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079-380-011
0 i a James F. Cusick Cfl��k` p � ` 5187 Wyandotte-MinersAhnh d.,Oro. �.- —Oi'Permit # 7 1-76P,E(gi) j .=EIEC. a® GAS SUPPORT STRUCTURE REQ. 14,C) j COMPACTION 'TEST• Permit #2712-76MHI Issued - PERMIT#97-0811 TURNER, Nancy 1.71 Breeze Hollow Ln., Oroville Ex MH on Perm Fnd (336 1 00-31AG 171 BREEZE HOLLOW LN, OROVILLR AC'RTCULTURAL EXEMPTION PFRMTT STUART TURNER TURNER, STUART r�41 6 WW L�OVILLE 171 BREEZE HOLLO , NEW SINGLE FAMILY 036 240.01. 02-3338 TURNER; STUART & NANCY' INAL 171 BREEZE HOLLOW, OROVILL CONT: TIM WELCH DEMO PERM. FND. 03�4&�1-1 05-0548 TURNER, STUART 171 BREEZE HOLLOW LN, ORO ILL Cont: WHAT CHEER CO REPLACE 200 MAIN BREAK3�� F i I i a James F. Cusick Cfl��k` p � ` 5187 Wyandotte-MinersAhnh d.,Oro. �.- —Oi'Permit # 7 1-76P,E(gi) j .=EIEC. a® GAS SUPPORT STRUCTURE REQ. 14,C) j COMPACTION 'TEST• Permit #2712-76MHI Issued - PERMIT#97-0811 TURNER, Nancy 1.71 Breeze Hollow Ln., Oroville Ex MH on Perm Fnd (336 1 00-31AG 171 BREEZE HOLLOW LN, OROVILLR AC'RTCULTURAL EXEMPTION PFRMTT STUART TURNER TURNER, STUART r�41 6 WW L�OVILLE 171 BREEZE HOLLO , NEW SINGLE FAMILY 036 240.01. 02-3338 TURNER; STUART & NANCY' INAL 171 BREEZE HOLLOW, OROVILL CONT: TIM WELCH DEMO PERM. FND. 03�4&�1-1 05-0548 TURNER, STUART 171 BREEZE HOLLOW LN, ORO ILL Cont: WHAT CHEER CO REPLACE 200 MAIN BREAK3�� NOTES RESIDENTIAL 036-240-011 ,_ _ —05--0548 PERMIT NOS TURNER, STUART _ 171 BREEZE HOLLOW LN, OROVILLE Cont: WHAT CHEER CO REPLACE 200 MAIN BREAKER SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER DETACH FOR SERVING UTILITY / Address -17/ ee%L �.� GAS Meter By Date ELECTRIC Meter By Date j JOB FINALED (Date) Signature '' CHECKED BY .t J=OK 0 = Not OK . = NotReadyable DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Elec.; Receptacles and Lighting, Distance-GFI 1. Zoning Requirements -Setbacks -Easements 6. 2. Soils; Special MH Support Sketch Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 3. Sewer; Location -Test -Fall -C/O -Concrete 9. 4. Water; Location -Test -Easement Needed (Sketch) Plumb.; Cir. Test -Water Supply Test 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 12. 6. Gas; Location -Test-Wrap;-/ P' L -ft. / P Nat. or/ /" L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date 12. Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Card B-1 Date Card B-1 1. Zoning Requirements -Setbacks -Easements Card B-1 Date Card B-1 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 3. 1. Zoning Requirements -Setbacks -Easements Elec.; Receptacles and Lighting, Distance-GFI 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 6. 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 9. 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures Plumb.; Cir. Test -Water Supply Test 6. Carports; Windows -Doors 12. 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-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 Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 . Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel- Bloc kouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Date Date Card B-1 Date Card B-1 Date 64. Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Smoke Detector 17. Water Htr.; Vent -Access -Combustion Air Baffle Furnace Vents -clearance -Comb, Air -Connector- ' In Garage; Above Floor-Ducts-Mech. Protection 18. Water Pipe; Test & Anchor -Nail Protection Bedroom Exiting 19. D.W.V.; Test Fittings & Anchor -Nail Protection G.F.I. & Bath Fixtures & Tub Access -Spa 20. Shower Pan; Test, First Floor -Tub Access Elec. Trim & Subpanel, Breaker Sizes & Labels 21. Test Tub & Shower, Second Floor -Tub Access Stairs & Rails 22. Gas Pipe; Sixe & Anchors Fireplace or Stove, Clearance -Hearth 23. Fire Sprinkler; Test Elec. Outlets at Wood Panel, Int. & Ext. 73. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 76. 24. Fixture & Transformer Clearance -Ins. Protection 77. 25. Elec. Receptacles Spacing -Lights & Switches at Doors 78. 26. Size Boxes & No. of Conductors Stapled 79. 27. Romex Installed Close to Edge of Studs & C.J. 80. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 81. 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 82. 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral O Yes O No 83. 32. Service -Riser Conductors & Ground Main Disconnect 84. 33. Equip. Clearances Panels-Motors-Mech. Equip. 85. 34. Clothes Closet Light -Shower Light -Spa Light 86. 35. Smoke Detector 87. Water Well, Disconnect, Electrical, Plumbing Date Exterior Elec. Trim, G.F.I. Receptacle -Underground Card B-1 Date Card B-1 Date Ventilation Throughout House Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date 96. Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Card B-1 Date Card B-1 41. Sills Proper Materials & Anchors Card B-1 Date Card B-1 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing r' R Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector- ' In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.FI.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor Cl Yes _ 83. Following Instld./Drive O Yes O No/Walks O Yes O No/Planters O Yes O No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP05054.8 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 03/01/2005 APN: 036-240-011-000 the Business and Professions Code, and my license is in full force and effecLicense Class: License Number I Site Address: 171 BREEZE HOLLOW LN ORO Dale:. sContractor Map Index: OWNER -BUILDER DECLARATION. Description: REPLACE 200 MAIN BREAKER I hereby affirm under penalty of perjury that 1.amexempt from the Contractors' State License Law for the following reason (Sec. 7031.5 ,Business and Professions Code: Any city or county which requires a Owner: TURNER STUART L &NANCY J permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a 171 BREEZE HOLLOW LN signed statement that he or she is licensed pursuant to the provisions of OROVILLE, CA the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or 95966 she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a. permit subjects the applicant to a civil penalty of not more than rive hundred dollars ($500).): - ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Applicant: WHAT CHEER CO Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does GEORGE CHOUINARD such work himself or herself or through his or her own employees, provided that such improvements are not Intended or offered for 139 PINEDALE 95966 sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of 530-533-4453 proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does Contractor: WHAT CHEER CO not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed GEORGE CHOUINARD pursuant to the Contractors' State License Law.). ❑ I am Exempt under Article 3 of the Business and Professions Code 139 PINEDALE 95966 530-533-4453 Date: Owner: WORKERS' COMPENSATION DECLARATION License #: 610519 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -Insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit Architect: is issued. Engineer: ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued: My workers' compensation insurance carrier and policy number are: Carrier Total Square Ft: 0 S. F. Policy a: Valuation: $0.00 Census Code: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, C3Z_0 and agree that if I should become subject to the workers' compensation provisidns of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: Applicant: C/ l WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of v compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit iseby Issued under the plicable pr visions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Resolutions do work i c d abov for vyhich es have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) Name: By Date: PERMIT EXPIRES ON: 6 (\ Address: Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safely Code, w c regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health 8 Safety Code is not applicable to the scheduled construction of thi proje I. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorize nt • f the ner. I agree to comply with all county and state laws relating to building construction. I acknowledge It is unlawful to alter the substance of any official form doc nt of utte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purpo3es. zi Print Name: _ Signa urea to Date: ❑ Owner ontraclor ❑ Agent for Owner ❑ Agent for Contractor B. C. Buildinp Permit 01-16-04 pp 1 a T"'�f"rly�.•�.y,Y•.!i'.:�.�7?.%��-R,`.i!�.�?r.P,.-�--rr�-.., r µ� �7� Rt"'r"m•"'�^._1, •.f�`.� "" '•� - --1,�..r+��r.�-• - '• = e r^nr.•�.?.3,1,� . X79 ,33a-6// I 036-240-011 ,` `,� 02-3338 ; TURNER, STUART'6ANANCY 171 BREEZE HOLLOW; OROVILLE CONT: TIM WELCH:" DEMO PERM: FND. y -f.Z�: c)6 J _t f 036-240-011 ,` `,� 02-3338 ; TURNER, STUART'6ANANCY 171 BREEZE HOLLOW; OROVILLE CONT: TIM WELCH:" DEMO PERM: FND. y -f.Z�: c)6 m COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT -NO. (Rev. 12/96) APPLICATION AND PERMIT 02-333A ...)II ASSESSOR PARCEL NUMBER r,_?4n_ ZONING BUILDING PERMIT OWNER C 4RT nun r,. *,�v TTn id L+A TELEPHONE SO, FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS - w _.-7E R 171 RR>; F _ n1111 i -nnn � CONTRACTORS NAME TTm Wl: fa TELEPHONE c n r n - CONTRACTORS MAILING ADDRESS i:nss mrillrlmtnDnT7 T r. AC(��i CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 171 Energy Plan Checking Fee $ - .. PERMIT FEE $ 35.00 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE k SF ❑ Duplex ❑ Mobilehome ❑, Other SPECIFY' Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water, heater or vent 15.00 TYPE OF WORK I New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other)p Describe Work: i�FMrl Ut;'U MA IU L`*,T F'nf1r.T�1 A-TT^w1 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 OR UE Main Service zoOA OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION ( I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business, and Professions Code, and my license iqp full force and effect. / / (�� �r / License Class {/ / /1 J C/y �/r Lic. No. ' OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for -this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADONIS. ( a ACC. SwS. SO 3.5QFr: NEW CONS MULTI -OUTLET =RIGID. @7.50 PDWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. ourLEroR FaTUREs zo p Loo BAL .50 Ex. Occup. oFuTLEEDisA RES D.PPUISOEa 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations:- ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for.the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X !�,/` Date �� _ Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An/OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 35.00 HAZ. D. FEES IMP I FLOOD I CDF PARCEL I PD I HD ISSUE �( This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. D, 'B Date � `` PERMIT EXPIRE ON D, (Da ta Receipt No. Sb45L0/.��35 • 00 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT 02-333 5 ASSESSOR PARCEL NUMBER 0 16 -940-011 ZONING BUILDING PERMIT OWNER -- '' fi R'P NANCY TURNER TELEPHONE SQ. FT. OCC. BUILDING VALUATION -AND - OWNER'S MAILING ADDRESS ? BREEZE CONTRACTOR'S NAME - J E JTM WPJ CH CONTRACTORS MAILING ADDRESS MFT�TTNA CONSTRUCTION LENDER OROVILLE Fireplace LENDER'S MAILING ADDRESS Total Valuation Is ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 19-00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 171 -BREEZE HOLE914 5 OROVILEE Energy Plan Checking Fee $ PERMIT FEE S 35.00 LAT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome IX Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Othe%O Describe Work: DEMO ia`UMANEN'^ FOUNDATIONMobile Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Home I S I G I W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 R LES Main Service 200AORLESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license i n fU rce and effect. j License Class L; Lic. No. a OWNER -BUILDER DECLARATIO I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if should become subject to the workers' compe tion provisions of section 3700 of the Labor Code, I shall orthwith c p 1 ith those provisions. X Date _ `� S' ture of Applicant - ❑ Owner ❑ Contractor ❑ Agent OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO lOooA 46.00 NEW CONST. DWELLING OCCUP. SO OR ADDNS. ( a Acc. eLAs. 3.50FT; NOZRDE IDT MULTI -OUTLET 97,50 POWER APPARATUS a SINGLE OUTLET CIR. EJ(, QCCU OUTLET OR FIXTURES �L (91.00 Ex. Occup. DFTx�LE�osAR DRQ 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ OCC Corsi. TYPE TOTAL FEE $ 35.00 HAZ. D. FEES IMP FLOOD COF PARCEL PD HD ISSUE X This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. , „ v y Date PERMIT EXPIRES"G) :;L I Dale ReceiptNo. 364520/�35.00 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 47 RESIDENTIAL 1 PERMIT NO. t 036-240-011 02-2383 TURNER; STUART ' 171 BREEZE HOLLOW LN., OROVILLE i NEW SINGLE FAMILY SPECIAL CONDITIONS i SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY S USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPY Address GAS Meter ELECTRIC Meter By nar — JOB FINALED Signature CHECKED BY ,k= CA( , .,. 0 = Not OK ` . = NotReadyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or/ /" L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -FID Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Date Card B-1 Date Card B-1 Date 3. Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 5. 1. Zoning Requirements -Setbacks -Easements 6. Carports; Windows -Doors 2. Footings; Size -Spacing -Marriage Line 7. Electric 3. Blocking Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 4. - Gas; MH Test -Demand -Valve 10. 5. Electricity; MH Test 11. Ext.; Steps -Doors -Landings 6. Water; MH Test Braced Wall Panels 7. Water and Sewer Connected Date 8.. Gas and Electricity Tagged Card B-1 Date Card B-1 9. Exits 1. 10. License Decals 2. Soils; Compaction -Structure Stability 11' Verify #'s with'Office Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI Date Elec.; Pool Lighting; 15 Volts-GFI Card B-1 Date - Card B-1 Date Card B-1 ` • Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs-Connectors' Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing- 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-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 Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date JUNDERFLOOR (Plans) OK except #'s (?7i . Zo ' -Setbacks-Easements-Flood-Slope tg., Main; Soils-Elec. Grnd.-/ tg. Depth 3. I-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Sternwalls, Garage; Steel- Blockouts-Wra ed 6a. H owns and Special Anchors L . Slab, S eel -Wrapped I 8. P -Fire lace Ftg.-Steel 10. W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground , 13. Plenums & Ducts; Clearance- Material-Support=Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Z, .. Date/ W61►Eard B-1 Date Card B-1 s Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s t 1 fTNater Htr.; Vent -Access -Combustion Air Baffle W r Pipe; Test & Anchor -Nail Protection V.; Test Fittings & Anchor -Nail Protection i hower Pan; Test, First Floor -Tub Access 21. st Tub & Shower, Second Floor -Tub Access Gas Pipe; Sixe & Anchors 23. Fire S rinkler; Test i Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s . Fixture & Transformer Clearance -Ins. Protection 257-Elec. Receptacles Spacing -Lights & Switches at Doors Size Boxes & No. of Conductors Stapled rf.r_Romex Installed Close to Edge of Studs & C.J. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29r"2 Appliance Circuits in Kitchen & Conductor Size GFI Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral 0 Yes 0 No Service -Riser Conductors & Ground Main Disconnect Equip. Clearances Panels-Motors-Mech. Equip. 4. Clothes Closet Light -Shower Light -Spa Light ` . Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s A.C. Ducts Insulation & Support ar'Vent Fan, Exhaust above insulation ondensate Drain & Overflow, Size & Grade a,Furnace-Vent Access -Comb. Ait-Return Air Vent 115 Outlet Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s ills Proper Materials & Anchors Walls Studs -Nailing Spacing & Braces -Plates -Sound Bearing Walls over Girders & Floor Nailing 4 Draft Stop in Walls (rat proof) Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size & Bearing Date FRyMING (Continued) 7. ers-Post Caps -Anchors -Connectors ng. Joist-Rftr. Ties- Purl in -Roll Brac.-Truss-Shting.-Rtng. replace Ties or Type A Flue -Fireplace Throat Clearance Xic Access; Size & Romex Protection -Draft Stop -Ins. Baffles Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions �e Protection Framing -RC Channel 5.1pe ine Firewall & ODeninas 5/1! Ext. Doors -One 3' -Check Garaoe 3rd Storv. 