joint locations. 0 U U U 4. Unless otherwise noted, locate chord splices CL at 1A panel length (± 6'frorn adjacent joint.) For 4 x 2 orientation, locate C8 C7 C6 0 BOTTOM CHORDS unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates 1 /9'from outside edge J I J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use wiffh fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Comber 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 f he Width 4 4 9. Lumber shall be of the species and size, and x perpendicular f o 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 lCBO 3907,4922 provided at spacing shown on design. LATERAL BRACING SBCCI 9667,9'432A 11 . Bottom chords require lateral bracing at 10 1 ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960M -W, 970036-N unless otherwiise 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 TIC 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. engineer. M iT ee k 17\7N] vwQ 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 0 1993 M!Tek@ Holdings, Inc. Job Truss Type Fly uo R23150832 BURTONSHAW-LONGBAR C ON 7-3-14 14-0-0 20-8-2 28-0-0 Job Reference (optional) 17 11 in-qq "nA P... I nomea, -2-0-0 7-3-14 14-0-0 20-8-2 28-0-0 1 30-0-0 1 2-0-0 7-3-14 6-8-2 6-8-2 7-3-14 2-0-0 Scale = 1:51.9 US 5-00 Fl -2 FESS/0 S. - � S, LU C 046 3 ;o EX - C October 18,2006 WARmLw. Ver(& dexign parametem and READ JIMTES ONVUS AND LNrLUDED ZUTMrREYMMYCE PAORMU-7473 REFORLD USE. Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual building component. kpplicability of design poramenters and proper Incorporation of component is responsibility of building designer -not truss designer. Bracing shown �s MiTek* 1 for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding A--. fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component 7777 Greenback Lane, Suits 109 Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. Citrus Heights, CA, 95610 ���l �7 �3.5 �3x�- �g O��� 1 1.5x4 11 5X8 1.5x4 11 7-3-14 14-0-0 20-8-2 28-0-0 7-3-14 6-8-2 6-8-2 7-3-14 _Elate Offsets (XY): L2:0-3-0.0-1-81, r3:0-2-8.0-3-01, [5:0-2-8.0-3-01, [6:0-3-0.0-1-81, [9:0-4-0.0-3-01 LOADING (psf) SPACING 2-0-0 cS1 DEFL in (loc) I/defl L/d PLATES GRIP TCLL 16.0 Plates Increase 1.15 TC 0.29 Vert(LL) -0.07 6-8 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.40 Vert(TL) -0.17 6-8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(TL) 0.06 6 n/a n/a BCDL 10.0 Code UBC/ANS]95 (Matrix) Weight: 119 lb LUMBER BRACING TOPCHORD 2 X 4 DF No.1&Btr TOPCHORD Sheathed or 4-5-13 oc purlins. BOTCHORD 2 X 4 DF No.1 &Btr BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 DF Std REACTIONS (lb/size) 2=1107/0-",6=1107/0-5-8 Max Horz2=-102(load case 6) Max Uplift2-113(load case 5), 6=-1 13(load case 6) FORCES (lb) - Maximum Compression/Maximum Tension TOPCHORD 1 -2=0/39.2 -3=1969/48,3-4=-1350/62,4-5=-1350/62,5-6=-1969/49,6-7=0/39 BOTCHORD 2-10�47/1741,9-10=-49/1736,8-9=0/1736,6-8=0/1741 WEBS 3-10=0/295, 3-9=-6341104.4-9=0/705, 5-9=-634/104,5-8=0/295 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=6.Opsf, BCDL=6.Opsf; Category 11; Exp B; 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 Wth any other live loads. LOAD CASE(S) Standard FESS/0 S. - � S, LU C 046 3 ;o EX - C October 18,2006 WARmLw. Ver(& dexign parametem and READ JIMTES ONVUS AND LNrLUDED ZUTMrREYMMYCE PAORMU-7473 REFORLD USE. Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual building component. kpplicability of design poramenters and proper Incorporation of component is responsibility of building designer -not truss designer. Bracing shown �s MiTek* 1 for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding A--. fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component 7777 Greenback Lane, Suits 109 Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. Citrus Heights, CA, 95610 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury 3/; Center plate on joint unless dimensions indicate otherwise. 1. Provide copies of this truss design to the Dimensions are in inches. Apply building designer, erection supervisor, property plates to both sides of truss and owner and all other interested parties. securely seat. J2 J3 J4 2. Cut members to bear tightly against each 1 Y TOP CHORDS C3 other. C2 J 5 3. Place plates on each face of truss at each - - ---- a /,*,I f joint and embed fully. Avoid knots and wane t7 F_`_1 Of 5 0 0 _U 5 0� 0 atjoint locations. L X U A 4. Unless otherwise noted, locate chord splices CL U at 14 panel length (± 6'from adjacent joint.) R 4 C6 C8 C7 5. Unless otherwise noted, moisture content of For 4 x 2 orientation, locate BOTTOM CHORDS lumber shall not exceed 19% at time of fabrication. plates 1 /8'from outside edge A 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 is the responsibility of truss fabricator. General connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT 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 Vidth 4 x 4 perpendicular to slots. Second 9. Lumber shall be of the species and size, and 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 SBCCI 9667,9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required continuous lateral bracing. WlSC/DILHR 960022-W, 970036-N NER 561 unless otherwise noted. 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 wig 14. Do not cut or alter truss member or plate Without prior approval of a professional which be ariings (supports) occur. engineer. Mi '1k@ 1777\1 V\(Vlq 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 019 93 MI rek@ Holdings, Inc. _TSS russ ___7 rilas ype russ, ype CRY y 00 BAR CGE FINK TCLL 16.0 =J',Ob R23150833 E.d..-r H.- f)-- Vert(LL) 0.03 27-28 >999 240 Reference (optional) it VV0 rage I -2-0-0 4-9-14 9-0-0 13-2-2 4-M 28-M 30-0-0 2-04) 4-9-14 4-2-2 4-2-2 0-9-14 14-0-0 2-0-0 Scale = 1:51.9 5-00 F1_2 4X4 8 3X4 5X5 Sx8 6-2-10 1 11-9-6 2M-0 6-2-10 5-6-13 16-2-10 -- - - - - - -- -- - - - - sit LOADING (psQ SPACING 2-M CS1 DEFIL in (loc) I/defl Ud PLATES GRIP TCLL 16.0 Plates Increase 1.15 TC 0.23 Vert(LL) 0.03 27-28 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.28 Vert(TL) -0.08 2-28 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.25 Horz(TL) 0.02 18 n/a n/a BCDL 10.0 Code UBC/ANS195 (Matrix) Weight: 162 lb LUMBER BRACING I QPCHORD 2 X 4 DF No.l&Btr TOPCHORD Sheathed or 5-9-13 oc pudins. BOTCHORD 2 X 4 DF No.I&Btr BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 DF Std JOINTS I Brace at Jt(s): 29, 34 REACTIONS (lb/size) 2=787/0 -M,26=765/10 -5 -8,25= -103/10 -5-8,24=134/10-5-8,23=90/10-5-8,22=92/10-5-8,21=118/10-5-8, 20=44/10-5-8,18=294/10-5-8 Max Horz2=-102(load case 6) Max Uplift2-114(load case 5),25=-152(load case 2), 24=-4(load case 6),23=-21 (load case 6),22=-9(load c I ase 6), 21 =-41 (load case 6), 18=-84(load case 6) Max Gra v2=787(load case 1), 26=765(load case 1), 24=1 34(load case 1), 23=91 (load case 8), 22=92(load case 1), 21 =1 18(load case 1), 20=82(load case 2), 18=294(load case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOPCHORD 1-2=0/39, 2-3=-1 282/65, 34=1 144/66, 4-5=.203/71, 5-6=1 77/75, 6-7=-1 63/85, 7-8=-1 60/92, 8-9-159/84, 9-1 0=1 71173, 10-11 =-205/63, 11-12=-1 38/34,112-13�11 72/18, 113-114=1 68/5,114-15=11 68/0, 15-116=4 68/0, 16-17=-1 63/0, 17-118=1 90/0, 18-19=0/39 BOTCHORD 2-28=-81/1129,27-28�38/818,26-27=-30/1006,25-26=0/143, 24-25=0/143,23-24=0/143, 22-23=0/143, 21-22=0/143, 20-21 =0/1 43, 18-20=0/1 46 WEBS 4-35=-866/70, 34 -35= -863/67,31 -34=-876/73,31-32=-899/83,29-32=-921/92,29-30=-924/93, 30-33=.936/94, 26-33=-931/95,8-29=-19/26,9-30�34/13,7-31=-60/27,3-28=-191/85,27-32�90/37,4-28=0/378,4-27=0/269,10-33=0115, 11 -26= -233/56,12 -25=0/29,13 -24= -80/33,14 -23=-70/33,15-22=-67/30,16-21=-79/41,17-20=-49/15,6-34=-36/17, 5-35=-10/11 NOTES 1) Unbalanced roof live loads have been considered for this design. 1??a,0FESS/ 2) Wind: ASCE 7-98; 90mph: h=25ft; TCDL=6.Opsf, BCDL=6.Opsf; Category 11; Exp B; 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. S. 4*1 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) All plates are 1.5x4 MT20 unless otherwise indicated. LU M LOAD CASE(S) Standard C 046 ;D E _07 October 18,2006 WARNZBG - Ver(& design parameters and RE4D ROTES ON THIS AND ZNCLUDED IUTBK REVEREAW PAGE MU -7473 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. Applicolollity of design paromenters and proper incorporation of component is responsibility of building designer -not truss des ner. Bracing shown iresponsibillity is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the of the We 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 ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component Safety Information available from Truss Plate Institute, 583 D'Onotrio Drive, Madison, WI 53719. �x . ....... 