2 Exits Fire Protection A Plywood on Roof Overhang -Attic Vents -Rafter Outriggers SidiZNailing Veneer r�=, -1 7 esh-Drip Screed -Fd. Vents-Underflr. Access ' GI ing Area Glass Protection -Skylights -Plastic hear Walls; Nailing -Bolts 61, 4Wce Interior/Exterior Wall Panels / . Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth _ Clearance Looked under Floor 0 Yes 83. Following Instld./Drive O Yes 0 No/Walks O Yes 0 No/Planters O Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Finai: COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751. 7 County Center Drive • Oroville, CA • (530) 538-7541 t CORRECTION NOTICE OWNE 1 PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please cont is office immediately. /'� D� _ B L")_ -4, /,- I I �' - /-- C,,_ .. -., J 6� 4--..m ., _n. LOERKE INSULATION CO., INC. INSULAMN CER71FIr.A'rF Ir 5F—fit Number' DESCRIPTION OF INSTALLATION I. ROOF Material ThIcknem (inches) 2 CEILING Batt or Blanket Type—FteWWw Baas iludmess (inches) Loft Fill Type Fiberglass Conhactorls min. bkstWWWeighiffit Brand Name Thermal Roe (R Value) Band Name Johns Manville Thmmal Resistance (R Vahis) 3F Brand Name Johns Manville Madrnum Thiclamss inches. Manufac kwer's Installed weight per square toot to adde ve Thermal Resida at (R Vahm) & EXTERIOR WALL Material lass Balls Thickness (fidi�s} Cr0 q 4. RAISED FLOOR Materialg 17uduiess (fichesl 5. SLAB FLOOR / PERIMETER Material Thickness Perimeter Insulation Depth 6ncltes� S. FOUNDATION WALL Material Thicimess (mchesl DECLARATION Brand Name Johns Manvitta TNama l Resisftrroe (RVatue) Aq Thermal Rance (R Vahce) Brand Name Thermal Resishtnoe (R Value) Brand Name Thermal R (R Value) I her+eb certify that the above Insulation was fled fi the bugling pbotre location in conformance wi5t �n+wft En �y Eig �� c t� 1 buiidin z4,Part 6, California Code of Regu ) as fidicated on the Ce�icaof oomn �'U where i le. . ; !T -t-> LOERKE INSULATION CO., INC. r ame r GWWM (Co. Name) Or Owner ntracbor ame r General n-ftu or (Co. ami) Or 159011 req ntra Name) r + �yGen�al Contractor (Co. Name) Or Owner ' O COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 APPLICATION AND PERMIT ASSESSOR PARCELNUMBER -240-011 ZON1NO . BUILDING PERMIT OWNER TLJRNFR. STUART T " E 589 3202 - SO. FT. OCC. BUILDING VALUATION 85,158.00 1577 g3 OWNER'S MAIUNG ADDRESS 171 '1RRF.F.7F 14nTIr)T,7 LN-, 815 C 10;595.00 CONTRACTOR'S NAME ° OWNER ELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER t Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 97253.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00� Permit Fee $ 6-3050 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS Energy Plan Checking Fee $ 23.00 PERMIT FEE $ LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF)Q Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 1 7.00,53.00 Solar or heat pump water heater 23.00 Water piping 15-0015.00 Each as water heater or vent 15.00 TYPE OF WORK New IN Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW SINGLE FAMTT Y Gas piping system 1 - 5 outlets 15.00 5, 00 Building sewer 15.001 s -no Mobile Home I S I G I W @20.00 PERMIT FEE $143.00 ELECTRICAL PERMIT I Fling Fee 20.00 Main Service 2DOA OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER License Class LIC. No. OWNER -BUILDER DECLARATION I reby affirm under penalty of perjury that I am exempt from the Contractors License aw for the following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200AWEE TO I000A 46.00 NEW coNST. DWELLING occuP. OR ADDNS. ( CC. BUnET 3.50N'5 NEW CONST. MU (commencing NON-RESID. ° @7.50 AP= U 8 SINGLE OIIfIET CIR. Ex. Occup. OUTLET OR FD(TURES 20 @ 1.00 aAL @ .50 Ex. Occup. oFurtFrs ESIp.OEp R 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ 75.00 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating 1 Cooling 15. 00 Hood 6.50 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. to 0 - 0'- 02 _ Ugnattire- o Ap c Owner ❑ Contractor ❑ Agent An OSHA permit Is required for excavations over 60" deep and emolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $46.00 occcoNST. R3 TYPE VN OTAL FEE $ 1 417.33 s U IMP FLOOD DF C pp ISSUE This permit is hereby issued under the of the Butte County Code and/or Resolutions indicated which fees have By PERMIT EXPIRES ON i Z1.4 I applicable provisions to do work been paid. Date `Z OZ J03 IDere Receipt No. 3 eZ WHITE-D.D.S.-B.D. CANAR -A SE SO PINK -INSPECTOR GOLDENROD -APPLICANT � C] J ft ,w ! `te" COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville; CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: � � r7 � Y'/1 f lam" ASSESSOR PARCEL NUMBER 136 - ! Q -0 Proposed Building Use: 1 J ' Counter Technician: - Date: - 7 0 ' ()2— Items required in order to apply for a permit. All boxes MUST be checked R marked NA in order to apply. I�,��'. Plot plans, 3 or 4 sets, signedity the preparer of the plans. �J'2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. r Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. & Engineered truss details and layouts in duplicate. No faxes! 9 . Energy compliance design and supporting documentation in duplicate. 1. CXQk 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. r[Er7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The.permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs ................................. . ❑ 10. Letter of intent for non-residential buildings......................................................... ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... _ ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 2#0014. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... ❑J`5: Statement of Intent for Non -heated and A/C Buildings .................................... �{!l' 16. Sanitation and plot plan approval from the Environmental Health Department in�,d'�Q City of Chico Plumbing permit .......................... ........... 18. California Department of Forestry lana royal aid. Sent_ b P try P PP P y: ', C) ................ ❑ 19. Planning approval for (A) Use: C> k, (B)Parking: (C) Pa cel Check: - ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage .............................. ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization.................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephone and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Com) (�— Applicant: / / %%��i � l,l >ZC�� te: ()02 1. Index permit application for the above items numbered/ Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised cf the above data by ❑ phone, ❑mail, ❑counter, by Date: _ Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, b Date: Plans reviewed by: Date: Plans approved by: � Date: Structural reviewed by: Date: r0 OL Structural approved by: R Date: ?-/Z p2 Note transfer by: Date: �- Yf llnw- Rnddino Nl i6 M 1 C3 TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location Plan Approved for: Sewage Dispose Clearance for dwelling. Other Hold final for: \A/9tar E.Fi. 3E ONLY Rot Ren Attached Float Ren A ad Sant to ®.O. /_ AP# Private Well '�104- 02�/ --e--L2 Environmental Health pecialist Date 8/96 FAX.TO : Endeavor Homes FROM Edward Moran PE ATTN. Darren Diver DATE August 28, 2002 FAX No.: (530) 534 5269 No. of Pages 1 O T R 'd EDWARD MORAN P.E. I J 0: urner esl ence STATUS. Normal( ) urgent ( ) Confd. ( ) To whom it may concern: This letter is to confirm that I have reviewed & approved the load criteria & geometry used for the truss calculations for the above project. Sincerely, Edward Moran PE EDWARD 'WK MORAN rn z No. C 058125 rn * Exv s �o• \��.._ .. CML a�Q P.O.Box 796, Oregon House, CA 95962. Tel.: (530) 692 2319, Fax: (530) 687 9094, email: ejmpe@aol.com O`VNER-BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your sigoftu M Please complete and return this information at your earliest opportunity to avoid uone;e11201 d*- Y in processing and issuing your building permit. No building permit will be isstxd unto this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement: YES ❑ NO ❑ 2. I HAVE k HAVE NOT ❑ signed an application for a building permit for the proposed WO& 3. I have contracted with the following person (fi�tm) to provide the proposed construetioss: / - - ADDRESS: i , PHO,NE: 0,?— CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ��1rJ Pc�i(l NS I� ADDRES-�-?o ?-:04 l016C> CITY:�1l��S PHO -E: g(d ii LD% CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAIN 1E ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTYOWNER: SOCIAL SECURITY NUMBER: J-j'"�_ c74- 774 DATE: © � PVOTE: This Owner -Builder Verification is required by Section 198.31 and 19832 4f AW California Health and Safety Code. This verification mutt be -eompkhd &wd returned to our office before we are permitted to issue the permit OVER V. OWNER BUILDER INFORINIATION Cea: P-ocer:yOw-": An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. _ For your protection. you should be aware that as "owner -builder" you are the responsible party ofrecond on such a permit. Building permits are not required to be signed by property unless they are personally pa rmiog`their own work. If your work is being performed by someone other than yourself, you may protect yourself from pciinible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ,� ♦ If you employ or otherwise engage any persons other than your immediate family. and the work (including materials and other costs) is 5300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax iwithholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contrib nsutions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. - r ♦ For more specific information about your obligations under Federal,Lawv, contract the Internal Revenue Service (and, - if you wish; the.U.S -.Srnall B,ainess Administration). For more specific information about your obligations under Sate, aw, cor.tacr the Department of Benefit Payments and the Division of Industrial Accidents. K� If the stucn:rc is intended for sale, property owners who are not licensed conrractors'are allowed to perform their work personally or through their own.employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent pracrice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 10_0 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these marters.'The building permit will not be.issued until the verification is returned. 1INNNrely, 't el C. Vi ira, C.B.O. ger, Building Inspection NOTE: Tris Owner -Builder Info rmadon is required by Section 19810 of /he California Htolrlr and Safely Cods N BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District —) Oro t/, / le FhO Building Department No. A.P. Number r�'i� 'Jurisdiction: City County Property Owner Property Location/Address Subdivision Residential Development Not Living Mobile Home Units Installation Commercial/Industrial New Addition y -• � 1 I Building Department Representative Lot No. ................................................................................................................. : Sq. Footage Addition/ *Supplemental to (Group R) Conversion Permit # '(No foundation inspection); a I Sq. Footage Sd r(Including Exterior Roofed Areas) Date moor rians reviewed oy 5cnooi uistnct versonneq District IdentificationNo. //� ( , m ( ja 1,.Jkel School District certifies that i (Applicant) (Street Address) (City) has complied with the requirements of Resolution No �� representing / 9 square feet. School District Representative I (Phone Number) /,l(State) �t (Zip Code) v/ —0;- — d by payment of $ r AB 2926 $ FULL MITIGATION s Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 660201x), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (10/98)dmm PLAN REVIEW RESPONSE FORM In order to expedite the review of your plans, please complete the following information and return this form with your re -submittal. this form is not Complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a vali response to every item requested in our plan Correction letter. "By others" is not considered a valid response. please indicate yot response to each item and the location where the information can be found on the plans/calcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORIGINAL PLANS. OWNERS NAME DATE: ASSESSORS PARCEL -NUMBER PERMIT NUMBER - - c�3CP - Z4o -oil az - 23 g� RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK (TEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS - PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: . , GGA PLAN CHECK ITEM # IRESPONSE BY: I LOCATION ON PLANsmAI rs• COMM # IRESPONSE BY: COMMENTS: LO L-7 - e,7— CHECK ITEM # IRESPONSE LOCATION ON -'PROJECT : Turner Residence JOB No. CLIENT . ROOF DIAPHRAGM TO SHEAR WALL CONNECTION Max diaphragm load 'to shear wall is 76plf. Provide H1 tie per truss. Provide LTP4 @ 2'oc at DG1 & DG2 trusses to walls Alowable load is 485 # per clip = 242plf > 76 OK 0 Page : Al Date 11 /26 Engr.: EJM s01a t A� •NAR -11-2003 02:15PM FROM-ASSOC ENERGY SYS +15102335196 T-501 P.001/001 F-602 `aL- yr %-r111V1NtY KCLoATED FIRES IS FAILURE Td MAINTAIN REQUIRED CLEARANCES (AIR SPACE) TO COMBUSTIBLE MATERIALS. IT IS OF UTMOST IMPORTANCE THAT THIS CONNECTOR BE INSTALLED ONLY IN ACCORDANCE WITH THESE INSTRUCTIONS. Allowable Flue Gas Temperatuies Maximum Continuous 1200°F 630°C arlef Forced Firing 1700°F 925°C Tested To . 2100°F 1150°C This connector is intended for use*'ith solid, liquid and gas ,•fired appliances including wood burning stoves, freestanding fireplaces, and ?umaces. Contact local building or fire officials about local restrictions and building inspections in your area. Always follow'the wood burning stove manufacturer's installa- tion instructions. On some close clearance stoves the -heat;. generated by the stove ihdependent'oftt e-connedtorsystem'is'* " sufficient to require additioelaf clearance. Certain applrcatlons, such as mobile homes, sometimes require clearances greater than 6 inches. . Keep these installation and operating instructions in a safe ►ovation for future reference. ULTRABIack has been tested and listed by WARNOCK HE , Warnock Hersey PrOfessianal Laboratories. Listing#192-509,4 � S7ED LE=X400 SOUL. J.F. KENNEDY, S7 JEROME, QUEBEC, CANADA, J7Y487 ph 460.565-8336 fax 450_565.6519 7046651 44441 r U8F8iiV211/97 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... TURNER RESIDENCE Date..08/04/02 14:30:32 Project Address........ 171 BREEZE HOLLOW ******* -----I---------------- OROVILLE, CA. *v6.01* QoR' a 3,?3 Documentation Author... Barry Rubanoff ******* B ilding Remit # Barry Rubanoff ��lD P.O. Box 1123 Plan Check / Date Berry Creek, CA 95916 530-589-4102 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. ------------------------------------------------------------------------------- MICROPAS6 v6.01 File -TURNER Wth-CTZ11S92 Program -FORM CF -1R User#-MP2246 User -Barry Rubanoff Run-TURNER ------------------------------------------------------------=------------------ GENERAL INFORMATION ------------------- Conditioned Floor Area..... 1577 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 0 deg (N) Number of Dwelling Units... 1 Number of Stories.......... 1 Floor Construction Type.... Slab On Grade Glazing Percentage......... 14.1 % of floor area Average Glazing U -factor... 0.5 Btu/hr-sf-F Average Glazing SHGC....... 0.61 Average Ceiling Height..... 9.3 ft Component Frame Type ------------ Type ------- Wall Wood Roof Wood SlabEdge n/a SlabEdge n/a Door n/a Orientation Wind Front (N) Wind Front (N) Wind Front (N) Wind Left (E) Wind Left (E) Wind Left (E) Wind Back (S) Wind Back (S) Wind Back (S) BUILDING SHELL INSULATION ------------------------- Cavity Sheathing Total Assembly R -value R -value R -value U -factor Location/Comments R-13 R-0 R-11 R-27 R-0 R-0 R-0 R-0 R-0 R-n/a Area (sf) - 14.0 8.8. 21.0 21.0. 30.0 14.0• 7.0. 17.5 16.0 -------------- R-13 0.088 ------------------------ R-38 0.F2=0.025 60 Attic�� � F2=0.510 R-0 0.330 FENESTRATION U_ Factor SHGC 0.500 0.500 0.500 0.500 0.500 0.500 0.500 0.500 0.500 0.610 0.610 0.610 0.610 0.610 0.610 0.610 0.610 0.610 Exterior Shading - Standard Standard Standard Standard Standard Standard Standard Standard Standard Over- hang/ Fins Location/ Commee,�Gts ----- --------------=--H�,g------ Yes VINYL/SLIDER/SC4 . 