7777 Greenback Lane, Suits 109 Citrus Heights, CA, 95610 Symbols PLATE LOCATION AND ORIENTATION *Center plate on joint unless N' dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. PLATE SIZE ,t -or 4XZ oriental ion, locale plates 1 /9' from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates. The first dimension is the width 4 x 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. Numbering System J2 J3 J4 TOP CHORDS 0 U CL 0 J I J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT CONNECTOR PLATE CODE APPROVALS BOCA 96-31, 96-67 ICBO 3907,4922 SBCCI 9667,9432A WISC/DILHR 960022-W, 970036-N NER 561 ,& General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane 0 at joint locations. W 0 4. Unless otherwise noted, locate chord splices U at 1/4 panel length (± 6'from adjacent joint.) a_ 0 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. MiTek Engineering Reference Sheet: Mll-7473 6, unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 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. 14. Do not cut or alter truss member or plate Without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. a 1993 MIITek@ Holdings, Inc. 0 Fuss russ ype y y 0 1 BURTONSHAVv_LONGBAR D COMMON 3 R23150834 Endeavor Homes, Oroville, Ca., attW!Ison 77�Job Reference (ot,.r,.Il 6.200 a Jul 13 2005 LORMS tries, Inc. TUe Oct 17 11:18:33 2006 Page I -2-0-0 4-9-14 9-0-0 13-2-2 18-" 20-0-0 2-0-0 4-9-14 4-2-2 4-2-2 4-9-14 2-0-0 - Scale 1:35.7 4x4 4 OX0 — 3X4 6-2-10 11-9-6 B -M 6-2-10 5-6-13 6-2-10 Plate Offsets (X.Y): [2:0-1.2,0-0-21, [6:0-1-2.0-0 40ADING (pso TCLL 16.0 SPACING 2-0-0 Plates Increase 1.15 CS1 TC DEFL in (loc) I/defl Ud PLATES GRIP TCDL 10.0 Lumber Increase 1.15 0.22 BC 0.23 Vert(LL) -0.03 Vert(TL) -0.07 6-8 >999 240 6-8 >999 180 MT20 220/195 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(TL) 0.02 6 We n/a BCDL 10.0 Code UBC/ANS195 (Matrix) Weight: 75 lb LUMBER BRACING TOP CHORD r 2 X 4 DF No.l&Btr TOPCHORD Sheathed or 6-0-0 oc purlins. BOTCHORD 2 X 4 DF No.I&Btr BOTCHORD WEBS Rigid ceiling directly applied or 10-0-0 oc bracing, 2 X 4 DF Sid REACTIONS (lb/size) 2=747/0-5-8, 6=747/0-5-8 Max Horz2=75(load case 5) Max UplffQ=-100(load case 5), 6=-100(load case 6) OORCES (lb) - Maximum Compression/Maximum Tension TOPCHORD 1-2=0/39,2-3�1158/23,3-4-1021/23.4-5=-1021/23,5-6=-1158124,6-7=0/39 BOTCHORD 2-9=-15/1013,8-9=0/712.6-8=0/1013 WEBS 3-9=-1 96/89. 4-9=0/367, 4-8=0/367, 5-8=-1 96/89 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=6.Opsf, BCDL=6.0psf: Category 11; Exp B; 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. LOAD CASE(S) Standard 01ES 4 S /0 rIA1, October 18,2006 A WAMNO - VerVy designpammebms and RFAD AWES ON TM AM ZnCUMED WTZK JWFJZERM PAGE AM -7473 BBJrORE US& PMR-* Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and is for an individual building component. Al"d Applicability of design paromenters 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 responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding MiTek fabrication, quality control, storage, delivery, erection and bracing, consult ANSf/TPII Quality Criteria, DSB-89 and BCSII Building Component Safety Information available from Truss Plate Institute, 583 D'Onofflo Drive, Madison, W1 53719. 7777 Greenback Lane, Suite log Citrus Heights, CA, 95610 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property *Center plate on joint unless Darnage or Personal Injury dimensions indicate otherWise. Dimensions are in inches. Apply I . Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property Q;� \__� securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each TOP CHORDS other. C2 C3 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane a 0 oe ALNJ5 at joint locations. X 0 U X: U 4. Unless otherwise noted, locate chord splices CL O_ at 1A panel length (± 6'from adjacent joint.) For 4 x 2 orientation, locate I ca C7 C6 BOTTOM CHORDS 5. Unless otherWise noted, moisture content of plates I fffrom outside edge J8 J7 J6 lumber shall not exceed 19% at time of fabrication. 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. PLATE SIZE WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions 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 9667,9'432A 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 BEARING stacks of construction materials. Indicates location of joints at pill 14. Do not cut or alter truss member or plate Without prior approval of a professional which be arings (supports) occur. I engineer. M iTe- W I V\/\] 15. Care should be exercised in handling, erection and installation of trusses. MiTelk Engineering Reference Sheet: Mll-7473 0 1993 Mi'Tek@ Holdings, Inc. Job Truss Truss Type 2-0-0 Ply TCLL 16.0 n/r Plates Increase 1.15 TC 0.20 TCDL 10.0 R23150835 BURTON SHAW-LONGBAR DGE I GABLE I IQ I I I Rep Stress Incr NO WB 0.02 BCDL 10.0 Code UBC/ANS195 _ional) Job Reference (opt -2-0-0 i 9-" i 18-0-0 20-0-0 2-0-0 9-M 9-0-0 2-M Scale = 1:35.7 4X4 -- W 8 4x4 -- 3X4 = LOADING (pso in (loc) SPACING 2-0-0 CS1 TCLL 16.0 n/r Plates Increase 1.15 TC 0.20 TCDL 10.0 120 Lumber Increase 1.15 BC 0.09 BCLL 0.0 Rep Stress Incr NO WB 0.02 BCDL 10.0 Code UBC/ANS195 (Matrix) LUMBER TOPCHORD 2X4DFNo.l&Btr BOTCHORD 2X4DFNo.l&Btr WEBS 2X4DFStd OTHERS 2X4DFStd 18-0-0 DEFL in (loc) I/defl Ud Vert(LL) -0.02 16 n/r 120 Vert(TL) -0.03 16 n/r 120 Horz(TL) 0.00 15 n/a n/a PLATES GRIP MT20 220/195 Weight: 90 lb BRACING TOPCHORD Sheathed or 6-0-0 oc, purlins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=237118 -0 -0,23=111/18 -0 -0,22=24/18 -0-0,28=109/18-0-0,26=96/18-0-0,25=93/18-0-0,24=108/18-0-0, 21=76/18-0-0,20=100/18-0-0,19=91/18-0-0,18=1 16/18-0-0,15=233118-0-0,17=49/18-G-0, 30=60/18-0-0 Max Horz2=75(load case 5) Max Uplift2-90(load case 5),26=-40(load case 5),25=-10(load case 5),24=-21(load case 5), 21=-13(load case 6), . 11 20�19(load case 6),19=-10(load case 6),18=-41(load case 6),15�112(load case 6) Max GrAv2=237(load easel). 23=1 11 (load easel), 22=47(load case 2),28=1 30(load case 2), 26=96(load case 7), 25=93(load case 1), 24=1 09(load case 7), 21 =78(load case 8), 20=1 00(load case 8), 1 9=91 (load case 1), 18=116(load case 8),15=233(load case 1), 17=85(load case 2), 30=60(load case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOPCHORD 1 -2=0/39,2 -3= -42/45,3 -4= -21/57,4-5=-19/67,5-6=-18/78,6-7=-22/90,7-8=-30/25.8-9=-29/23, 9-10=14/84, 10-11=20170, 11-12=-19/50,12-13=-19/33,13-14=-14/17,14-15=-37/8,15-16=0/39 BOTCHORD 2-28=0/60, 27-28=0/60, 26-27=0/60, 25-26=0/60, 24-25=0/60, 23-24=0/60, 22-23=0/60, 21-22=0/60, 20-21 =0/60, 19-20=0/60 , 18-19=0/60, 17-18=0/60, 15-17=0/60 WEBS 23-29=-79/10, 7-29=-79/10, 22-30=0/0, 9-30=-60/0, 3-28=-90/27, 4-26=-64/37, 5-25=-68/31, 6-24=-79/37, 10-21 =-57/26, 11 -20=-72/35,12-19=-68/30,13-18=76/41, 14-17=-54/15, 7-9=0/65, 29-30=0/1 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=6.Opsf; BCDL=6.Opsf, Category 11; Exp B; enclosed; MWFRS gable end zone; cantilever left and eight 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 Standard Industry Gabl End Details as applicable, or consult qualified building designer as per ANSI/TPI 1-2002. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent Wth any other live loads. 5) All plates are 1.5x4 MT20 unless otherMse indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc. 8) Bearing at joint(s) 30 considers parallel to grain value using ANSI/TPI I angle to grain formula. Building designer should verify capacity bearing surface. LOAD CASE(S) Standard FESSI S. 01 LU 10� C 433 SO , *\ W J4447 /*,, ; ii October 18,2006 wARmRG. Vert& design paramet� and READ AOTES ON TJZFS AND JNCLUDED JUTFX REFERENCE PAGE IW -7473 BEFORE UM Design valid for use onlywith Mffek connectors. This design is based only upon parameters shown, and is foran individual building component. Applicability of design poramenters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown MiTek* Is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding - - --w fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCS11 Building Component 7777 Greenback Lane, Suite 109 Safety Information available from Truss Plate institute, 583 D'Onofdo Drive, Madison, W1 53719. Citrus Heights, CA, 95610 Symbols Numbering System & General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3 " *Center plate on joint unless 74 Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply I . 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 J5 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane 0!: 0 at joint locations. 