8`8A Yes VINYL/SLIDER/SC=0.88 Yes VINYL/SLIDER/SC=0.88 Yes VINYL/SLIDER/SC=0.88 Yes VINYL/SLIDER/SC=0.88 Yes VINYL/SLIDER/SC=0.88 Yes VINYL/SLIDER/SC=0.88 Yes VINYL/SLIDER/SC=0.88 Yes VINYL/SLIDER/SC=0.88 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R - Project Title.......... TURNER RESIDENCE Date..08/04/02 14:30:32 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS6 v6.01 File -TURNER Wth-CTZ11S92 Program -FORM CF -1R User#-MP2246 User -Barry Rubanoff Run -TURNER I ------------------------------------------------------------------------------- FENESTRATION Over - Equipment Type ------------ Furnace ACSplit Tank Type ------------ Storage Minimum Efficiency ------------ 0.800 AFUE 10.00 SEER Heater Type Gas SLAB SURFACES ------------- Slab Type ---------------- Standard Slab HVAC SYSTEMS ------------- Refrigerant Charge and Duct Airflow Location ------- ----------- n/a Attic No Attic Area (sf) 1577 Location/Comments Wood/Hinged/SC=0.88 VINYL/SLIDER/SC=0.88 VINYL/SLIDER/SC'=0.88 VINYL/SLIDER/SC=0.88 Tested Duct Duct R -value Leakage ------- ------- R-4.2 No R-4.2 No WATER HEATING SYSTEMS Number in Distribution Type System Standard 1 REMARKS ACCA Manual D No No Tank Energy Size Factor (gal) 0.62 40 Thermostat Type Setback Setback External Insulation R -value' R- n/a Area U- Exterior hang/ Orientation (sf) Factor SHGC Shading Fins ---------------- Door Back (S) ----- 20.0 ------ 0.500 ------ 0.650 -------- Standard ----- Yes Wind Back (S) 16.0 0.500 0.610 Standard Yes Wind Right (W) 20.0 0.500 0.610 Standard Yes Wind Right (W) 17.5 0.500 0.610 Standard Yes Equipment Type ------------ Furnace ACSplit Tank Type ------------ Storage Minimum Efficiency ------------ 0.800 AFUE 10.00 SEER Heater Type Gas SLAB SURFACES ------------- Slab Type ---------------- Standard Slab HVAC SYSTEMS ------------- Refrigerant Charge and Duct Airflow Location ------- ----------- n/a Attic No Attic Area (sf) 1577 Location/Comments Wood/Hinged/SC=0.88 VINYL/SLIDER/SC=0.88 VINYL/SLIDER/SC'=0.88 VINYL/SLIDER/SC=0.88 Tested Duct Duct R -value Leakage ------- ------- R-4.2 No R-4.2 No WATER HEATING SYSTEMS Number in Distribution Type System Standard 1 REMARKS ACCA Manual D No No Tank Energy Size Factor (gal) 0.62 40 Thermostat Type Setback Setback External Insulation R -value' R- n/a CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... TURNER RESIDENCE Date..08/04/02 14:30:32 ------------------------------------------------------------------------------- MICROPAS6 v6.01 File -TURNER Wth-CTZ11S92 Program -FORM CF -1R User#-MP2246 User -Barry Rubanoff Run-TURNER ------------------------------------------------------------------------------- COMPLIANCE STATEMENT -------------------- This certificate of compliance lists,the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER Name.... TURNER RESIDENCE Company. OWNER/BUILDER Address. Phone... License. Signed.. (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) DOCUMENTATION AUTHOR Name.... Barry Rubanoff Company. Barry Rubanoff Address. P.O. Box 1123 Berry Creek, CA 95916 Phone... 530-589-4102 Signed.. f, `6 Z (date) MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 4 MF -1R ---------------------------------------------- Project Title.......... TURNER RESIDENCE Date..08/04/02 14:30:32 Project Address........ Documentation Author... 171 BREEZE HOLLOW OROVILLE, CA. Barry Rubanoff Barry Rubanoff P.O. Box 1123 Berry Creek, CA 95916 530-589-4102 ******* *v6.01* ******* Building Permit # Plan Check / Date Field Check/ Date Climate Zone........... 11 - -------------------- Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -TURNER Wth-CTZ11S92 Program -FORM MF -1R User#-MP2246 User -Barry Rubanoff Run -TURNER Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES -------------------------- Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturers labeled R -Value. *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -factor in metal frame walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors. 150(1): Slab edge insulation - water absorption rate no greater than 0.35, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door ��r MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 5 MF -1R ------------------------------------------------------------------------------- Project Title.......... TURNER RESIDENCE Date..08/04/02 14:30:32 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS6 v6.01 File -TURNER Wth-CTZ11S92 Program -FORM MF -1R User#-MP2246 User -Barry Rubanoff Run-TURNER ------------------------------------------------------------------------------- b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. -y-' SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- er ment 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. {� 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACOA. 150(i): Setback thermostat on all applicable heating and/or cooling systems. /✓ 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot.water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and in- sulated, to meet the requirements of the 1998 CMC sectons 601, 603, and 604, and standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of UL181, UL181A, or UL181B. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber addhesive duct tapes unless such tape is used in combination with mastic and drawbands. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 6 MF -1R Project Title.......... TURNER RESIDENCE Date..08/04/02 14:30:32 MICROPAS6 v6.01 File -TURNER Wth-CTZ11S92 Program -FORM MF -1R User#-MP2246 'User -Barry Rubanoff. Run -TURNER resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future. solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances. with pilot < 150 Btu/hr) . LIGHTING MEASURES ----------------- Design- Enforce- ? er ment 150(k)1: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen.,_ 150(k)2: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling.fixtures are IC (insulation cover) approved. COMPUTER METHOD SUMMARY Page 7 C -2R ---------------------------------- Project Title.......... TURNER RESIDENCE Date..08/04/02 14:30:32 Project Address ......... 171 BREEZE HOLLOW ******* --------------------- OROVILLE, CA. *v6.01* Documentation Author... Barry Rubanoff ******* Building Permit # Barry Rubanoff P.O. Box 1123 Plan Check / Date Berry Creek, CA 95916 530-589-4102 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method....... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -TURNER Wth-CTZ11S92 Program -FORM C -2R User#-MP2246 User -Barry Rubanoff Run-TURNER ------------------------------------------------------------------------------- MICROPAS6 ENERGY USE SUMMARY = Energy Use Standard Proposed Compliance = _ (kBtu/sf-yr) _--------------------------------- Design Design Margin = - Space Heating.......... 17.47 ---------- 17.38 ---------- - 0.09 = = Space Cooling.......... 9.54 11.11 -1.57 = - Water Heating.......... _ 15.23 12.76 2.47 = = Total -------- 42.24 -------- 41.25 -------- - 0.99 = _ *** Building complies with Computer Performance GENERAL INFORMATION Conditioned Floor Area..... 1577 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 0 deg (N) Number of Dwelling Units... 1 Number of Building Stories. 1 Weather Data Type.......... ReducedYear Floor Construction Type.... Number of Building Zones... .Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... Slab On Grade 1 14656 cf 1577 sf 14.1 % of floor area 0.5 Btu/hr-sf-F 0.61 9.3 ft COMPUTER METHOD SUMMARY Page 8 C -2R ------------------------------------------ Project Title.......... TURNER RESIDENCE Date..08/04/02 14:30:32 MICROPAS6 v6.01 File -TURNER Wth-CTZ11S92 Program -FORM C -2R User#-MP2246 User -Barry Rubanoff Run-TURNER ------------------------------------------------------------------------------- Zone Type -------------- HOUSE Residence Surface HOUSE 1 Wall 2 Wall 3 Wall 4 Wall 5 Wall 6 Roof 7 Roof 10 Door 11 Door 12 Door BUILDING ZONE INFORMATION ------------------------- Floor # of Vent Vent Air Area Volume Dwell Cond- Thermostat Height Area Leakage (sf) (cf) Units itioned Type (ft) (sf) Credit ------------ ----------------------- ----- -------- --------- 1577 14656 0.610 1.00 Yes Setback 2.0 Standard No (N) 2 Wind OPAQUE SURFACES 3 Wind Area U- Insul --------------- Act Left Solar Form 3 Location/ (sf) ------ factor ----- R-val ----- Azm --- Tilt ---- Gains ----- Reference ------------ Comments ---------------- 259 0.088 13 0 90 Yes W.13.2X4.16 0.500 60 0.088 13 0 90 No W.13.2X4.16 0.610 267 0.088 13 90 90 Yes W.13.2X4.16 180 304 0.088 13 180 90 Yes W.13.2X4.16 295 0.088 13 270 90 Yes W.13.2X4.16 714 0.025 38 0 12 Yes R.38.2X4.24 Attic 863 0.025 38 n/a 0 Yes R.38.2X4.24 Attic 20 0.330 0 90 90 Yes None 17 0.330 0 0 90 Yes None 20 0.330 0 270 90 Yes None Surface ------------ HOUSE 8 S1abEdge 9 SlabEdge Orientation HOUSE 0.500 0.610 1 Wind Front (N) 2 Wind Front (N) 3 Wind Front (N) 4 Wind Left (E) 5 Wind Left (E) 6 Wind Left (E) 7 Wind Back (S) 8 Wind Back (S) PERIMETER LOSSES ---------------- _ Length F2 Insul Solar . (ft) Factor R-val Gains Location/Comments 78 0.760 R-0 No 90 0.510 R-0 No FENESTRATION SURFACES --------------------- Exterior Area U- Act Shade (sf) factor SHGC Azm Tilt Type Location/Comments ----- ----- ----- --- ---- -------- ------------------------ 14.0 0.500 0.610 0 90 Standard VINYL/SLIDER/SC=0.88 8.8 0.5000.610 0 90 Standard VINYL/SLIDER/SC=0.88 21.0 0.500 0.610 0 90 Standard VINYL/SLIDER/SC=0.88 21.0 0.500 b.610 90 90 Standard VINYL/SLIDER/SC=0.88 30.0 0.500 0.610 90 90 Standard VINYL/SLIDER/SC=0.88 14.0 0.500 0.610 90 90 Standard VINYL/SLIDER/SC=0.88 7.0 0.500 0.610 180 90 Standard VINYL/SLIDER/SC=0.88 17.5 0.500 0.610 180 90 Standard VINYL/SLIDER/SC=0.88 COMPUTER METHOD SUMMARY Page 9 C -2R Project Title.......... TURNER RESIDENCE Date..08/04/02 14:30:32 MICROPAS6 v6.01 File -TURNER Wth-CTZ11S92 Program -FORM C -2R User#-MP2246 User -Barry Rubanoff Run-TURNER ------------------------------------------------------------------------------- FENESTRATION SURFACES OVERHANGS AND SIDE FINS ---Window-- ------Overhang----- ---Left Fin--- ---Right Fin -- Exterior Area Area U- Act Shade Orientation ------------------ Surface ----------- (sf) ----- factor SHGC ----- ----- Azm Tilt Type Location/Comments 9 Wind Back (S) 16.0 0.500 0.610 --- 180 ---- 90 -------- Standard ------------------------ VINYL/SLIDER/SC=0.88 10 Door Back (S) 20.0 0.500 0.650 180 90 Standard Wood/Hinged/SC=0.88 11 Wind Back (S) 16.0 0.500 0.610 180 90 Standard VINYL/SLIDER/SC=0.88 12 Wind Right (W) 20.0 0.500 0.610 270 90 Standard VINYL/SLIDER/SC=0.88 13 Wind Right (W) 17.5 0.500 0.610 270 90 Standard VINYL/SLIDER/SC=0.88 OVERHANGS AND SIDE FINS ---Window-- ------Overhang----- ---Left Fin--- ---Right Fin -- Area Left Rght Surface ----------- (sf) ----- Wdth ----- Hgth ----- Dpth ---- Hght ---- Ext ---- Ext Ext Dpth Hght Ext Dpth Hght HOUSE ---- ---- ---- ---- ---- ---- ---- 1 Window 14.0 4.0 3.5 2.0 0.41 n/a n/a n/a n/a n/a n/a n/a n/a 2 Window 8.8 2.5 3.5 2.0 0.41 n/a n/a n/a. n/a n/a n/a n/a n/a 3 Window 21.0 6.0 3.5 2.0 0.41 n/a n/a n/a n/a n/a n/a n/a n/a 4 Window 21.0 6'.0 3.5 12.0 0.25 n/a n/a n/a n/a n/a n/a n/a n/a 5 Window 30.0 6.0 5.0 12.0 0.25 n/a n/a n/a n/a n/a n/a n/a n/a 6 Window 14.0 4.0 3.5 6.0 0.25 n/a n/a n/a n/a n/a n/a n/a n/a 7 Window 7.0 2.0 3.5 8.0 0.25 n/a n/a n/a n/a n/a n/a n/a n/a 8 Window 17.5 5.0 3.5 8.0 0.25 n/a n/a n/a n/a n/a n/a n/a n/a 9 Window 16.0 4.0 4.0 8.0 0.25 n/a n/a n/a n/a n/a n/a n/a n/a 10 Door 20.0 3.0 6.67 8.0 0.25 n/a n/a n/a n/a n/a n/a n/a n/a 11 Window 16.0 4.0 4.0 8.0 0.25 n/a n/a n/a n/a n/a n/a n/a n/a 12 Window 20.0 5.0 4.0 2.0 0.41 n/a n/a n/a n/a n/a n/a n/a n/a 13 Window 17.5 5.0 3.5 2.0 0.41 n/a n/a n/a n/a n/a n/a n/a n/a SLAB SURFACES ------------- Area Slab ---------------- Type (sf) HOUSE ------ Standard Slab 1577 9 COMPUTER METHOD SUMMARY Page 10 CI -2R Project Title.......... TURNER RESIDENCE Date..08/04/02 14:30:32 I MICROPAS6 v6.01 File -TURNER Wth-CTZ11S92 Pro ram -FORM C -2R User#-MP2246 User -Barry Rubanoff Run-TURNER ------------------------------------------------------------------------------- HVAC SYSTEMS WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value ------------ ----------- ------------------- -------------- ------ ---------- 1 Storage Gas Standard 1 0.62 40 R- n/a REMARKS Refrigerant Tested ACCA System Minimum Charge and Duct Duct Duct Manual Duct Type ------------- Efficiency Airflow Location ----------- R -value Leakage D Eff HOUSE -------------------- ------- --------- -------- ---- Furnace 0.800 AFUE n/a Attic R-4.2 No No 0.737 ACSplit 10.00 SEER No Attic R-4.2 No No 0.645 WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value ------------ ----------- ------------------- -------------- ------ ---------- 1 Storage Gas Standard 1 0.62 40 R- n/a REMARKS N HVAC SIZING Page 11 HVAC Project Title.......... TURNER RESIDENCE Date..08/04/02 14:30:32 Project Address........ 171 BREEZE HOLLOW *******_____________________ OROVILLE, CA. *v6.01* Documentation Author... Barry Rubanoff ******* Building Permit # Barry Rubanoff P.O. Box 1123 Plan Check / Date Berry Creek, CA 95916 530-589-4102 Field Check/ Date Climate Zone........... Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -TURNER Wth-CTZ11S92 Program -HVAC SIZING _User#-MP2246 User -Barry Rubanoff Run-TURNER --------------------------=------------------------------------------ GENERAL INFORMATION ------------------- Floor Area ................. Volume ..................... Front Orientation.......... Sizing Location............ Latitude ................... Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range ............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... 1577 sf 14656 cf Front Facing 0 deg (N) OROVILLE RS 39.5 degrees 30 F 70 F 104 F 78 F 37 F Yes No Yes 0.20 HEATING AND COOLING LOAD SUMMARY Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. Heating Cooling Description --------------------------------- (Btuh) (Btuh) Opaque Conduction and Solar...... ----------- 10708 ----------- 4746 Glazing Conduction ............... 4455 2896 Glazing Solar....... ............. n/a 3333 Infiltration ..................... 8336 3423 Internal Gain .................... n/a 2100 Ducts ............................ 2350 1650 Sensible Load.. .................. 25849 18147 Latent Load ...................... n/a 3629 ----------- Minimum Total Load 25849 ----------- 21777 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. October 18, 2002 }S`ttxart Turner 171 Breeze Hollow Ln. Oroville, CA 95966 Department of Devilment Services Building Division 7 County Center Drive . Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 036-240-011 Building Permit Number: 02-2383 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. NON-STRUCTURAL COMMENTS: 1. Please provide the location of the furnace. If it is in the attic, provide a truss that specifies the load of the furnace. SCFE L-eFTT� PlfLQA,�% M.i T=---1 L_ v9A-T-e�:h Z/I-Z/o STRUCTURAL COMMENTS: ktloo,Provlde a shear wall schedule on the plans. Specify requirements for shear wall no 2. 1-2'. Provide shear walls on the.plans as specified in the structural calculations. LT Indicate locations and required spacing of 5/8" anchor bolts on the foundation plan as dspecified in the structural calculations. & Specify holdowns to resist the overturning forces indicated in the structural calculations. 40solPr vide calculations for roof diaphragm connections to shear walls and specify requirements n the plans. Pr • vide shear transfer details of the roof diaphragm connections to the shear walls along wall _ ►nes 1 and 3 and key details to the roof plan. . Provide adequate support.for the DG1 and DG2 truss reactions. -4e� f -z,,, iyB. Please provide calculations for the header over the window between the master bedroorii and 1ZI?i the covered porch. A 4x12 (typical header size) appears to be inadequate to support the 5753 ound DG1 truss reaction. Tr uss A is two-point bearing. All other trusses are 3 -point bearing. Please provide a new Truss A that is 3 -point bearing or provide calculations for the 4x,12 porch header supporting t how the location of Truss F1 on the plans and the center bearing point. W(LL rYn,Dv1 hos rJe�,N ;7-% T�Z_Lff i3& -T -.A I L If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Linda. Philo will answer your structural questions. 1 of 2 • Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Linda Simpson Philo Hunt, P.E. Plans Examiner Plan Check Engineer cc: Edward Moran, P.E. 2 of 2 K -X Engineering TURNER RESIDENCE 171 Breeze Hollow APN.: 036-240-011 CALIFORNIA STRUCTURAL ENGINEERING CALCULATIONS BY Edward Moran P.E. ©Z-238 BUTTE COUNTY oIFEsS/��,w BUILDING DEPARTMENT EDWARD J. ��9`m APPROVED Cl* MORAt�! m LU No. C 058125Zo cum," August 14, 2002 A Pi M�WMD P.O.Box 796, Oregon House, CA 95962. Tel.: (530) 692 2319, Fax: (415) 840 0670, email: kxei@netscape.net vl�-02/A/VIVC� INTRODUCTION It is proposed to construct a new single story residence on an empty lot. The structure consists of reinforced concrete spread footings, supporting a traditional stud frame structure with a manufactured truss roof. The attached calculations provide design checks for the major structural elements in accordance with the 97UBC & other applicable codes. DESIGN DATA Snow Load for location = Design Wind Speed = Exposure = Seismic Zone = Allowable soil bearing pressure = INDEX 20 psf 75 mph ° B v 3 ° 1000 psf ° Gravity Loads Sheet 1 Lateral Loads Sheet PROJECT : Turner Residence JOB No. : # 0157 CLIENT .: Darren Diver LOADING ROOF DEAD LOAD Roofing 3.0 Insulation 1.0 Framing 3.0 Ceiling 2.5 Miscellaneous mechanical 0.5 TOTAL DL, (psf) 10.0 LIVE LOAD Roof Live Load, Snow (psf) 20.0 TOTAL LOAD Roof (psf) 30.0 EXTERNAL WALLS DEAD LOAD Framing 2.0 Insulation 1.0 Siding 3.0 Sheetrock 2.5 Miscellaneous 1.5 TOTAL DL, (psf) 10.0 INTERNAL WALLS DEAD LOAD Framing 2.0 Sheetrock 5.0 Miscellaneous 0.5 TOTAL DL, (psf) 7.5 Page : t Date 8/19 Engr.: EJM s03.xls PROJECT : Turner Residence JOB No. : # 0157 CLIENT : Darren Diver FOOTINGS WALL LOAD Roof First Floor Second Floor Wall Total BEARING Width Required Min. Required POST — VV f % LOAD Roof I First Floor Second Floor Wall Total BEARING Length Required Provide = 1.0 0.0 0.0 1.0 of 1800 Page : 2 Date 8/19 Engr.: EJM x 20.0 x 30.0 = 600 x 5.0 x 50.0 = 0 x 7.5 x 50.0 = 0 x 9.0 x 10.0 = 90 = 690 Ib / 1000 = 0.7 ft 1.0 ft x 10.0 x 30.0 = 1800 x 5.0 x 50.0 = 0 x 7.5 x 50.0 = 0 x 9.0 x 10.0 = 0 = 1800 lb / 1000 A 0.5 = 1.8 ft = 2.0 ft s03.xls PROJECT JOB No. CLIENT : Turner Residence : # 0157 Darren Diver `,,' Vy Page Date 8/19 Engr.: EJM Header TyF- 7 a ft W pif R Ib USE 4rx 12 DF#2 Material 2x 6x GLB Lam 200 Duration Factor, Cd 1.00 Props A B C D Cr Dead Live Snow E or W Fv psi 95 85 165 290 1.00 0.90 1.00 1.15 1.33 Fb psi 875 875 2200 2900 Total Live 350 PC ac L+ E ksi 1600 1300 1600 2000 A 28 46 67 71 Fberg psi 625 625 560* 750 18.9 V B Vve-AAAW Beam 82 87 Load psf, or plf 4.4 3.2 Deflection 3.50 S an ft D, in. B, ft. Dead H,ft Dead Live Factor Total Live 4.4 (10.00)12.0 C 6.00 10.00 0.00 10.00 20 1.00 240 360 53 FORCES PD Ib PL Ib a ft W pif R Ib Vd lb M ft -lb EI Tot. EI LL 200 1000 1.00 180 1980 1800 3330 11E+4 11E+4 Material A S I I Bearing in^2 Beam B D Reqd. sq in in"3 Total Live 350 450 Fberg Sizes in. in. A 28 46 67 71 5.7 4.4 3.2 A 1.50 18.9 V B 32 46 82 87 5.7 4.4 3.2 B 3.50 9.1 V C 16 18 67 71 5.7 4.4 3.5 C 5.13 5.5 IL D 9 14 53 56 5.7 4.4 2.6 D 3.50 5.8 1 L 5753.f� -fxi I- A- A- 3 (. 3 31.4 S ``l5 7&0 11•G. = 13.2.. 4-1 5 PROJECT : Turner Residence Page.- 4 - JOB No. : # 0157 Date 8/19 CLIENT : Darren Diver Engr.: EJM WIND LOADS Basic Wind Speed = 75. mph P = Ce*Cq*qs*I Height Ce Cq qs I p (ft) (Exp B) (psfl (psD 0-15 0.62 1.3 14.5 1.00 11.7 to 20 0.67 1.3 14.5 1.00 12.6 to 25 0.72 1.3 14.5 1.00 13.6 to 30 0.76 1.3 14.5 1.00 14.3 to 40 0.84 1.3 14.5 1.00 15.8 to 60 0.95 1.3 14.5 1.00 17.9 to 80 1.04 1.3 14.5 1.00 19.6 to 100 1.13 1.3 14.5 1.00 21.3 to 120 1.20 1.3 14.5 1.00 22.6 to 160 1.31 1.3 14.5 -1.00 24.7 to 200 1.42 1.3 14.5 1.00 26.8 to 300 1.63 1.3 14.5 1.00 30.7 to 400 1.80 1.3 14.5 1.00 33.9 s04-lat.xls PROJECT : Turner Residence Page: JOB No. : # 0157 Date 8/19 CLIENT Darren Diver Engr.: EJM t LOADS: FRONT -REAR Sum V = 5.9 LOADS: SIDE -SIDE Trib Wind Diap. Floor Level Story Width Height Height Height p w F (ft) (ft) (ft) (ft) (ft) (psf) (plf) (kips) Roof O2 8.00 40 16.0 8.0 16.0 12.63 101 4.0 To grade 1 8.00 40 8.0 4.0 8.0 11.69 47 1.9 Sum V = 5.9 LOADS: SIDE -SIDE Sum V = 7.9 s04-1at.x1s Trib Wind Diap. Story Width Height Height Height p w F (ft) (ft) (ft) (ft) (ft) (psf) (plf) (kips) Roof 2 8.00 40 16.0 12.0 16.0 12.63 152 6.1 To grade 1 8.00 40 8.0' 4.0 8.0 11.69 47 1.9 Sum V = 7.9 s04-1at.x1s PROJECT : Turner Residence Page: (o JOB No. : # 01,57 Date '8/19 CLIENT Darren Diver Engr.: EJM FLOOR WEIGHTS ROOF Area Length Height Solid Weight Total (ft2) (ft) (ft) % (psf) (kips) Roof 1,600 10 16 Snow 1,600 0 0 Internal Walls 80 4.0 8 2 External Walls 160 4.0 70% 10 4 SUMMATION 23 FLOOR Area Length Height Solid Weight Total (ft2) (ft) (ft) % (psf) (kips) Roof 1,600 0 0 Snow 1,600 0 0 Internal Walls 80 4.0 8 2 External Walls 160 4.0 70% 10 4 SUMMATION 7 s04-labds PROJECT : Turner Residence Page: JOB No. : # 0157 Date 8/19 CLIENT : Darren Diver Engr.: EJM SEISMIC LOADS SD ASD Zone = 3 T (Ct*hn^0.75) = 0.19 Soil Profile = Sd R. = 5.50 5.50 Ca = 0.36 I = 1.00 Cv = .0.54 Cs (Cv*I/R*T) = 0.52 Na = 1.0 Cs max (2.5*Ca*I/R) 0.16 Nv = 1.0 Cs min (.11 *Ca*I) = 0.04 hn = 20.0 ft Ev (.5*Ca*I) = 0.18 Ct = 0.02 r factor = 1.50 V = 0.43 0.25 DISTRIBUTION Level wi E (ASD) (kips) '(kips) Roof 23 5.6 Floor 7 1.7 Sum = 30 7.3 < 1.4 x W = 8.3 Wind Governs 044atxls PROJECT : Turner Residence Page: JOB No. : # 0157 'Date 8/19 CLIENT, : Darren Diver, Engr..: EJM L,2��T - PROJECT : Turner Residence JOB No. : # 0157 CLIENT : Darren Diver ROOF DIAPHRAGM A (F/R Load = 4.0 x Shear = 4.0 / Moment = 4.0 x Chord Forc = 26 USE Diaphragm # ROOF DIAPHRAGM A (S/S) Load Shear Moment Chord Force USE = 6.1 x = 6' / 6 x 30 x Diaphragm # Page : '? Date 8/19 Engr.: EJM 40.0 / Span = 40.0 ft 2 40.0 Depth = 40.0 ft 40.0 / 40 = 4-.0 k 40 x 2 = 51 plf 40.0 / 8 = 20 k -ft 1000 1 / 40 = 505 Ib / I�r" tiv MA-PW W- � ok :, d f 1 40.0 / 40 40 x 2 40.0 / 8 1000 / 40 1 Span = 40.0 Depth = 40.0 = 6.1 = 76 = 30 = 758 ft ft k plf k -ft Ib PROJECT : Turner Residence JOB No. : # 0157 CLIENT : Darren Diver SHEAR WALLS FND TO ROOF WALL 1 Page : ! Date 8/19 Engr.: EJM L = 5.0 ft H = 8.0 ft Trib = 0.0 % of wall = 5.0 / 12.5 = 0.4 Dia. Load = 4.0 x 0.5 x 0.4 = 808 Ib Wall Shear = 808 /' 5.0 = 162 plf 0.9 Dead = 11 x .10.0 + 8.0 x 10.0 = 182 plf OTM = 808 x 8.0 - 182 x 13 = 4191 Ib -ft H Ian = 4191 / .5.0 = 838 Ib Stud load = 6466 / 5.0 = 1293 Ib # of anchors = 808 / 870 = 0.93 USE Wall # A Anchors min. 5/8" bolts @ 6.0 ft 'WALL 2 L = 15.0 ft H = 8.0 ft Trib = 0.0 % of wall = 15.0 / 15.0 _ 1.0 Dia. Load = 4.0 x 0.5 x 1.0 = 2021 Ib Wall Shear = 2021 / 15.0 _ 135 plf 0.9 Dead = 6 x 10.0 + 8.0 x -10.0 = 132 plf OTM = 2021 x 8.0 - 132 x 113 = 1316 Ib -ft Hold = 1316 / 15.0 = 88 Ib Stud load = 16166 / 15.0 = 1078 Ib # of anchors = 2021 / 870 = 2.32 USE Wall # A Anchors min. 5/8" bolts @ 7.0 it WALL 3 L = 3.5 ft H = 8.0 ft Trib = 0.0 % of wall = 3.5 / 12.2 = 0.3 Dia. Load _ 6.1 x 0.5 x 0.3 = 870 lb Wall Shear = 870 / 3.5 = 248 plf 0.9 Dead = 3 x 10-0- + 8.0 x 10.0 = 102 plf .OTM = 870 x 8.0 - 102 x 6 = 6332 Ib -ft old Down 6332 / 3.5 = 1809^ Ib Stud load = 6957 / 3.5 = 1988 Ib # of anchors = 870 / 870 = 1.00 USE Wall # A Anchors min. 5/8" bolts @ 4.0 ft PROJECT : Turner Residence Page: JOB No. : # 0157 Date 8/19 CLIENT : Darren Diver Engr.: EJM WALL 4 L = 10.0 ft H = 8.0 ft Trib = 0.0 % of wall . = 10.0 / 10.0 = 1.0 Dia. Load = 6 x 0.5 x 1.0 = 3031 Ib Wall Shear = 3031 / 10.0 = 303 plf 0.9 Dead = 4 x 10.0 + 8.0 x 10.0 = 112 plf OTM = 3031 x 8.0. - 112 x 50 = 1.9E+4 Ib -ft Hold Down = 18649 / 10.0 = 1865 Ib St -0 -toad _ 24249 / 10.0 = 2425 Ib # of anchors = 3031 / 870 = 3.48 USE Wall # B Anchors min. 5/8" bolts @ 3.0 ft PROJECT : Turner Residence JOB No. : # 0157 CLIENT : Darren Diver Page: 1 Z Date 8/19 Engr.: EJM SHEAR WALL DESIGN SHEATHING WALL SHEATHING NAILING v FRMG. PLT. END STUD [�. A 1� B C D E F 3/8" CDX 8d @ 6" 260 plf 2x @ 16" 2 x 2-2x4 CMSTC-16 3/8" CDX 8d @ 4" 350plf 2x @ 16" 2 x 2-2x4 6795 3/8" CDX 8d @ 4" 380 plf 2x @ 16" 3 x 2-2x4 3/8" CDX 8d @ 3" 490 plf 3x @ 48" 3 x 2-2x4 3/8" CDX 8d @ 2" 640 plf 3x @ 48" 3 x 4x6 2-3/8" CDX I 8d @ 2" 1 1280 plf 3x @ 48" 1 3 x 4x6 Note: Use 8d nails @ 6" in the field HOLD DOWNS TYPE MODEL T 18 16 14 12 8 10 14 2 5 10A 14A 15 NOTE 1 2 3 Anchor Embed SET Epoxy Dia x Embed CS -18 1270 CMSTC-16 4690 CMST-14 6795 CMST-12 9640 STHD8 _ 2210 0.00 STHD10 2880 STHD14 4295 PHD2 3610 SSTB16 13 5/8" x 5" PHD5 4685 SSTB24 21 5/8" x 5" HD10A -8310 SSTB28 25 7/8" x 8" H D 14A 11080 Type 'A' 36 , 1 " x 9" H D 15 15305 Type 'B' I See spec. 1 1/4" x 12" �e % Unless noted otherwise all nails to be common nails. 16d nails are always sinkers. At gable ends extend shear wall type & nailing to roof sheathing. Double studs used at holddowns to be nailed together with 16d at 6"oc. s04A-sum.As PROJECT : Turner Residence JOB No. : # 0157 CLIENT : Darren Diver ROOF / FLOOR DIAPHRAGM DESIGN SHEATHING DIAPHRAGM SHEATHING NAILING CAPACITY 1 -3/8" CDX UnBlocked 8d @ 6" , 160 ,plf Note: Use 8d nails @ 12" in the field Page : f S Date 8/19 Engr.: EJM s04A-sum.x1s MiTek Industries Inc 3033 GOLD CANAL DRIVE SUITE 201) RANCHO CORDOVA CA 95670 MiTek®. USA FAX (916) 631 8225 TELEPHONE (91fi) 631 7611 February 12, 2001 Trojan Truss Company P.O. Box 85 County Road 25 between 99 West and I-5 Orland, CA 95963 RE: Trusses supporting A.C. Loads MiTek Industries, Inc. truss designs are adequate to support up to an additional 150 pounds per truss due to mechanical loads. If this load falls at a panel point, no revision to the engineering is necessary. If it falls in between panel points, a 2X scab of equal size and grade as the top cord is required for the full panel length carrying the load. Attached with l Od nails at 12" o.c. These rules only apply to residential 2' o.c. truss applications with greater than 3/12 pitch. If you have an ns, please call meat 1-800-772-5351. RpfE Sincere Chief E'!i Western Ry/ek 6"J `Z3 93 Koh [ 07951`842 ) Customer TURNER -ENDEAVOR Thu Nov 21 08:47:59 2002 Protect #: 813TUR Truss ID A Family•# 114 Span 46-0 Quantity 7 Top Pitch 4/12 ACES -32 ver.2.0. BSo (3/30/1999) PLATE OFFSETS (X -LEFT, Y -TOP): [j2.3, 31. (j3-2. 1.51, [j8-3, 31, (j 12-3. 2), Ij14-3, 21. 4 2-0 5-11-6 12-2-12 ,17-0-7 23-0 28-11-9 ,33-9-4 40-0-10 , 46-0 12-0 5-11-6 6-3-6 4-9-11 5-11-9 5-11-9 4-9-11 6-3-6 5-11-6 5X6 5 AXQ 1X4 1X4 4X 5X6 4A 5X96 3X4 1X4 5-11-6 12-2-12 17-0-7 23-0 28-11-9 33-9-4 40-0-10 46-0 5-11-6 6-3-6. 4-9-11 5-11-9 5-11-9 4-9-11 6-3-6 5-11-6 L. HL TO PK:24-2-15 R. HL TO PK :24-2-15 LEFT HEIGHT:0-3-14 SPAN:46-0 RISE:7-11-14 RIGHT HEIGHT:0-3-14 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-220,190 L D TOP 2-3=0.452 TOP CHORO:2X4 No.1&Btr GR OF -L TOP 16 10 BOTT 9-10=0.486 BOT CHORD:2X4 No.1&Btr GR OF -L BOTT 0 8 LL.DEFL.@11=0.10 < L/240 WEBS :2X4 STANDARD GR OF -L LUMB = 1.25 PLATE = 1.25 SPACING : 24.0 in. o.. cUBC 97-ICBO,ANSI/TPI95 ,STR.INC.: REPETITIVE STRESSES USED NO. OF MEMBERS = 1 DEFLECTION (IN.) L.L- 0.10. D.L=0.12, T.L=0.22 l►F Ciew.. 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss REACTIONS, SIZE: 1=-206, 5.50 9--1155,5.50 15--2008.5.50 _ Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. UPLIFTS (LBS): 1-154, 9-183, 15-31 HORIZ. (LBS): 1=53 FORCES - LOAD CASE #1 TOP CHORD: 1-2- 377 , 2-3= 1044, 3-4=-225 , 4-5=-765 , 5-6--765 . 6-7=-1392, 7-8=-1886, 8-9=-2492. BOTTOM CHORD: 9-10= 2352, 10-11= 2352. 11-12= 1789, 12-13= 1320. 13-14= 213, 14-15=-990, 15-16=-356. 16-1=-356, WEBS: 2-16= 96, 2-15=-666, 3-15=-1717, 3-14= 1582, 4-14=-941, 4-13= 709, 5-13= 174, 6-13=-822, 6-12= 486, 7-12=-617, 7-11= 268. 8-11=-590, 8-10= 96, WEB 6-13 BRACED at 112 POINTS AS SHOWN ABOVE TRUSS CHECKED FOR 80 M.P.H WIND, ENCL.BLOG..WALL HGT. 10 FT, BLDG. CAT. I. EXP. CAT. C. 18(10+8) PSF OL, 100.00 MI FROM OCEANLINE(ASCE7-9: TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 8.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE 16-8, UBC -94 } TOP CHORD BRACING @ 24' O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD •ll ^ � � ~ CONTINUOUSLY BRACED @ 10'0'0.C. UNLESS RIGIDLY SHEATHED. LATERAL R 0 •�(�' L "- ^1002 BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REQD) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION. ON G "It A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USEI 1p Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual �•fQ•:� building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of XP -30-04 component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector.�� m� Additional bracing J, �tvtl- permanent of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- SOF l►F Ciew.. 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss _ Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/ ' 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 J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties. 1/8, ~ C2 J5 2 Cut members to bear tightly against each 0 a 0 �, 0 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane U at joint locations. For 4 x 2 orientation, locateC8 a. 4. Unless otherwise noted, location chord splices C7 plates 1/8" from outside edge of at 114 panel length (±6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS A J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 19`Yo at time of 'This symbol indicates the fabrication. required direction of slots in connector plates. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and 'For tabular plating format refer to the is the responsibility of truss fabricator. General MiTek/Gang-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension is the width 4 x 4 to slots. Second all respects, equal to or better than the grade perpendicular BOCA 86-93, 85-75, 91-28 specified. dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided at spacing shown on design. LATERAL BRACING ICBO 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ft. Indicates location of required q SBCCI 87206, 86217, 9190 spacing, or less, if no ceiling is installed, unless otherwise noted.:_, continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N r! -, -., '% 12. Anchorage and/or load transferring connections* to trusses are the responsibility of others unless shown. Im BEARING 13. Do not overload roof or'floo� trusses with stacks of construction matdrials! fi �? Indicates location of joints at s 14. Do not cut or alter truss members or plate without - which bearings (supports) occur.MITek 999e'll Industries, Inc. prior approval of a professional engineer. 0 15. Care should be exercised in handling, erection ' and installation of trusseN :�-.;,''TM PANEL HYDRO AIR ® CLIP ©1993 Mitek Holdings, Inc. GANG -NAIL ACES -32 ver.2.0. Bld (3/30/1999) 1 PLATE OFFSETS (X -LEFTY -TOP): [j3=3.31, IjB=3.31. [j 14-3,21. Ij16-4, 1.51, Ij17-3,21. 4; 2-0 41-0 6-2-12 12-5-817-8-12, 23-0 29-0 ,33-8 ,38-3-8 , .46-0 .2-Q 6-2-12 6-2-12 5=3-4 5-3-4 6-0 4-8 4-7-8 2-8-8'5-0 5X6 5 3X4 4 3X4 6 41-0 6-2-12 12-5-8 17-8-12 23-0 29-0 33-8 38-3-8 46-0 6-2-12 6-2-12 5-3-4 5-3-4 6-0 4-8 4-7-8 2-8-8 5-0 10 L. HL TO PK:24-2-15INTERNAL RISE:2-9-1 R. HL TO PK :24-2-15 LEFT HEIGHT: 0-3-14 SPAN: 46=03_\ RISE: 7-11-14 RIGHT HEIGHT: 0-3-14 LOADING (PSF) MAX STRESSES'* MINIMUM GRADE OF LUMBER PLATES:M20-220,19C L D TOP 2-3-0.652 TOP CH0RO:2X4 No.16Btr GR DF -L TOP 16 10 BOTT 11-12=0.496 BOT CHORO:2X4 No.16Btr GR DF -L BOTT O B LL.OEFL.@13=0.25 < L/240 WEBS :2X4 STANDARD GR DF -L STR.INC.: LUMB - 1.25 PLATE - 1.25 REPETITIVE STRESSES USED DEFLECTION (IN.) L.L- 0.25, D.L=0.28, T.L=0.53 REACTIONS, SIZE: 1- 333, 5.50 10--969,5.50 17--2663.3.50 UPLIFTS (LBS): 1=333, 10-111, HORIZ. (LBS): 1=13 FORCES - LOAD CASE t1 SPACING • 24.0 in. o. cUBC 97-ICBO,ANSI/TPI95 NO. OF MEMBERS - 1 TOP CHORD: 1-2- 1826, 2-3- 2517, 3-4= 702 . 4-5--240'. 5-6--240 , 6-7=-1588, 7-8=-2500, • 8-9=-3303, 9-10=-3648, BOTTOM CHORD: 10-11- 3483, 11-12- 3487, 12-13- 3176, 13-14- 2404, 14-15- 1527, 15-16=-675. 16-17=-2421, 17-18=-1724, 18-1--1724, WEBS: 2-18-.98. 2-17--701, 3-17--1950, 3-16= 2031, 4-16=-1279, 4-15= 1140, 5-15=-141, 6-15=-1529, 6-14= 9B7, 7-14=-902, 7-13= 302, 8-13=-768, 8-12= 164, 9-12=-311, 9-11= 32 , WEB 6-15 BRACED at 112 POINTS AS SHOWN ABOVE TRUSS CHECKED FOR 80 M.P.H WIND, ENCL.BLOG.,WALL HGT. 10 FT,BLOG. CAT. I,EXP. CAT. C. 18(10+8) PSF DL, 100.00 MI FROM OCEANLINE(ASCE7-9: TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 8.00 PSF DEAD LOAD ON BOTTOM CHORD PERTABLE 16-B, UBC -94 TOP CHORD BRACING ® 24' O.C. UNLESS RIGIDLY SHEATHED, BOTTOM AUG 15 2002 CHORD CONTINUOUSLY BRACED ® 10' 0' O.C. UNLESS RIGIDLY SHEATHED l� EMBERBRACING EB S, WHERE REQUIRED. ARE AS SHOWN ABOVE FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REQ D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSESCOMMENTARY AND {{ j} ; �iC:nr RECOMMENDATION. �UI ,�� y WARNING - Ve;-ify desi xro-crnre m wnd READ NOTES ON THIS AND REVERSE SIDE BEFORE USE ( �v Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual buildingcom onent to be installed and loaded vertically. Applicability of design parameters and -proper incor oration of. P Y PP Y 9 PP y , component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual �✓�[•, 9"3C'W' �r web members only. Additional temporary bracing to insure stability during construction is the responsibility. of the erector. :Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance 1I r, /! regafding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB-� �P�(r, t f a'nt•J�� 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss��^p1:�r,�t��� !' Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. ' ~�";-,;;....'-•" [ 07265282 ] Customer TURNER -ENDEAVOR ID B1 Tue Aug 13 Family # 11:02:45 2002 222 Project #: 613TUR Truss 46-0 Quantity 4 Top Pitch 4/12 Span Seat cut 0-5-8 Bot pitch 2/12 ACES -32 ver.2.0. Bld (3/30/1999) 1 PLATE OFFSETS (X -LEFTY -TOP): [j3=3.31, IjB=3.31. [j 14-3,21. Ij16-4, 1.51, Ij17-3,21. 4; 2-0 41-0 6-2-12 12-5-817-8-12, 23-0 29-0 ,33-8 ,38-3-8 , .46-0 .2-Q 6-2-12 6-2-12 5=3-4 5-3-4 6-0 4-8 4-7-8 2-8-8'5-0 5X6 5 3X4 4 3X4 6 41-0 6-2-12 12-5-8 17-8-12 23-0 29-0 33-8 38-3-8 46-0 6-2-12 6-2-12 5-3-4 5-3-4 6-0 4-8 4-7-8 2-8-8 5-0 10 L. HL TO PK:24-2-15INTERNAL RISE:2-9-1 R. HL TO PK :24-2-15 LEFT HEIGHT: 0-3-14 SPAN: 46=03_\ RISE: 7-11-14 RIGHT HEIGHT: 0-3-14 LOADING (PSF) MAX STRESSES'* MINIMUM GRADE OF LUMBER PLATES:M20-220,19C L D TOP 2-3-0.652 TOP CH0RO:2X4 No.16Btr GR DF -L TOP 16 10 BOTT 11-12=0.496 BOT CHORO:2X4 No.16Btr GR DF -L BOTT O B LL.OEFL.@13=0.25 < L/240 WEBS :2X4 STANDARD GR DF -L STR.INC.: LUMB - 1.25 PLATE - 1.25 REPETITIVE STRESSES USED DEFLECTION (IN.) L.L- 0.25, D.L=0.28, T.L=0.53 REACTIONS, SIZE: 1- 333, 5.50 10--969,5.50 17--2663.3.50 UPLIFTS (LBS): 1=333, 10-111, HORIZ. (LBS): 1=13 FORCES - LOAD CASE t1 SPACING • 24.0 in. o. cUBC 97-ICBO,ANSI/TPI95 NO. OF MEMBERS - 1 TOP CHORD: 1-2- 1826, 2-3- 2517, 3-4= 702 . 4-5--240'. 5-6--240 , 6-7=-1588, 7-8=-2500, • 8-9=-3303, 9-10=-3648, BOTTOM CHORD: 10-11- 3483, 11-12- 3487, 12-13- 3176, 13-14- 2404, 14-15- 1527, 15-16=-675. 16-17=-2421, 17-18=-1724, 18-1--1724, WEBS: 2-18-.98. 2-17--701, 3-17--1950, 3-16= 2031, 4-16=-1279, 4-15= 1140, 5-15=-141, 6-15=-1529, 6-14= 9B7, 7-14=-902, 7-13= 302, 8-13=-768, 8-12= 164, 9-12=-311, 9-11= 32 , WEB 6-15 BRACED at 112 POINTS AS SHOWN ABOVE TRUSS CHECKED FOR 80 M.P.H WIND, ENCL.BLOG.,WALL HGT. 10 FT,BLOG. CAT. I,EXP. CAT. C. 18(10+8) PSF DL, 100.00 MI FROM OCEANLINE(ASCE7-9: TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 8.00 PSF DEAD LOAD ON BOTTOM CHORD PERTABLE 16-B, UBC -94 TOP CHORD BRACING ® 24' O.C. UNLESS RIGIDLY SHEATHED, BOTTOM AUG 15 2002 CHORD CONTINUOUSLY BRACED ® 10' 0' O.C. UNLESS RIGIDLY SHEATHED l� EMBERBRACING EB S, WHERE REQUIRED. ARE AS SHOWN ABOVE FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REQ D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSESCOMMENTARY AND {{ j} ; �iC:nr RECOMMENDATION. �UI ,�� y WARNING - Ve;-ify desi xro-crnre m wnd READ NOTES ON THIS AND REVERSE SIDE BEFORE USE ( �v Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual buildingcom onent to be installed and loaded vertically. Applicability of design parameters and -proper incor oration of. P Y PP Y 9 PP y , component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual �✓�[•, 9"3C'W' �r web members only. Additional temporary bracing to insure stability during construction is the responsibility. of the erector. :Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance 1I r, /! regafding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB-� �P�(r, t f a'nt•J�� 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss��^p1:�r,�t��� !' Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. ' ~�";-,;;....'-•" Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1 3/, • 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 J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties. y8+ C2 C3 J5 2. Cut members to bear tightly against each o of other, �, 0 3. Place plates on each face of truss at each 3 joint and embed fully. Avoid knots.and wane CL �yI v at joint locations. ' For 4 x 2 orientation, locatece a 4. Unless otherwise noted, location chord splices c, 0 plates 1/8" from outside edge of at 114 panel length (t6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS A J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of 'This symbol indicates the fabrication. required direction of slots in connector plates. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and 'For tabular plating format refer to the is the responsibility of truss fabricator. General MITek/Gang-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension is the width 4 x 4 to slots. Second all respects, equal to or better than the grade perpendicular BOCA 86-93, 85-75, 91-28 specified. dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided at spacing shown on design. LATERAL BRACING ICBO 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless Indicates location of required SBCCI 87206, 86217, 9190 otherwise noted. continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless , shown. - �� TM BEARING 13. Do not overload roof or floor trusses with stacks of construction materials. Indicates location of joints at 14. Do not cut or alter truss members or plate without which bearings (supports) occur.MITek Industries, Inc. prior approval of a professional engineer.; ® 15. Care should be exercised in handling, erection and installation of trusses.. TM HYDRO-A/R o PANEL CLIP ©1993 Mitek Holdings, Inc. GANG-NAILQD ACES -32 Ver.2. 0, Bld (3/30/1999) TROJAI PLATE OFFSETS (X -LEFT, Y- TOP): [j2-3. 1.51. [j3=3, 31. Ij6.2. 1.5). [j8=3.31. (114-4, 2), [j 17-4.5. 21. 2-0 41-0 F-- 6-2-12 12-5-8 17-8-12,23-0 29-0 .33-8 .38-3-8 , ,46-0 r2 Q 6-2-12 6-2-12 5-3-4 5-3-4 6-0 4-8 4-7-8 2-8-8 5-0 4: 5X6 5 3X4 4 3X6 6 AV10 10 41-0 6-2-12 12-5-8 17-8-12 23-0 29-0 33-8 38-3-8 46-0 6-2-12 6-2-12 5-3-4 5-3-4 6-0 4-8 4-7-8 2-8-8 5-0 L. HL TO PK:24-2-15 INTERNAL RISE:2-9-1 R. HL TO PK :24-2-15 LEFT HEIGHT: 0-3-14 SPAN:+;46=0 j, RISE: 7-11-14 RIGHT HEIGHT: 0-3-14 LOADING (PSF) MAX STRESSE-S--___V MINIMUM GRADE OF LUMBER PLATES:M20-220,190 L D TOP 6-7=0.925 TOP CHORD:2X4 No.i&Btr GR DF -L TOP 16 10 BOTT 11-12=0.740 BOT CHORO:2X4 No.i&Btr GR OF -L BOTT O B LL.DEFL.@13=0.48 < L/240 WEBS :2X4 STANDARD GR OF -L STR.INC.: LUMB - 1.25 PLATE = 1.25 SPACING • 24.0 in. o. CUBC 97-ICBO,ANSI/TPI95 REPETITIVE STRESSES USEDNO. OF MEMBERS = 1 . DEFLECTION (IN.) L.L= 0.48.0.L -0.54.T . L-1.02 WEB: 2-17 TO BE 2x4 NO.1&Btr GR OF -L REACTIONS, SIZE: 1- 602.5 - 50 10--1340.5.50 18--2617.3.50 UPLIFTS (LBS): 1-602. 10-96, HORIZ. (LBS): 1-13 FORCES - LOAD CASE /1 TOP CHORD: •1-2- 2810, 2-3--597 , 3-4--1463, 4-5=-1738, 5-6--1738, 6-7--3820, 7-8--4693, 8-9--5414, 9-10--5660, BOTTOM CHORD: 10-11= 5403, 11-12= 5410, 12-13= 5207, 13-14= 4514, 14-15= 3674, 15-16= 1408. 16-17= 574, 17-18=-2652, 18-1--2652, WEBS: 2-18--2519, 2-17- 3396, 3-17--1087, 3-16- 970, 4-16--567, 4-15- 332, 5-15- 806, 6-15=-2362, 6-14- 1676, 7-14--864, 7-13- 279, 8-13--689, 8-12- 128, 9-12--204, 9-11- 17 NOTE: PROVIDE FOR 0.38 IN. HORIZONTAL DISPLACEMENT AT ONE BEARING WEB 6-15 BRACED at 1/2 POINTS AS SHOWN ABOVE TRUSS CHECKED FOR 80 M.P.H WIND, ENCL.BLDG..WALL HGT. 10 FT,BLOG. CAT. I,EXP. CAT. C,18(10+8) PSF OL,100.00 MI FROM OCEANLINE(ASCE7-9: TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 8.00 PSF DEAD LOAD ON BOTTOM CHORD PE-AJJ6E JIE5B,? p 94 TOP CHORD BRACING @ 24.O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED Q 10' 0' O.C. UNLESS RIGIDLY SHEATHED LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRE D BRACING OF WEB std: MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE.FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REQ D) REFER TO TPI PUBLICATION HIS -91 BRACING WOOD TRUSSESCOMMENTARY AND A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE f7 ' • ..�> ... 4�t1 Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of desigri parameters and proper incorporation of "' +* componerit Is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual '3:,_ web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. TM Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- \ `(%' T ..,,.,.,.,,,.. \x 89 Biecing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss �r OF C%\t f Plate Institute, 583 D'Onolrlo Drive, Madison, WI 53719 MITek Industries, Inc. '� ::-;,,�.rr•� I 072652BI ) Customer TURNER -ENDEAVOR 82 Tue Aug 13:11:02:37 Family # 2002 222 Project #: 813TUR Truss ID 46-0 Quantity 6 Top Pitch 4/12 Span Seat cut 0-5-8 Bot pitch 2/12 ACES -32 Ver.2. 0, Bld (3/30/1999) TROJAI PLATE OFFSETS (X -LEFT, Y- TOP): [j2-3. 1.51. [j3=3, 31. Ij6.2. 1.5). [j8=3.31. (114-4, 2), [j 17-4.5. 21. 2-0 41-0 F-- 6-2-12 12-5-8 17-8-12,23-0 29-0 .33-8 .38-3-8 , ,46-0 r2 Q 6-2-12 6-2-12 5-3-4 5-3-4 6-0 4-8 4-7-8 2-8-8 5-0 4: 5X6 5 3X4 4 3X6 6 AV10 10 41-0 6-2-12 12-5-8 17-8-12 23-0 29-0 33-8 38-3-8 46-0 6-2-12 6-2-12 5-3-4 5-3-4 6-0 4-8 4-7-8 2-8-8 5-0 L. HL TO PK:24-2-15 INTERNAL RISE:2-9-1 R. HL TO PK :24-2-15 LEFT HEIGHT: 0-3-14 SPAN:+;46=0 j, RISE: 7-11-14 RIGHT HEIGHT: 0-3-14 LOADING (PSF) MAX STRESSE-S--___V MINIMUM GRADE OF LUMBER PLATES:M20-220,190 L D TOP 6-7=0.925 TOP CHORD:2X4 No.i&Btr GR DF -L TOP 16 10 BOTT 11-12=0.740 BOT CHORO:2X4 No.i&Btr GR OF -L BOTT O B LL.DEFL.@13=0.48 < L/240 WEBS :2X4 STANDARD GR OF -L STR.INC.: LUMB - 1.25 PLATE = 1.25 SPACING • 24.0 in. o. CUBC 97-ICBO,ANSI/TPI95 REPETITIVE STRESSES USEDNO. OF MEMBERS = 1 . DEFLECTION (IN.) L.L= 0.48.0.L -0.54.T . L-1.02 WEB: 2-17 TO BE 2x4 NO.1&Btr GR OF -L REACTIONS, SIZE: 1- 602.5 - 50 10--1340.5.50 18--2617.3.50 UPLIFTS (LBS): 1-602. 10-96, HORIZ. (LBS): 1-13 FORCES - LOAD CASE /1 TOP CHORD: •1-2- 2810, 2-3--597 , 3-4--1463, 4-5=-1738, 5-6--1738, 6-7--3820, 7-8--4693, 8-9--5414, 9-10--5660, BOTTOM CHORD: 10-11= 5403, 11-12= 5410, 12-13= 5207, 13-14= 4514, 14-15= 3674, 15-16= 1408. 16-17= 574, 17-18=-2652, 18-1--2652, WEBS: 2-18--2519, 2-17- 3396, 3-17--1087, 3-16- 970, 4-16--567, 4-15- 332, 5-15- 806, 6-15=-2362, 6-14- 1676, 7-14--864, 7-13- 279, 8-13--689, 8-12- 128, 9-12--204, 9-11- 17 NOTE: PROVIDE FOR 0.38 IN. HORIZONTAL DISPLACEMENT AT ONE BEARING WEB 6-15 BRACED at 1/2 POINTS AS SHOWN ABOVE TRUSS CHECKED FOR 80 M.P.H WIND, ENCL.BLDG..WALL HGT. 10 FT,BLOG. CAT. I,EXP. CAT. C,18(10+8) PSF OL,100.00 MI FROM OCEANLINE(ASCE7-9: TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 8.00 PSF DEAD LOAD ON BOTTOM CHORD PE-AJJ6E JIE5B,? p 94 TOP CHORD BRACING @ 24.O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED Q 10' 0' O.C. UNLESS RIGIDLY SHEATHED LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRE D BRACING OF WEB std: MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE.FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REQ D) REFER TO TPI PUBLICATION HIS -91 BRACING WOOD TRUSSESCOMMENTARY AND A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE f7 ' • ..�> ... 4�t1 Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of desigri parameters and proper incorporation of "' +* componerit Is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual '3:,_ web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. TM Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- \ `(%' T ..,,.,.,.,,,.. \x 89 Biecing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss �r OF C%\t f Plate Institute, 583 D'Onolrlo Drive, Madison, WI 53719 MITek Industries, Inc. '� ::-;,,�.rr•� Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property ♦ 1 3/Q ' 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 FK J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties. `Z Q J5 2. Cut members to bear tightly against each 0 other. 0 5 �., 0 3. Place plates on each face of truss at each 3 joint and embed fully. Avoid knots and wane = 0 " U at joint locations. ' For 4 x 2 orientation, locate � a 4. Unless otherwise noted, location chord splices C, 0 plates 1 /8" from outside edge of at 114 panel length (±6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS A J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of 'This symbol indicates the fabrication. required direction of slots in connector plates. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE J preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and 'For tabular plating format refer to the is the responsibility of truss fabricator. General MiTek/Gang-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension is the width 4 4 to slots. Second all respects, equal to or better than the grade x perpendicular BOCA 86-93, 85-75, 91-28 specified, dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided at spacing shown on design. LATERAL BRACING ICBG 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless Indicates location of required SBCCI 87206, 86217, 9190 otherwise noted. continuous lateral bracing. 40" WISC/DILHR 870040-N, 930013-N, 910080-N 12. Anchorage and/or load transfemng connections to trusses are the responsibility of others�unless shown. 'TM BEARIN99! 13. Do not overload roof or floor trusses with stacks of construction materials. Indicates location of joints at 14. Do not cut or after truss members or plate without which bearings (supports) occur.MIT@k IfTdUStfl@S, Inc. prior approval of a professional engineer. 15. Care should be exercised in handling; erection and installation of trusses. HYORO-A/R 0 PANEL CLIP ©1993 Mitek Holdings, Inc. GANG -NAIL ( 072652B3 1 Customer TURNER -ENDEAVOR Tue Aug 13 1.1:02:53 2002 Project #: 813TUR Truss ID DG1 Family # 314 Span 46-0 Quantity 2 Top Pitch : 4/12 ACES -32 Ver.2.0. Blo (3/30/1999) PLATE OFFSETS (X=LEFT,Y-TOP): (i3=6.31. [i4-5.21. [i5=3.51. [175.3). (it1-3.2). [112=6.21. [j13=3,2). ()t4=3.21, 2-0 �-0 8-0 15-6-14 23-0 1 30-5-2 38-0 t2-0 716-0 r2 -Q -4-0 4-0 7-6-14 7-5-2 7-5-2 7-6-14 4-0 4-0 4X6 1 • BRACE FLAT PART OF T.C.Qa yy1N.O.C. FR. JT -3- OMT-_ 3X4 10X12 4 ;!!!�7 66 t�x123X4 B 4X 6X6 7Xb� 4X10 7X6 4X9 8-0 12-0 5-6-1 23-0 30-5-2 38-0 1 46-0 8-0 4-0 -6-14 7-5-2 7-5-2 7-6-14 8-0 4X6 9 L. HL TO PK: 8-5-3 R. HL TO PK :6-5-3 LEFT HEIGHT: 0-3-14 ,SRAM- 46-0 RISE: 7-11-14 RIGHT HEIGHT: 0-3-14 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-220.190 L O TOP 3-4=0.888 TOP CHORD:2X4 No.16Btr GR OF -L TOP 16 10 BOTT 11-12-0.625 BOT CHORD:2X6 No.2 GR OF -L BOTT 0 e LL.OEFL.@11=0.21 < L/240 WEBS :2X4 STANDARD GR DF -L SPACING : 24.0 in. o. cUBC 97-ICBO.ANSI/TPI95 REPETITIVE STRESSES NOT USED NO. OF MEMBERS 2 DEFLECTION (IN.) L.L- 0.21. O.L-0.24, T.L-0.45 CHORD: 3-4: 4-5: 5-6: 6-7 TO BE 2X6 N0.2 GR DF -L WEB: 4-12 TO BE 2X4 No.16Btr GR OF -L REACTIONS, SIZE: 1=-82. 5.50 9=-2363.5.50 14=-5753. 3.50 UPLIFTS (LBS): 1-417; 9-630. 14wT"7 HORIZ. (LBS): 1-4 FORCES - LOAD CASE 11 TOP CHORD: • 1-2- 2228. 2-3- 2567• 3-4- 6039. 4-5--4769, 5-6--4769. 6-7--7280. 7-8--6167• 8-9--6460• BOTTOM CHORD: 9-10- 6120, 10-11- 5851. 11-12- 7279. 12-13--1447. 13-54--1447. 14-15--2435. 15-1--2111, WEBS: 2-15--340• 3-15- 881• 3-14--4302. 4-14--5628, 4-13- 220. 4-12= 6567, 5-12--966• 6-12--2653, 6-11--192. 7-11- 1511. 7-10- 935. 8-10--283, LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS) LUMBER PLATE TYPE 1 1.25 1.25 UNIFORM 1- 3- 52 3- 7- 130 7- 9- 52 9-10- 16 10-15- 40 15- 1- 16 CONCENTRATED 10- 635 15- 635 TRUSS CHECKED FOR 80 M.P.H WIND, ENCL.BLDG.. WALL HGT. 10 FT, BLDG. CAT. I. EXP. CAT C. 18 (10+8) PSF OL,AtgQ�00PY,_FROM OCEANLINE (ASCE?-9: CF.�.'.r<_t,' .' '- "' `,r�....'+�.,'!'��*`i�" ,c q���-�+'s�4�a6•�'�`�ad>��'�^'�`=ya- �r��fuu�-UU.�_,G.iii+ „� l/,� ,.�. 2 MEMBERS NAILED TOG. :W/i ROW (S) OF .,133x3 Sn NAILS t2� i o'.c.(TOPrCHS:).AND 1 ROw(S) OF .131x3 in. NAILS�,1 iOR (80TT.. CHS'))F or Webs use_S_ROW_of_NAILS 12 i__n o.c_. _rUP CHORD BRACING @ 24-.O.C. UNLESS RIGIDLY SHEATHED: BOTTOM_"_-_ ... CHORD CONTINUOUSLY BRACED @ 10' 0.O.C. UNLESS RIGIDLY SHEATHED LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRE D BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE.FOR ADDITIONAL FJtKMAN gg Sip ENRp{Q q� ' 4.: ,✓, �f;'N A,, WARNING - Verify dcT.RtiQ 4i �� t )gIgRf�A) qt &C" 1:§fSA 7JR VEKJ'E S%DE BEFORE USE RECO MENDATION. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design pargmeters'and proper incorporation of . _ _ . - �•� { �j 1 err component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary rybracin to insure stability during construction is the responsibility of the erector. nn r :)`• }1""a' %Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB-•�. 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss `rl? •''i. �(_.-,�"r L• ''��' " r r ;rf Plate Institute, 583 D'Onolrlo Drive, Madison, wl 53719 MiTek Industries, Inc. e�''a n,,;_.'__ C'f'• ;.�•y,r� Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure -to Follow Could Cause Property 1 3/' ' 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 J2 J3 J4 building designer, erection supervisor, property securely seat. . TOP CHORDS owner and all other interested parties. V " Ye c2 c3 J5 2. Cut members to bear tightly against each ~ 4 o other. 3. Place plates on each face of truss at each O joint and embed fully. Avoid knots and wane p at joint locations. For 4 x 2 orientation, locate 4. Unless otherwise noted, location chord splices 1 ce c7 cv 0 plates 1/8" from outside edge of at 114 panel length (±6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS A J8 J7 J6 - 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of 'This symbol indicates the fabrication. required direction of slots in connector plates. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE J preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and 'For tabular plating format refer to the is the responsibility of truss fabricator. General MiTek/Gang-Nall Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. ' 9. Lumber shall be of the species and size, and in The first dimension is the width 4 x 4 to slots. Second all respects, equal to or better than the grade perpendicular BOCA 86-93, 85-75, 91-28 specified. dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided at spacing shown on design. LATERAL BRACING ICBO 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed,, unless Indicates location of required SBCCI 87206, 86217, 9190 otherwise noted, continuous lateral bracing. 1�e WISC/DILHR 870040-N, 930013-N, 910080-N 12. Anchorage and/or load transferring cohnections to trusses are the responsibility of others unless shown. ad! TM13. BEARING Do not overload roof or floor trusses with stacks of construction materials. Indicates location of joints at 14. Do not cut or after truss members or plate without which bearings (supports) occur. MiTek Industries, Inc. prior approval of a professional engineer. 15. Care should be exercised in handling,-erection and installation of trusses. HYDRO A/R ® PANEL CLIP ©1993 Mitek Holdings, Inc. GANG-NAIL ( 07265284 1 Customer TURNER -ENDEAVOR Tue Aug 13 11:03:01 2002 Project #: B13TUR Truss ID OG2 Family # 314 Span 46-0 Quantity 2 Top Pitch : 4/12 ACES -32 ver.2.0.B1d(3/30/1999) PLATE OFFSETS (X=LEFT, Y=TOP): [12^3.21. [j3=5, 3I. [14-4.21. [j5-3.51. [j7-5.31. (ill -3.21. 1112-8.41, Ij13-3.21. (j15-4.31, 1116=4, 1.51, t 2-0 6-2-12 8-A r 15-6-14 23-0 r 30-5-2 38-0 t2-0 f16-0 ,2-9 6-2-121-9-4 7-6-14 7-5-2 7-5-2 7-6-14 4-0 4-0 4X7 1 • BRACE FLAT PART OF T.C.Qa 36 IN.O.C. FR. JT_�_TOJT_ K 4 cvy N __U - 3X7 6-2-12 8- 12-0 5-6-1 23-0 30-5-2 38-0 46-0 6-2-121-9-4 -6-14 7-5-2 7-5-2 7-6-14 8-0 4-0 4X7 9 L. HL TO PK: 6-5-3 R. HL TO PK :B-5-3 LEFT HEIGHT:O-3-14 SPAN:46-0 RISE:7-11-14 RIGHT HEIGHT:0-3-14 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-220,190 L D TOP 6-7=0.684 TOP CH0RO:2X4 No.16Btr GR DF -L TOP 16 10 BOTT 11-12-0.845 BOT CHORO:2X6 No.2 GR DF -L BOTT O B LL.OEFL.@11=0.37 < L/240 WEBS :2X4 STANDARD GR DF -L SPACING : 24.0 in. o. cUBC 97-ICBO,ANSI/TPI95 REPETITIVE STRESSES NOT USED NO. OF MEMBERS - 2 DEFLECTION (IN.) L.L- 0.37, O.L=0.41, T.L=0.78 CHORD: 3-4; 4-5; 5-6; 6-7 TO BE 2x6 No .2 GR OF -L WEB: 2-15; 3-14 TO BE 2X4 No.16Btr GR OF -L REACTIONS, SIZE: 1=-542, 5.50 9=-2921.5.50 16=-7053,3.76 UPLIFTS (LBS): 1-2274, 9-770, 16-1769 HORIZ. (LBS): 1-4 FORCES - LOAD CASE 31 TOP CHORD:. 1-2- 8207, 2-3- 3353, 3-4--1300. 4-5--9786. 5-6--9786, 6-7--10661, 7-8--7920, 8-9--8203, BOTTOM CHORD: 9-10- 7772, 10-11- 7514, 11-12- 10661. 12-13- 5207, 13-14- 5207, 14-15=-3181, 15-16--7779, 16-1--7779. WEBS: 2-16--6991, 2-15- 6968, 3-15--4506, 3-14- 5348. 4-14--4789, 4-13- 220, 4-12- 4838, 5-12--966, 6-12=-924, 6-11--783, 7-11- 3328, 7-10- 931, 8-10--271, LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS) LUMBER PLATE TYPE 1 1.25 1.25 UNIFORM 1- 3- 52 3- 7- 130 7- 9- 52 9-10- 16 10-15- 40 15- 1- 16 CONCENTRATED 10- 635 15- 635 TRUSS CHECKED FOR 80 M.P.H WIND, ENCL.BLOG., WALL HGT. 10 FT, BLDG. CAT. I, EXP. CAT. C, 18 (10+8) PSF DLAOO'M5FPn2CEANLINE (ASCE7-9: 11�24MEMBERS'NAILED TOG. 'W/1`RON (TOPUCHS.) `AND -,I -ROW (S)!OF+,f 131x3 ink NAILS- S7 in. 87[ (8077. CHS ) For Webs users --ROW of,_NAILS 12 in. o c w -•.-m-......3]--.-..: `7777 _ TOP CHORD BRACING` @- 24' O.C. UNLESS RIGIDLY SHEATHED, BOTTOM -_ Y , CHORD CONTINUOUSLY BRACED (d 10' 0' O.C. UNLESS RIGIDLY SHEATHED LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRE D BRACING OF WEB / �::r ..•� �.�' . MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE.FOR ADDITIONAL A, WARNING REQD) REFER TO :� r Lr� WARNING - Verify des� Ci�pTMb�N)-GS�Wli fTRP�,$F;SPeP itNMT8RYLA@1P_'FORE USE .. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building com orient to be installed and loaded vertical) . Applicability of design parameters and proper incorporation of r - P _ Y PP Y 9 P P P P component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual- 'J1! ."1"4 web'members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance j�l t' Clwtu ' regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- ,,,,,,.••� r1 89 B46ng Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss �''F(�F @. N-1.1 Plate Institute, 583 D'Onofrfo Drive, Madison, WI 53719 MITek Indus ffies' Inc. Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 'Failure tofollow Could Cause Property 1 3/4 ' 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 J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties. Vs 1/88 C2 Q J5 2. Cut members to bear tightly against each 0 0 �., 3 0 other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane v at joint locations. ' For 4 x 2 orientation, locate a 4. Unless otherwise noted, location chord splices c9 C7 C6 10 plates 1/8" from outside edge of at 114 panel length (t6" from adjacent joint.) f truss and vertical web. BOTTOM CHORDS J1 J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 190/. at time of 'This symbol indicates the fabrication. required direction of slots in connector plates. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and 'For tabular plating format refer to the is the responsibility of truss fabricator. General MiTek/Gang-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension is the width 4 x 4 to slots. Second all respects, equal to or better than the grade perpendicular BOCA 86-93, 85-75, 91-28 specified. dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided at spacing shown on design. LATERAL BRACING ICBO 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ft. Indicates location of required SBCCI 87206, 86217, 9190 spacing, or less, if no ceiling is installed -unless otherwise noted. continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N-' It12. Anchorage and/or load transferring connections ' to trusses are the responsibility of others unless_ ` shown. ; TM BEARING 13. Do not overload roof or floor -trusses with'stacks of construction materials. Indicates location of joints at 14. Do not cut or after truss members or plate without which bearings (supports) occur. MiTek Industries, Inc. prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. - - TM HYORO A/R o PANEL CLIP ©1993 Mitek Holdings, Inc. GANG -NAIL r ICustomer TURNER—ENDEAVOR Project #: 813TUR Truss ID Span B-0 Quantity ACES -32 ver.2.0.1310(3/30/1999) 3 Tue Aug 13 11: 02: 27 2002 EJ Family # 205 44 Top Pitch 4/12 2-0 8—O 8-0 2 TROJAN FORCES - LOAD CASE #1 TOP' CHORD: 1-2= 0 2-3- 0 BOTTOM CHORD: 3-1- 0. WEBS: TRUSS CHECKED FOR 80 M.P.H WIND, ENCL. BLDG.. WALL HGT. 10 FT. BLDG. CAT. I, EXP. CAT. C, 18(10+8) PSF OL. 100.00 MI FROM OCEANL I NE (ASCE7-9: TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 8.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE 16-B. UBC -94 I UP UHUKU BKAUINU (Cp 24- O.C. UNLESS KIGI(7LY'SHEA I'HED: BU I IUM " CHORD CONTINUOUSLY BRACED @ 10' 0' O.C. UNLESS RIGIDLY SHEATHED LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRE D BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE.FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSESCOMMENTARY AND RECOMMENDATION. AUG 15 2002 • QR<�=tS,•'•/QA� r -WARNING.- Verifydesignparanzetersand READ NOTES ON THIS AND REVERSE SIDE BEFORE USE %O �. �cv Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual '� .x� � ' � building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation o.f f s component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. nn 1: i C1ViL �h '..Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- �T�OFCALW ' 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss - Plate Institute, 583 D'Onofrlo Drive, Madison, Wl 53719.. MiTek Industries, Inc. 8-0 8-0 L. HL TO PK: B,-5-3 LEFT HEIGHT:0-3-14 SPAN:B—O RISE:2-11-14 RIGHT HEIGHT:'2=.11-14 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER I PLATES:M20-220,190 L D TOP 1-2=0.579 TOP CHORD: 2X4 No.16Btr GR OF—L TOP 16 10 BOTT 3-1=0.401 BOT CHORD:2X4 No.16Btr GR OF—L BOTT 0 B LL.DEFL..< L/240 WEBS :2X4 STANDARD GR DF—L STR.INC.: LUMB — 1.25 PLATE — 1.25 SPACING - 24.0 in. o. cUBC 97—ICBO,ANSI/TPI95 REPETITIVE STRESSES, USED NO. OF MEMBERS = 1 DEFLECTION (IN.) L.L= 0.00, D.L=0.00, T.L=0.00 REACTIONS. SIZE: 1--398.3.50 3--139.3.50 2--200, 1 .50 UPLIFTS (LBS) : 1=132, 2=94 HORIZ. (LBS): i-105 FORCES - LOAD CASE #1 TOP' CHORD: 1-2= 0 2-3- 0 BOTTOM CHORD: 3-1- 0. WEBS: TRUSS CHECKED FOR 80 M.P.H WIND, ENCL. BLDG.. WALL HGT. 10 FT. BLDG. CAT. I, EXP. CAT. C, 18(10+8) PSF OL. 100.00 MI FROM OCEANL I NE (ASCE7-9: TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 8.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE 16-B. UBC -94 I UP UHUKU BKAUINU (Cp 24- O.C. UNLESS KIGI(7LY'SHEA I'HED: BU I IUM " CHORD CONTINUOUSLY BRACED @ 10' 0' O.C. UNLESS RIGIDLY SHEATHED LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRE D BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE.FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSESCOMMENTARY AND RECOMMENDATION. AUG 15 2002 • QR<�=tS,•'•/QA� r -WARNING.- Verifydesignparanzetersand READ NOTES ON THIS AND REVERSE SIDE BEFORE USE %O �. �cv Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual '� .x� � ' � building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation o.f f s component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. nn 1: i C1ViL �h '..Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- �T�OFCALW ' 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss - Plate Institute, 583 D'Onofrlo Drive, Madison, Wl 53719.. MiTek Industries, Inc. Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3 ' 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 J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties. 1/84 C2 " J5 2. Cut members to bear tightly against each 0 other. 0 �, 3 0 L. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane p " at joint locations. ' For 4 x 2 orientation, locate � a 4. Unless otherwise noted, location chord splices C8 C7 C, D plates 1/8" from outside edge of at 114 panel length (±6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS A J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of 'This symbol indicates the fabrication. required direction of slots in connector plates. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE J Preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT A FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and *For tabular plating format refer to the is the responsibility of truss fabricator. General MiTek/Gang-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension is the width 4 x 4 to slots. Second all respects, equal to or better than the grade perpendicular BOCA 86-93, 85-75, 91-28 specified. dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided at spacing shown on design, LATERAL BRACING ICBO 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless Indicates location of required SBCCI 87206, 86217, 9190 otherwise noted. - continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. , L TM BEARING 13. Do not overload roof or floor trusses with stacks . of construction materials. ' Indicates location of joints at 14. Do not cut or alter truss members or plate,without which bearings (supports) occur. MiTek Industries, Inc. prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses., TM ® PANEL HYDRO �1/R CLIP ©1993 Mitek Holdings, Inc. GANG -NAIL . I -IG Y`I r ( 07973680 1 - Customer TURNER—ENDEAVOR Mon Nov 25 14:56:55 2002 Project #: 813TUR Truss ID F1 Family # 114 Span 34-0 Quantity 2 Top Pitch : 2/12 .CES -32 ver.2.0. B)0 (3/30/1999) BOTT CHORD SPLICES: 12-13-3X6; 3 5-0-13 8-11 12-10-15 17-0 21-1-1 25-1 28-11-3 34-0 5-0-13 3-10-3 3-11-15 4-1-1 4-1-1 3-11-15 3-10-3 5-0-13 4X4 5 4 "5 10 13 14 13 12 11 10 5-0-13 1 8-11 12-10-15 17-0 21-1-1 25-1 28-11-3 34-0 5-0-13 3-10-3 3-11-15 4-1-1. 4-1-1 3-11-15 3-10-3 5-0-13 X5 9 L. HL TO PK:17-2-13 R. HL TO PK :17-2-13 LEFT HEIGHT:0-3-12 SPAN:34-0 RISE:3-1-12 RIGHT HEIGHT:0-3-12 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-220,190 TOP CHORO:2X4 NO.1&Btr GR DF—L TOP 20 10 BOT CHORD:2X4 NO.1&Btr GR DF—L BOTT O 8 LL.DEFL.@0=0.00 < L/240 WEBS :2X4 STANDARD GR OF—L STR.INC.: LUMB = 1.25 PLATE — 1.25 SPACING - 24.0 in. 0. CUBC 97—ICBO,ANSI/TPI95 REPETITIVE STRESSES USED NO. OF MEMBERS 1 DEFLECTION(IN.) L.L= 0.00. D.L-0.00. T.L-0.00 NOTES: 0)—Gable studs spaced at 16 inches o.c. (2)—Brace vertical studs in accordance with standard gable end detail (3)—Continuous bearing provided along entire bottom chord (4)—Provide 1X4 plates at each end of gable stud unless otherwise noted TRUSS CHECKED FOR 80 M.P.H WIND. ENCL.BLDG.. WALL HGT. 10 FT, BLDG. CAT. I. EXP. CAT. C. 18 (10+8) PSF OL, 100.00 MI FROM OCEANLINE (ASCE7-9: TOP CHORD BRACING @ 24.O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 10'0"0.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REQD) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION. 100- 2 6 2002 �O?SoFfssfo 'Y a a ®WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE��'~' Design valid for use only with MiTek connectors. This design is based only upon parameters, shown, and is,for an individual --- building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual �� web members only' Additional temporary bracing to insure stability during construction is the responsibility of the erector. �� QF, Cn`1�Q(Z Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- -- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. -Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1 3/4 " 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 J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties. V8 1/8+ C2 C3 J5 2. Cut members to bear tightly against each 0 other. 03. 0NCO Place plates on each face of truss at each joint and embed fully. Avoid knots and wane p 0 at joint locations. For 4 x 2 orientation, locate 4. Unless otherwise noted, location chord splices C7 Cb 0 plates 1/8" from outside edge of at 114 panel length (±6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS A J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of `This symbol indicates the fabrication. required direction of slots in connector plates. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and 'For tabular plating format refer to the is the responsibility of truss fabricator. General MiTek/Gang-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension is the width 4 x 4 to slots. Second all respects, equal to or better than the grade perpendicular BOCA 86-93, 85-75, 91-28 specified. dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided at spacing shown on design. LATERAL BRACING ICBO 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed; unless Indicates location of required SBCCI 87206, 86217, 9190 otherwise noted. continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N~�'' 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. Do not overload roof or floor trusses with stacks` TM13. BEARING of construction materials. Indicates location of joints at 19! 14. Do not cut or alter truss members or plate without which bearings (supports) occur.MiTek 999 Industries, Inc. prior approval of a,professional engineers 15. Care should be exercised iri handling,erection and installation of trusses ;�;- " * r• , � TM HYDRO A/R B PANEL CLIP ©1993 Mitek Holdings, Inc. GANG -NAIL Customer : TURNER—ENDEAVOR ( 07265278 ] Tue Aug 13 11:02:26 2002 Project #: 813TUR Truss ID Si Family # 205 Span 2—O Quantity 12 Top Pitch 4/12 ACES -32 ver.2.0, Bld (3/30/1999) 12-0_ 1 2—O 1 2—O 2 STR.INC.: LUMB — 1.25 PLATE — 1.25 REPETITIVE STRESSES USED DEFLECTION (IN.) L.L= 0.00, D.L=0.00, T.L=0.00 REACTIONS, SIZE: 1-=194, 3.50 3--31. 3.50 2--44, 1.50 UPLIFTS (LBS): 1-133.2-22 HORIZ. (LBS): 1-25 FORCES - LOAD CASE 91 TOP CHORD: 1-2- 0 2-3- 0 BOTTOM CHORD: 3-1- 0, . WEBS: SPACING : 24.0 in. o. cUBC 97—ICBO,ANSI/TPI95 NO. OF MEMBERS = 1 TRUSS CHECKED FOR BO M.P.H WINO, ENCL. BLDG.. WALL HGT. 10 FT, BLDG. CAT. I. EXP. CAT. C. 18(10+8) PSF DL, 100.00 MI FROM OCEANLINE(ASCE7-9: TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 8.