0 U = O_ U U 4. Unless otherwise noted, locate chord splices CL at % panel length (± 6'from adjacent joint.) For 4 x 2 orientation, locate t C8 C7 C' 0 BOTTOM CHORDS 5. U, dess otherwise noted, moisture content of plates I /9'from outside edge ii J8 J7 J6 lumber shall not exceed 19% at time of fabrication. of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use With fire retardant or *This symbol indicates the preservative treated lumber. 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. PLATE SIZE WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 x 4 perpendicular to slots. Second 9. Lumber shall be of the species and size, and dimension is the length parallel CONNECTOR PLATE CODE APPROVALS in all respects, equal to or better than the 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 960M -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 BEARING stocks of construction materials. Indicates location of joints at PIER 14. Do not cut or alter truss member or plate without prior approval of a professional which be . arlings (supports) occur. W&W engineer. CR) M ilb k V\/\] 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: M11-7473 @ 1993 Mrrek@ Holdings, Inc. 15 -2-9-15 4-9-1 84-5 2-9-15 4-6-1 3-7-4 da1v 1:18.6 5 A LOADING (psf) Truss Truss Type ty Q'F—�l y 1 00 BAR HC MONO TRUSS 2 1 R231508 36; �Job RA- MT20 220/195 TCDL 10.0 Lumber Increase 1.15 Reference (optional) -2-9-15 4-9-1 84-5 2-9-15 4-6-1 3-7-4 da1v 1:18.6 5 A LOADING (psf) SPACING 2-0-0 CS1 DEFL in (loc) I/defi L/d PLATES GRIP TCLL 16.0 Plates Increase 1.15 TC 0.46 Vert(LL) -0.01 2-7 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.19 Vert(TL) -0.03 2-7 >999 180 Citrus Heights, CA, 95610 BCLL 0.0 Rep Stress Incr NO WB 0.11 Horz(TL) 0.00 6 n/a n/a BCDL 10.0 Code UBC/ANS195 (Matrix) Weight: 36 lb LUMBER BRACING TOPCHORD 2X4DFNo.l&Btr TOPCHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOTCHORD 2X4DFNo.l&Btr BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4DFStd REACTIONS (lb/size) 6=294/Mechanical,2=486/04-15 Max Horz2=94(load case 4) Max Upliffi=-12(load case 4),2�1118(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOPCHORD 1-2=0/40.2-8=-472/0, 3-8=-438/0, 3-9=-31/16,4-9�29/18,4-5=-2/0,4-6=-88/40 BOTCHORD 12-1 0=-1 6/417, 7-1 0=-1 6/417, 7-11-16/417, 6-11 =-I 6/417 WEBS 3-7=0/247, 3-6=-455/1 NOTES 1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=6.Opsf, BCDL=6.0psf: Category 11; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=11.33 plate grip DOL=1.33, 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 9 lb down and 16 lb up at 5-7-7, 9 lb down and 16 lb up at 5-7-7, and 14 lb down at 2-9-8, and 14 lb down at 2-9-8 on top chord, and 3 lb up at 2-9-8, 3 lb up at 2-9-8, and 34 lb down at 5-7-7, and 34 lb down at 5-7-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 5) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular Lumber Increase=1.15, Plate lncrease=1.15 FESS/ Uniform Loads (pIQ Vert: 1-4�52,4-5=20, 2-6=20 S. Concentrated Loads (lb) Vert: 9=-18(F=-9, B=-9) 10=3(F=l, B=1) 1 1=-34(F=-17, B=-17) LU C 046 3 rn. EX - 7 OF October 18,2006 WARAMNO - VerVy design paranteters and JIZAD MTES ON TMS "M IMUMOD WTXK JMPZRRWZ PAGE MU -7473 BEFORE USE. son Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is respon sillity 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 responsibillity of the MiTe erector. Additional permanent bracing of the overall structure Is the responsibility of the building de igner. 0 For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSIjTPl1 Quality Criteria, DSB-89 and BCS11 Building Component 7777 Gre nback Lane, Suite 109 Safety Information available from Truss Plate Institute, 583 D'Onoffio Drive, Madison, W1 53719. Citrus Heights, CA, 95610 Symbols Numbering System & General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury 31�' *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply 1. ProAde 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 TOP CHORDS other. C2 C3 J5 3. Place plates on each face of truss at each 0 joint and embed fully. Avoid knots and wane W a 0 Qc at joint locations. M: 0 U = U 0 4. Unless otherWise noted, locate chord splices a_ CL at 1/4 panel length (± 6" from adjacent joint.) For 