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE 16-B, UBC -94 TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED; BOTTOM - CHORD CONTINUOUSLY BRACED @ 10' 0" O.C. UNLESS RIGIDLY SHEATHED LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRE D BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE.FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REO'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSESCOMMENTARY AND RECOMMENDATION. A 1 6 15 �no� .. Q r YCJJIQ ONG�� A`—WARNING - Verify design parameters and READ NOTES ON THIS ANU REVERSE SIDE BEFORE USE t _ Design valid for use only with MiTek,connectors. This design is based only upon parameters shown, and is for an individual _ t y' . —3. building component to be -installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individualt! web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. EXP 9-3. -A!tional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance ' regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, OSB - 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onotrio Drive, Madison, WI 53719 MITek IndustrleSr Inc. gjFOF CA' 2—O 2-0 L. HL TO PK: 2— 1 —5 LEFT HEIGHT:0-3-14 SPAN: 2-0 RISE:0-11-14 RIGHT HEIGHT:0-11-14 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-220,19C L D TOP 1-2=0.027 TOP CHORO:2X4 No.16Btr GR DF—L TOP 16 10 BOTT 3-1-0.019 BOT CHORO:2X4 No.16Btr GR DF—L BOTT O B LL.DEFL. < L/240 WEBS :2X4 STANDARD GR DF—L STR.INC.: LUMB — 1.25 PLATE — 1.25 REPETITIVE STRESSES USED DEFLECTION (IN.) L.L= 0.00, D.L=0.00, T.L=0.00 REACTIONS, SIZE: 1-=194, 3.50 3--31. 3.50 2--44, 1.50 UPLIFTS (LBS): 1-133.2-22 HORIZ. (LBS): 1-25 FORCES - LOAD CASE 91 TOP CHORD: 1-2- 0 2-3- 0 BOTTOM CHORD: 3-1- 0, . WEBS: SPACING : 24.0 in. o. cUBC 97—ICBO,ANSI/TPI95 NO. OF MEMBERS = 1 TRUSS CHECKED FOR BO M.P.H WINO, ENCL. BLDG.. WALL HGT. 10 FT, BLDG. CAT. I. EXP. CAT. C. 18(10+8) PSF DL, 100.00 MI FROM OCEANLINE(ASCE7-9: TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 8.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE 16-B, UBC -94 TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED; BOTTOM - CHORD CONTINUOUSLY BRACED @ 10' 0" O.C. UNLESS RIGIDLY SHEATHED LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRE D BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE.FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REO'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSESCOMMENTARY AND RECOMMENDATION. A 1 6 15 �no� .. Q r YCJJIQ ONG�� A`—WARNING - Verify design parameters and READ NOTES ON THIS ANU REVERSE SIDE BEFORE USE t _ Design valid for use only with MiTek,connectors. This design is based only upon parameters shown, and is for an individual _ t y' . —3. building component to be -installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individualt! web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. EXP 9-3. -A!tional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance ' regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, OSB - 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onotrio Drive, Madison, WI 53719 MITek IndustrleSr Inc. gjFOF CA' A Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Proper/ - 1 3/4 ' 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 J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties. 8+ C2 C3 J5 2. Cut members to bear tightly against each 0 0 0 �. LC.6 other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane "O at joint locations. For 4 x 2 orientation, locate 4. Unless otherwise noted, location chord splices c, 0 plates 1/8" from outside edge of at 114 panel length (±6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS Jl J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of 'This symbol indicates the fabrication. required direction of slots in connector plates. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and 'For tabular plating format refer to the is the responsibility of truss fabricator. General MiTek/Gang-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension is the width 4 x 4 to slots. Second all respects, equal to or better than the grade perpendicular BOCA 86-93, 85-75, 91-28 specified. dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided at spacing shown on design. LATERAL BRACING ICBO 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ff. spacing, or less, if no ceiling is installed, unless Indicates location of required SBCCI 87206, 86217, 9190 otherwise noted. continuous lateral bracing.WISC/DILHR 870040-N, 930013-N, 910080-N - f ' 12. Anchorage and/or load transfemng,connections to trusses are the responsibility of others unless shown. , �� TM BEARING 13. Do not overload roof or floor trusses with stacks of construction materials. Indicates location of joints at 14. Do not cut or alter truss members or plate without -, which bearings (supports) occur. MiTek Industries, Inc. prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. TM HYDRO A/R PANEL ©1993 Mitek Holdings, Inc. CLIP GANG-NAIL LAND DEVELOPMENT BUILDING / ENVIRONMENTAL HEALTH - PERMIT CLEARANCE Building Permit No. OWNERS A.P. NAME: NUMBER: P LAST NAME FIRST In COUNTY ' 11 DEESIG ATIONING ^ 11-2 M H t�� FLOOD ZONE: r X FLOOD MAP: C2 0'i� APPROVED: CONDITIONALLY APPROVED: b� RESOLVE PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS OR MAP �� lo qC DEED INFORMATION: Oto 6ANKOW f>rw DATE OF CREATION: DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO "LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO COMMENTS/CONDITIONS: MAP INFORMATION: DATE OF RECORDING Z 7 7S LOT 2 BOOK �� PAGE 3� COMPLIANCE WITH OLD SUBDIVI ION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES . NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BU/LD/NG DIVISION UNLESS OTHERWISE NOTED. 1. Maintain a 50 ft. building setback from centerline of road. / `2. Maintain a ft.building setback from right-of-way/centerline of _ 3. Comply with Zoning code for building setback from road. _ 4. Maintain a 100 ft. leachfield setback from all existing wells. k Y5. Maintain a EO ft. leachfield setback from 19�211Wy las- e: -Sm r) /00 / . E' PT/L -767�A- - (-- 1` r—n-0 A4 0YZP,v&e 7 0 1 Tc t4 A I - 0PV� - o ff, , r3 A-; r„G o,21A,Y J 6. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. 7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. 8. Connect to a public water supply. 9. Connect to a public sewer system. 10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. _ 11. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ _ 12. Meet the requirements of the Department -of Fish and Game for the preservation of oak trees. (See phone number below) 13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. _ 14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the Phumfng Division. _ 15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. _ 16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 17. Pay school impact mitigation fees. X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. _ 19. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. —20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. 21. 22 23. 24 25 26. AIO 1N1dd013A34 ONY1 31in8 a0 kiNf100 -- — _ 1661 C Z 130 ®3AI3338 LD 5/97 C NMN51 %F OHMS. KWLOOPENM.CLR e BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE — OROVILLE, CALIFORNIA 95965 — TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT PERMIT NO. Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO. ply +�/ j i ZONING OWNER PHONE NO. _V OWNER'S ADDRESS i lJ LOCATION OF BUILDING USE OF BUILDING SIZE OF STRUCTURE SO. FT. TYPE OF CONSTRUCT[9N: WOOD FRAME STEEL CONCRETE OTHER (Specify) TYPE OF SIDING i ROOF COVERING FLOOR TYPE ESTIMATED COST OF CO STRUCTION $ AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: + r 1. FRONT ��""� SIDES REARL"''—� AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. I AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. AG Buildings must comply with Flood Zone requirements. Finish floor elevation must be at or above elevation USGS Datum. i I declare under penalty of perjury that the building will be used as stated above and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. r XDate 3 0.0 Signature of Owner Permit Fee - $60.00 The above described AG Building is exempt from a building perydiit. i Receipt No. Manager Building Division By 2 White — DPW, Yellow —Assessor, Pink — B.1., Goldenrod —Applicant FLOG 7L 1 P.D ROOF G I IS Date 313 1 0 "OUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARC ER: Prgposed Building Use: Building Inspector: d Date: 3119910 At time of permit applicatio , I was a wised the following data must be submitted prior to pe ' processing and/or issuance: Date Received By ❑ 1. All items have been submitted.---`-;-------------------------------------------------------------------------------- ❑2. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ ❑3. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- ❑4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss -details and layout in duplicate (required prior to plan review) No faxes! ------------------ 06. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings.--------------------------------------------------------- O 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑ 9. Manufactured Home data and installation instructions including Tie Down Specifications ------------------- 0 10. Fees of $------------------------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule. ------- ❑ 12. California Department of Forestry plan approval/fees. ❑ 13. Flood elevation certificate. --=---------------------------- ❑ 14. Sanitationfand plot plan approval Health Department. • + Ell 5. Ciry of Chico plumbing permit. --------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. --- ❑ 17. Planning approval for (A) Use: (B) Parking: ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). -- 1120 Pre -inspection for required. Request to Building Inspector on 112 1: Contractor's license information. (Number, Name Style, Classification). ----------------------------- ❑22 orkers' Compensation carrier and policy number. ---------------------------------------------------- ❑23. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). 1124. Letter of signature authorization. ------------------------------------------ ❑25. Recorded copy of Agricultural Acknowledgment Statement. ----------- 026. Letter of intent on building use. ------------- ❑27. Manufactured Home utility clearance. ----- 028. Existing violations and/or expired permits. 029. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 1130. Other: I/ When you issue the permit, process as follows CKMail to owner, ❑Mail to contractor. ❑Telephone and hold for pickup at office. ❑ Deliver with inspector. Applicant: _ .►t Date: Z Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: (Date) 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. , H 1 .RESIDENTIAL 036-240-011 PERMIT#97-0811 " TURNER, Nancy 171 Breeze Hollow Ln., Oroville � Ex MH on Perm Fnd rtHE HCD FORM 433A FOR kRECORDED UNTIL THIS MH CANNOT BE 1 ONE OF THE FOLLOWING SHAVE BEEN TURNED IN TO THE BLDG DIV: j (1) LICENSE PLATE(S) OR DECAL (THE. INSPECTOR MUST RETRIEVE) (2) STATEMENT OF FACTS (ONLY ON NEW MH'S) l: �INSPECIOR TO VERIFY SERIAL & LABEL #'S t• , k. kt F i'. f; JOB FINALED (D e) _ Signature V=OK 0 = Not OK Not '=NotReadyb� MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements - Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer, LocationrTestfallC)OConcrete 4. Water, Location-TesEEasement Needed (Sketch) S. Electricity; LocatiorrClearances-Gmd-/ /Amp -Concrete 6. Gas; Location•TesWrap; / /'1_'tL / /Nat. or/ /°L"tL/ /LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements- Setbacks Easements 2. Footings; SizeSpacing-Marriage Line 3. Gas; MH Test-DemarKWaheConnector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert of Occupancy Date Card B -i Date Card 8-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning RequirementsSetbacks-Easements 2. Footings; SoilsSize-DepthSpacing-Connectors-Steel 3. Decks; Girders and/or Joists-Dec;dng-BracingStairs-Rails 4. Wood Awn.; Posts-Beams-Ritrs.Connectors Shthg.-Rfg.-Bracing S. Alum. Awn.; ColumnsConnections-Splice-Decal-Encosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sils-AnchorsStuds-Rttrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness �• Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/6 -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/8 Circulating Equip. -Pod Lghtq. Boxes-Enclosuresfanelboards4ns. 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 OK ✓ _ OK O No / RESIDENTIAL (Single & Duplex) = Not Not Applicable Not Ready Date 46. UNDERFLOOR (Plans) OK except #'s 1. Zonin - acks-Easments-Flood-Slope 3,.,F6., Main; Soils-Elec. Gmd.-/ PFtg. Depth 3. Ftg. Garage; Soils-Steel-Elec. Grnd/ P Ftg. Depth 4. Ftg. Porches & Decks; Soils -Steel-/ P' Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Silts -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card E-1 Date 63. P BING (Permit) OK except #'s 4 17,41ater Htr.; Vent -Access -Combustion Air Baffle 1�. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 70. Fireplace or Stove, Clearance -Hearth Date 71. Card B-1 Date Card B-1 Date 72. Card B-1 Date Card B-1 Date 73. ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Rorrgx Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fastners-Bond Gas & Water 28. 2 Appliance Circuts in Kitchen & Conductor Size GFI 29. Su eed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al 30anje Circ. / / ga Cu or AI -Oven Circ. / / ga Cu or Al IOsulated Neutral 0 Yes 0 No 31. Service -Riser Conductors & Ground -Main Disconect 32. Equip. Clearances Panels-Motors-Mech. Epuip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector D to •/ Dat 86. C# - ate Card B-1 dand BV Date Card B-1 Date 87. MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnance-Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic 93. Energy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s Date 40. Sits Proper Materials & Anchors Comments at Final: 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing Date 46. FRAMING (Continued) Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rfr.. Ties-Purlin-roff Brac.-Truss-Shfing.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings - 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace; Vents -Clearance -Comb, Air-Conector- In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground. -Air Gap -Cooking Clearance 73. Elec. Outlets & Recepticales at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. In Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (G.FI.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 82. Following Instld./Drive 0 Yes 0 NoANalks 0 Yes 0 No/Planters 0 Yes 0 No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throught House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: �zF 32-- Plra HOL LO t NL IV l . •fir 371 -- 0 . o 35 t w, 1 'tf JJ X.O. 75 Ac r c r04 1 iiiilloplllllllllllllll /7/ BU RR COCOlU N ,�, 53a C COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION - 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541(7/7-0 �_ PE�� (Rev. 12/96) , APPLICATION AND PERMIT `JJ ASSESSfhVCF�t-{UMt5!_0 11 5R0ll Z°"'ARMH-5 BUILDING PERMIT 041 DWNERNANCY TURNERT589- 3202 SO. FT. OCC. BUILDING VALUAttbN 24 X 6) 82,9444— OWNER / 1NMrj/ CHOLLOW OROVILLE CONTRA61Q1 ME �+, TELEPHONE ' CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Plan Checking Fee $ 23.00 BUILDING ADDRESS 171 BREEZIEHOLLOW LANE, OROVILLE Energy Plan Checking Fee $ $ PERMIT FEE $ 324.50 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑X Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 1 5.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other CX Describe Work: MOBILEHOME/PERM FDN Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service OOOv OR ..LESS zooA oR LEss 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class LIC. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: XI, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A To 1000A 46.00 NEW CONST. DWELLINGOCCUP. OR ADONS. ( 8 ACC. BLD S. so 3.50FT. NON-RESIID. MUL.CIRCUTITS @7,50 POWER APPARATUS 8 SINGLE OIfTLET CIR. Ex. Occup. OUTLET OR FIXTURES 20 (I"00 aAL Q .SO Ex. Occup. OUTLEEDTs REws o.DEEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 23.00 PERMIT FEE t 43.00 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation KIof one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any mariner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. i X Date `7 - �' - ��_ Signature of Applic Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FE HAZ. D. FEE IMP _- FL 0 COF PARCEL pD HD Iss This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. ¢\'j By Date / PERMIT EXPIRES ON G, afe Receipt No. 221805 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT ;COUNTY16F�BbTTE - DEPARTMENTOF DEVELOPMENT SERVICES -BUILDING DIVISION f 7 COUNr�TY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 -TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET � OWNER(J �� A. P. No.