4 x 2 orientation, locate C8 C7 C6 0 BOTTOM CHORDS 5. U, dess otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates 1 /8"from outside edge J I 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 9. Lumber shall be of the species and size, and 4 x 4 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 BRACING 11. Bottom chords require lateral bracing at 10 LATERAL SBCCI 9667,9432A 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 ON 14. Do not cut or alter truss member or plate Indicates location of joints at WNE Without prior approval of a professional which bearings (supports) occur. MIA W, engineer. V\/\j -vwq 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 0 1993 PF.!Tek@ Holdings, Inc. Job Truss Truss Type Ply R23150837 BURTONSHAW-LONGBAR HC2 MONO TRUSS 4 1100 Job Reference a ptio nal) tnaeavor mornes, vroviiiu, —, m"LL -1-1; - - 1.6x4 11 -2-M 1-10-15 T 2-0-0 1-10-15 Scale = 1:8.9 E LOADING (pso SPACING 2-0-0 CS11 DEFL in (loc) I/clefi Ud PLATES GRIP TCLL 16.0 Plates Increase 1.15 TC 0.18 Vert(LL) -0.00 2 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.02 Vert(TL) -0.00 2 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 4 n1a n/a Weight: 9 lb BCDL 10.0 Code UBC/ANS195 (Matrix) LUMBER BRACING TOPCHORD 2 X 4 DF No.l&Btr TOPCHORD Sheathed or 1-10-15 oc purlins, except end verticals. BOTCHORD 2 X 4 DF No.I&Btr BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 DF Std REACTIONS (lb/size) 2=230/0-3-8, 4=1 /Mechanical Max Horz2=46(load case 5) Max UpIWQ=-1 12(load case 5) Max Grav2=230(load case 1), 4=37(load case 5) FORCES (lb) - Maximum Compression/Maximum Tension TOPCHORD 11-2=0/39,2-31=43/115,31-4-261116 SOT CHORD 2-4=-5/6 NOTES 1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=6.Opsf, BCDL--6.Opsf; Category 11; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=11.33 plate grip DOL=1.33. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. LOAD CASE(S) Standard )FESS/I S. W 'n C 046 3 EX - 7 Tir OF October 18,2006 ,& WARNrM. Ver(& design paranurters, and READ MTES ON TMS AND MMVDED JUTEK REFZREJWZ PAGE MZF-7473 BEFORE USE. Willi Design valid for use only with MiTek connectom This design is based only upon parameters shown, and is for an individual building component. Applicability of design paromenters 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 responsibillity of the MiTek 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 ANSI/TPII Quality Criteria, DSB-89 and BCS11 Building Component 7777 Greenback Lane, Suite 109 Safety information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. Citrus Heights, CA, 95610 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 N, dimensions indicate otherwise. I . Provide copies of this truss design to the Dimensions are in inches. Apply building designer, erection supervisor, property plates to both sides of truss and owner and all other interested parties. securely seat. J2 J3 J4 2. Cut members to bear tightly against each TOP CHORDS other. C2 C3 N 5 3. Place plates on eac h face of truss at each joint and embed fully. Avoid knots and wane N01 0 0 at joint locations. U 4. Unless otherwise noted, locate chord splices CL U at 1/4panel length (± 6'from adjacent joint.) C8 C7 C6 0 5. Unless otherwise noted, moisture content of For 4 x 2 orientation, locate BOTTOM CHORDS lumber shall not exceed 19% at time of fabrication. plates I /9'from outside edge J I 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 is the responsibility of truss fabricator. General connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT 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 x 4 perpendicular to slots. Second 9. Lumber shall be of the species and size, and 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 SBCC1 9667,9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. Indicates location of required continuous lateral bracing. WISC/DILHR 960022-W, 970036-N 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 will 14. Do not cut or alter truss member or plate without p6or approval of a professional which be arings (supports) occur. 4e�� engineer. "r"_ Mi I ek ®r" 17\7\1 15. Care should be exercised in handling, erection and installation of trusses. M!Tek Engineering Reference Sheet: MIX -7473 1993 1111111111ek6i Holdings, Inc. T Job 1 russ Truss a CVy ply 0 0 PLATES GRIP jHC4 Plates Increase 1.15 TC 0.20 Vert(LL) -0.01 BURTONSHAW—LONGBAR MT20 220/195 MONO TRUSS 4 1.15 1 Vert(TL) -0.02 2-4 >999 180 Citrus Heights, CA, 95610 BCLL 0.0 Rep Stress Incr Job Reference (optional) -2-0-0 3-10-15 11.5A 2-0-0 3-10-15 3 Scale = 1:12.7 LOADING (psf) SPACING 2-0-0 CS1 DEFL in (loc) I/defi Ud PLATES GRIP TCLL 16.0 Plates Increase 1.15 TC 0.20 Vert(LL) -0.01 2-4 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.10 Vert(TL) -0.02 2-4 >999 180 Citrus Heights, CA, 95610 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code UBC/ANS195 (Matrix) Weight: 16 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.I&Btr TOPCHORD Sheathed or 3-10-15 oc pudins, except end verficals. BOTCHORD 2X4DFNo.I&Btr BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS . 2X4DFStd REACTIONS (lb/size) 2=275/0-3-8,4=97/Mechanical Max Horz2=66(load case 4) Max UpIlft2=-98(load case 5), 4�11 (load case 4) FORCES (lb) - Maximum Compression/Maximum Tension TOPCHORD 11-2=0/39,2-3�51/17,3-4=-61/23 BOTCHORD 2-4=10/13 NOTES 1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=6.Opsf, BCDL=6.Opsf, Category 11; Exp B; 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. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. LOAD CASE(S) Standard October 18,2006 A WAPIVIIHO - VerVy design jparamet� and READ MOTES ON TWS AM ]NICLUDED IMEK REFERERCE PAGE MZF-7473 BEFORE USE. Design valid for use onlywith Mirek connectors. This design is based only upon parameters shown, and is foran Individual building component. Applicability of design poramenters 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 responsibillity of the We 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 ANSI/TPIl Quality Criteria, OSB -89 and 8CSI1 Building Component 7777 Greenback Lane, Suits 109 Safety Information avallable from Truss Plate institute, 583 D'Onofrio Drive, Madison, WI 53719. Citrus Heights, CA, 95610 Symbols Numbering System & General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury 3/; *Center plate on joint unless dimensions indicate otherwise. I . Provide copies of this truss design to the Dimensions are in inches. Apply building designer, erection supervisor, property plates to both sides of truss and owner and all other interested parties. securely seat. J2 J3 J4 2. Cut members to bear tightly against each TOP CHORDS other. C2 C3 C' 5 5 3. Place plates on each face of t russ at each joint and embed fully. Avoid knots and wane 0 0 W LN1 at joint locations. 0 U = 4. Unless otherwise noted, locate chord splices U U CL at 14 panel length (± 6" from adjacent joint.) C8 C-7 C6 BOTTOM CHORDS 5. Unless otherwise noted, moisture content of For 4 x 2 orientation, locate lumber shall not exceed 19% at time of fabrication. plates I /9'from outside edge A 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 is the responsibility of truss fabricator. General connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT 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 in all respects, equal to or better than the x perpendicular to slots. Second 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 SBCCI 9667,9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required continuous lateral bracing. WISC/DILHR 960022-W, 970036-N NER 561 unless otherwise noted. 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 materiials. BEARING Indicates location of joints at a 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. MUL W, engineer. Mi 1ek@ v 15. Care should be exercised In handling, erection and installation of trusses, MiTek Engineering Reference Sheet: 141111-7473 0 1993 M1Tek@ HoWngs, Inc. i � � 6' 0 �r �No House �-�-2,010 sq. ft. - porches 565 sq. ft. Brace Panels Floor - conc?��ilth hardwood flooring in living, dining, sewing and bedrooms - tile in remaining rooms 1/2" gypsum board nailed @ 7" oc over Ceiling height = 8' - exterior walls - Hardi Lap - interior walls textured sheetrock AS studs @ 24" oc Windows - white vinyl, Low E glazing Exterior doors - front entry = fiberglass with sidelites - utility room = metal clad 6 paniel - dining room = fiberglass half lite A 3/811 OSB nailed w/8d @ 12" Interior doors & trim - hollow core, paint grade field - 6" edges over studs @ 24" oc Cabinets painted, Corian countertops in kitchen - formica in laundry A3/8" OSB nailed w/8d @ 12" Kitchen sink single compartment integrated into counter - fixtures chrome single lever. Ice maker in referigerator field - 6" edges over studs @ 24" oc Bathrooms - pedestal lavatories with double handle faucets - chrome & white "old fashiloned" w/2 - PHD2-SDS3 & 2 - 1/2x1O AB Master bathroom shower =- Marblecraft pan & enclosure - Tub = claw foot type Guest bath = cast iron or acrylic tub with Marblecraft enclosure Natural gas water heater, range, furnace 74' A A A A 28' 13' k 15, 12' 4 41 3050 SSH 811 4; 1 - 3 3050 SH 00 - - - - -- 1 3050 SH ternpe�red 2 - 3050 SH -- - - - - - - - - - 2 - 3050 SH 61 --77:= - - - - - - - - - - 8 - ood 10) A Stove - - - -------- 3- A OF 1: 7 7 -- [�jPPI�OVE6_ iiii nq R-6dit b 0 41 utte county 4050 SH 40 0 ro Ln r 0 ..... .. .... :1-7 .7- Cqsi turei S.. .e. 31 . ..... -Odi ; h ---I -OD a= -Z Z Z Z -Z -ZI: I Z- Z -Z A a r woo .......... d7=' 0( ri --d -1: 1 DW 0 77-1 0 ------- C� C� 0 1 0� ------ f6dhi-I)Ose 00 f6cim---cl Z": 4- 1-1 4 H -4 -1-- 1 4- 1-1 4 1 ............ 00 i T 1-1 7 f-1 -T T- 1-1 T 1-17 F I Ref. 0 0 4 4- 1-1 W -4 4-1-14 1-1 "A r- I t- 1 -1 T 1-1 N ---- ----- -M aster -1- le roo T u I Ll I Ll I 11-1 [1-1 .--1 o 6 8'-' Y loseL-7 7-7 ---1 -,=-77 Pantr il F -i -4 1 ---1 1 r i -T -I- 1 -1 1- I -Room I T Ka I I Tc I oset 17 F i 1 17 T Fi T r -i -T T- i-1 T 1-1 4 1-- 1 -1 j -1,, 1 1 1 1 1 1 1 1 1-1 1-1 4- 1-1 -4- �-1 -4 4- 1-4 4- S'x16" Bar 1--1 7 F-1 7 T- 1-1 T 1-i height -I- ��-Ol5ehihq' J- 1 4- - - -- - - - - - - - 0 4 1-1 �-1 -4 L I -J J_ Ln . ....... ...... 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F r I in 1 11 F -T 7 '� � P6 M -1 1- 1--) W 00 ,rawn by rian Burtenshaw /2-1/:zoo6 age 1 of 6 (U M rn ro C: > ro 0 ro 0 rV ro ro rn C: ro 0 0 0 rq 0 "VOO' 0, " ,rawn by rian Burtenshaw /2-1/:zoo6 age 1 of 6 0 0 L 0- �I 1 m4 4� Ir" 1 �p M i r"rl M Q 1 ro CU 06 0 L11 m p r4 � r L. rp V 4— V) V CJ1 rp cV O. • -- 4-J 4� O p N — 1( 6 e .t Drawn by Brian Burtenshaw 6/a1/zoo6 Page6of6 -6 rr L - CU 0 -i 415' Lot 5 AP # 33-36-41 a krden Level Area Z4 -A C', C11 Cz z LU Ca 0 Existing Driveway P f-mmsoto rminty Fire Owners Dalan & Jean Drane 3040 Clemo Ave. Oroville CA 533-3985 Proposed 1000 Gal septic - 3 drywells XID XC:E Pr-oposed Hc)use 2010 sq. ft. 01 new in SRA aio_ required to havc re structure FU!,� enclosed noncombustli* eaves on enti Gutter screens to prevent accunvilatiOn Of leavesIdebris Camion resistant, noncombustg*, 114, naximm open!ng root and attic vents 1(;4 tl: act 1!41 of rbad -/ 1,501 Existing septic & N) ci drywells U) 0 Existing 24x26 Garage Le,vel Area IOL 0 0 Cz Cz -0 < PRC 4290 REOUIREMENTS The atta(ched Fire Safe Requirements Must be� completed as specified and approvetd by California Division of Forestryr 0 - IL rom center CI) Cz 3: Cz A Drawn by Brian Burtenshaw 6/21/2oo6 Page 6 of 6 r" 'k-0 W ro < L. r) tj ro (U 0 > 0 C: L- Lr) ro 0 N ro r 000, ro rn ro C- 0 J 0 0 rq O�, Drawn by Brian Burtenshaw 6/21/2oo6 Page 6 of 6 -z - cc co CF) C 0 1 415' Lot 5 AP # 33-36-41 a k ent Level Area Cq C\j E E tM H3 z W Ca 0 (L PLANNING DIVISION - BUILDING PLAN APPROVAL N BE: UL U - <K') ;k, I Date: Parldng:- Landscaping: Other 01 Signatum J=Lk� I V Proposed El . 0- 1000 Gal septic - 3 drywells 0 Prioposed HcDuse 200 0 sq. ft. C C 0 L- 101 - E i 40' th ack rorn center of r bad .50, Existing septic & dry wells In 0 0 Existing 24x26 Garage 6 W el Are .OL 0 -C 0 Q) 0 ca Cz Cz C) Existing Driveway 42 --ui MENTS The attac1hed Fire Safe Requirements nust be c�,ompleted as specified and �,pproved - by California Division of rorestr y -- Thi meet t, delines CDF/Butte County Fire PRC4290 This project is required to meet the AH new buildings in SRA are required to have: Fully enclosed � n=oftustible eaves on entire structure same practical effect guidelines Gutter screens to prevent aCCunlulation of leaves/debris; Corrosion resistant, noncombustible, ile, rnaximm open4 owners Dalan & Jean Drane outlined in the attached PRC4290 roof and affic vents 3040 Clerno Ave. Oroville CA Requirements. 533-3985 - ----------------------- Drawn by Brian Burtenshaw 6/2.1/.2oo6 Paqe 6 of 6 :�� - I M M ro < < ro 0) (3) c6 > 0 C: 1. Ln ro 0 N ro CU 0 co C: 0) 0 J tA 0 4-J 0 N 0." 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