� Proposed Building UseM H at/AW 1-tld1*40 Building Inspector Date C r At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1• All items have been submitted . ......................................... 2. Plot plans, 3/4 sets, signed by preparer of plans . .......................... ✓�` 3. Complete plans, 3/4 sets, signed by preparer of plans. ....................... �t 4. Engineered plans and calcs, 3/4 sets,'with wet signature on plans . ............. 5. Hazardous Material Form. ........................ .................. . 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings. .." ................... 8. Engineered truss details and layout in duplicate (requirediprior to plan check). .... 9' Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of $ •�• ......................................... ....................... 11. Impact fees as shown on attached schedule . .............................. 12. California Depahment of Forestry plan approval/fee's. ....................... . 13. Flood elevation letter (100 year flood) by California Engineer . ................. . . Sanitation and plot plan approval Health Department . ............ 15. City of C ico,Wbing permit . ......................................... 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: . ......... 18. Contact Land Development about (A) Improvements (B) Drainage. ......... 19. Drivewa,Nermit (construction approval required prior to occupancy). ...Pre loapectim... r.. eq eat 20. Pre -inspection for required. . to Building Inspector (Date) 21. Contractor Nicense informatiom,(No., Name Style, Classification) . ................ 22. Certificate of Workmans Compensation Insurance . ........................ 23. Owner -Builder Verification (Given to owner , Mail to owner _) ............ 24. Recorded copy of Agricultural Acknowledgement Statement . .................. x 25 Letter'of signature authorization . ........................................ y of recorded deed of parcel creation and�60 right of way to a public road. ... . 27. Letter of intent on building use . ........ ............................... . 28. Mobilehome utility clearance . ..................... I . 29. Documentation of legal access . ..................... . 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ................ 31. Existing violations/expired perrit - ' 32. Plan ch li - �f�l1/ ��::: . i.. �............. . 33.� 34. When you issue th �yit, roce s as follows: Mail to owper. _ Mail to contractor. Telephone -r and hold for pickup at OP ,U( LL C,, office. Deliver with inspector. Other Parcel Creation C,� a�7 ,7Acreage Applicant /� �4114�/��4ate 7 Copy of Haz-Mat form sent Health 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 permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone -mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works 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. I personally plan to provide the major labor and materials for construction of the proposed property improvement : YES 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: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NADIE: ADDRESS: CITY: PHONE: . CONTRACTOR'S LICENSE NO. S. I will provide some of the work but I have contracted (hired) the following persons to provide'the work indicated: - NAv1E . ADDRESS PHONE TYPE OF WORK SIGNED: - PROPERTY OWNER: SOCIAL SECURITY NUMBER: L55;. - 94 - -1-1444 DATE: NOTE: This owner -Builder Verification is required by Section 19831 and ' 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER Dear Property Owner. An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are. required by law licensed and bonded by the State of California and to have a business license from the city or co .They also required by law to put their license number on all permits for which they apply. i If you plan to do your wn work, with the exception of various trades that you plan to subcontract, you should be aware of the folio g iaiformation for yo benefit and protection: _ 0 If you employ or oche engage any persons other than your immediate family;and the work (including materials and other co ) is 5300 or more r the entire project, and such persons are not licensed as contractors or suborn ors, en you may an employer. 0 If you are an employer, ou m with the State and Federal Governments as an employer and you are subject to several obliga 'ons inclu '' g state and federal income tax withholding, federal social secliriry taxes, workers compensation ' ,disability ina�rance costs, and unemployment compensation contributions. 0 There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. 0 For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employe -..s, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors. is to secure an "ownerbuilder" building permit, erroneously implying that the property owner is providing his or her own labor and material red to be signed by property owners unless they are performing their own personally. Building permits are not requi work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95314. Please complete the "Owner Builder Verification" on the reverse side of this form s� that we can confirm uilding permit will not be issued until the verification is returned. that you are aN�are of these matters. The b . Sincerely, ` Nfichael C. Vieiia, C.B.O. . Manager, Building Inspection. NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. OVER Con'.rrac-!-,zn-s Lijmns;�i MOBILEHOME SUPPORT DATA 6 1 tl) 0 5 Mob,ilehome Mfr. ��IZ&144AAZ Setup Model No. Year Width (ft.-) Length. M.). --Expando.'Size ft.x (Draw suppoit details below) On all mobilehomes' manufactured after October 7, 1973, furnish manufacturer's installation manual and structural setup sheets .(if, not -on file with. the County of Butte). Sin 1 Footings--(check.onc a 7_[ 1..Wood :either pressure treated oz Center Center Support fdn.'-grade Support Footing(in. Sizes 2..:Concrete pad. Locations' L1j_. 3.:Other, -.-specify Ft in.) in. in. '(check on 4_1 Supports block .4 2. Concrete piers YET- Tint 3. Steel piers . . ....... . .... .. . . . . . . . . . . . . . . . . . . 4. Other, specify ........... 4 .................... . ......... in. - ; . E X> 'I -j Typical Support in.) k Footing Size in. Max. Pier... x7oSpacing Qt t C3—n In. n. (in.)(in.)' U .1in.)Max. Overhang _._ _ , I rr0 i *If center piers are other than drawn above, BUTTE COUNTY draw in locations, spacing, and dimensions -BUTTE COU11,1111-1.,I (gUttDING DEPARTMENT APPROVED 1 ECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIW.' OROVILLE CA 95965 97-037806 X97-037806 X97-037806 97-0378061 Rec Fee .00 I Total .00 Recorded f1 Official Records `l County 'of Butte I_ Candace J. Grubbs I ' Recorder 1 i 10:58am 8 -Oct -97 I COPTS XX 3 SPACE. BONTTHIS LINE ICOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at the request of the local agency indicated is in accordance with Calitorma Health and Safety Code Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, _ upon the real property described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to its contents to all persons thereafter dealing with the real property. STUART L. AND NANCY_ .I. TURNER BUTTE COUNTY BUILDING DIVISION MANUFACTURER'S NAME LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 171 BREEZE HOLLOW 1-.,�NE 7 COUNTY CENTER DRIVE MAILING ADDRESS MAILING ADDRESS OROVILLE, BUTTE, CA 95966 OROVILLE, BUTTE, CA 95965 CITY COUNTY STATE ZIP CITY COUNTY STATE ZIP SAME - 97-0811 (916) 538-7541 INSTALLATION. MAILING ADDRESS. IF DIFFERENT BUILDING P ELEPHONE NUMBER 9/29/97 CITY COUNTY S'rA'1'E ZIP S GN:\TL'RE OP LOCAL AGENCY OFF : AL DATE SAME _ NONE UNIT O\VNER (ifalso propem• mcnar. �Iitc'G .\l F' r)E:\LIiR \:\>i l: iii w i :. d vlei s:dr. rciil. "CONE") MAILING ADDRESS IIIiALI::R LI('I?NSIi ?:�! CITY COLWTY SI'ATE -LIP UNIT DESCRIPTION SILVERCREST 1976 SILVERCREST MANUFACTURER'S NAME DATE OF NIANUFAC'IURE MODEL NAAIEINUMBER WS1521AIWS1521B _ 64'X 24' M245302/245303 SERIAL NUMBER(S) LENGTH N WID'T'H INSIGNI.,VLABEI. NUMBER(S) RE.�L PROPERTY LEGAL DESCRIPTION ASSESSOR'S PARCEL NUMBER A.P. # 036-240-011 SEE ATTACHED LEGAL DESCRIPTION. HCD FORN4 433(A) REV. Ml WHITE - Comu\• Recorder CANARY - HCD PINK - AppGnnu GOI,Dr:NRUD - Building i)epl. ORDER NO. BU -156249-3 nrBCRIPTION THE LAND REFERRED TO IN THIS REPORT IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: PARCEL I: PARCEL 2, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE: OFFICE 'OF THE RECORDER OF THE COUNTY OF .BUTTE, STATE OF CALIFORNIA, ON JANUARY.21,:1975, IN BOOK 52 -OF MAPS, AT PAGE(S) 39. PARCEL II: A NON -EXCLUSIVE -RIGHT OF WAY -FOR ROAD -PURPOSES OVER -BREEZE HOLLOW LANE,AS SHOWN ON THAT CERTAIN PARCEL MAP,--RECORDED-IN THE OFFICE OF v -HE RECORDER G TVz• nnrr - Y--O-�BUTTE;-SPATE OF CALIFORNIA, ON MARCH 4; 1975, IN BOOK -52 OF MAPS, AT PAGE(S) 53.- PARCEL 3. PARCEL III: A NON-EXCLUSIVE EASEMENT'FOR-ROAD PURPOSES OVER LOT.A,.AS-SHOWN ON. THAT CERTAIN MAP ENTITLED, "WY ANDOTTE-ACRES UNIT -NO WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF'THE COUNTY OF -BUTTE, STATE OF CALIFORNIA, ON -MARCH 15, 1948, IN BOOK 16 OF MAPS, AT. PAGE(S) 15, 16 AND 17. PARCEL IV: A NON-EXCLUSIVE EASEMENT FOR ROAD PURPOSES OVER THE SOUTHERLY30 FEET -OF THE EAST HALF OF THE NORTHEAST QUARTER OF SECTION. -25, TOWNSHIP 19 NORTH, RANGE 4 EAST, M.D.B. & M., AND OVER THE SOUTHERLY 30 FEET OF THAT PORTION OF THE NORTHWEST QUARTER OF SECTION 30, TOWNSHIP 19 NORTH, RANGE 5 EAST, M.D.B. & M., LYING WESTERLY OF THE EASTERLY BOUNDARY LINE OF THAT CERTAIN RIGHT OF WAY DESCRIBED IN DEED EXECUTED BY--CLESTEL R. HOWARD, ET UX, TO MILFRED W. THOMAS, ET UX, RECORDED NOVEMBER 3, 1958, IN BOOK 966, PAGE 92, OFFICIAL RECORDS. PARCEL V: A NON-EXCLUSIVE EASEMENT FOR ROAD -PURPOSES -60 FEET IN WIDTH LYING SOUTHERLY OF AND SOUTHWESTERLY OF AND ADJACENT TO THE FOLLOWING DESCRIBED LINE: BEGINNING AT THE NORTHWEST CORNER OF LOT A, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "WYANDOTTE ACRES UNIT NO. 111, WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CAL.IFQRNIA.,_ ON _MARCH 15, 1948, IN BOOK 16 OF MAPS, AT PAGE(S) 15, 16 AND 17; THENCE NORTH 82 DEG. 04' 23" WEST, A DISTANCE OF 141.38 FEET; THENCE NORTH 81 DEG. 47' WEST, 180.00. CONTINUED ORDER NO. BU -156249-3 c L"V: CONTINUED FEET; THENCE NORTH 38 DEG. 42' 30" WEST, TO THE NORTHERLY BOUNDARY LINE OF THE SOUTHWEST QUARTER OF SECTION 30, TOWNSHIP 19 NORTH, RANGE 5 EAST, M.D.B. & M., AND THE END OF SAID CENTERLINE. PARCEL VI• A NON-EXCLUSIVE EASEMENT FOR ROAD PURPOSES OVER THE MOST NORTHERLY 30 FEET, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING'AT THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER .OF SECTION 30, TOWNSHIP .19 NORTH, RANGE 5 EAST, M.D.B. & M:., AND RUNNING EASTERLY ALONG THE NORTHERLY BOUNDARY LINE OF THE. SOUTHWEST QUARTER.OF SAID SECTION 30 TO THE WESTERLY BOUNDARY LINE -OF THAT CERTAIN RIGHT OF WAY DESCRIBED IN DEED EXECUTED BY CLESTEL R. HOWARD, ET UX, TO MILFRED W. THOMAS "-;-;_,Em UX, RECORDRD 1958,.IN BOOK 966, PAGE 92, OFFICIAL RECORDS; THENCE ALONG THE SOUTHWESTERLY LINE OF SAID RIGHT OF WAY,.SOUTH 38 DEG. 48' 13" EAST TO AN ANGLE POINT; THENCE SOUTH 81 DEG. 51' 28" EAST, 202.97.FEET; THENCE SOUTH'.82 DEG. 04'• 23" EAST, 139.76 FEET TO THE WEST BOUNDARY OF.WYANDOTTE ACRES UNIT NO. 1; THENCE ALONG -SAID BOUNDARY SOUTH 03. DEG. 01' 50" WEST, -1095.35 FEET TO THE SOUTHWEST CORNER OF LOT 1 OF SAID-"WYANDOTTE'ACRES UNIT NO. 1; THENCE NORTH 87 DEG. 55' 03" WEST ALONG THE SOUTHERLY BOUNDARY OF THE NORTH HALF OF THE SOUTHWEST QUARTER OF SAID SECTION 30, A .DISTANCE OF. 989.05 FEET TO THE WESTERLY LINE OF SAID' SECTION 30; THENCE NORTHERLY ALONG SAID WESTERLY LINE TO THE TRUE POINT OF BEGINNING. 9 BUILDING PERMIT NUMBER: 97-0811 Address or location of unit: 171 BREEZE HOLLOW LANE, OROVILLE Legal Description of Real Property: A.P. #036-240-011 SEE ATTACHED LEGAL DESCRIPTION. . r (x) Mobilehome/iV:anPii'actured Home O Commercial Cov,11 Has been affixed to :ht. real property above by installation`on a foundation sytem pursuant to Health and Safei .ode Section 1.8551. Owner's name: STUART L. AND NANCY J. TURNER Owner's address: 1.71. BREEZE HOLLOW LANE, OROVILLE CA 95966 INSIGNIA OR H:UD NUMBER: M245302/245303 SERIAL NUMBER OR V.I.N. WS1.521 A/WS1521.B MANUFACTURER'S NAME: SILVERCREST YEAR: 1976 OFFICIAL A.PPROV.IIvG INSTALLATION: DATE: 9/29/97 PHONE: (916) 538-7541 H.C.D. 513C Mid Valley Title & Escrow Company CALIFORNIA MOBILEHOME SELLER/BUYER ,ESCROW INSTRUCTION 'O: Mid Valley Title & Escrow Company 2295 Feather River Blvd. . Oroville, CA. 95965 ESCROW NO.: DATE: ' ESCROW OFFICER: TELEPHONE NO.: 156249PE October 8, 1996 PENNY ENGLAND (916) 893-5644 luyer herein- is purchasing from seller the mobilehome and accessory structures described below and will hand you ,r cause to be handed you the consideration as follows: landed to you as a deposit into escrow $ Vill hand you as a downpayment or partial payment ito escrow, $ 2,000.00 Jew loan ... ..... ....... . .... I $ 55,005.00 :xisting loan balance of $ 'or a total consideration of $ 28,950.00 > .� ihich represents payment for the mobilehome described as: Aanufacturer's name: SILVEPICRES1 Mode1:—S1LYF803ESLYear 1976 Size:(wldth & length)Serial No.: VS1521A WS152.1B WS1521A DOC' or HUD or HCD No.:_MH245302 MH245303 License Plate/Decal N/.: W6176 lie escrow fee and HCD fees which you are hereby authorized to disburse prior to close of escrow at your discretion :,250.00 accessory structures to be included in the purchase price are: :scrow holder is instructed to order a formal search of title from HCD eller will, prior to close of.escrow, cause to be deposited into escrow the current registration card, all copies of the egistration cards held by junior lienholders, and the certificate of title. 'rior to close of escrow. the seller will cause to be delivered into escrow a signed and acknowledged conditional lien elease of all rights, title or interest in the mobilehome held by legal owner, junior lienholder or other lienholder. Such elease(s) will be conditioned upon receipt of payment from escrow of the amount set forth in such release(s). The tame and address(es) of registered owner, legal owner, junior lienholder or other lienholder is: 3uyer's title to said mobile home shall be held. as follows: STUART L TURNER AND NANCY J TURNER, husband idn wife, as Joint Tenants Location where the mobile home and any, -accessory structure will be delivered and installed and buyer has agreed to accept delivery:_ X— The mobile home is presently instoled and buyer agrees to accept deliver at: 171 BREEZE HOLLOW LANE, OROVILLE_ CA. 9596 . NA--- If the present location of the mobilehome park at time of sale and mobilehome is to remain in said park, buyer will sign a statement indicating that they have agreed to the terms of the park's rental agreement. Said statement or.a copy of a fully executed rental agreement signed by buyer will be delivered to escrow prior to closing. 1r B�,byer is to obtain a new Ivan to haln finance this purchase. Receipt into escrow of lender's funds and instructions together with executed loan documents all indicate buyers approval of the loan. You are to comply with lender's instructions. Buyer'is to assume .the 'existing loan with a present balance of $. Obtain statement (lien status report) from lender showing unpaid balance. If the amount is more or less than the amount shown above, you are authorized to adjust the cash through escrow. You are to comply with lender's instructions. Execution of lender's documents -will indicate approval of the loan. Buyer will execute a -promissory note, on you usual form for the amount of $ 55,005.00 in favor of MID VALLEY BANK dated during escrow with interest of 10.750 percent per annum, 1 Order No. 156249PE BILL OF SALE IN CONSIDERATION of Ten Dollars, receipt of which is hereby acknowledged, WELLS FARGO BANK do HEREBY BARGAIN,. SELL AND CONVEY to STUART L. TURNER AND NANCY J. TURNER. all that personalproperty described as: DECAL NO.: AAI6176 SERIAL NO.: WS1521A WS1521B MANUF.: SILVERCREST Seller covenants and agrees with the buyer to warrant and defend the sale of the personal property hereinbefore described against all and every person and persons whomsoever lawfully claiming or to claim the same. Dated: 10-8-96 4W6P[-SLT GarzBANK4 First American Title Insurance Company 1089(4/65) b Reco�•,d t thg Re ueSt of Mid. Valtey 1It a �r Escrow Company Order No. LEssccrow No. 1566249PE W 9NV?1ECOR8@D2ffAt3%: STUART L. TURNER NANCY J. TURNER 171 BREEZE HOLLOW LANE OROVILLE, CA 95966 . 96-0939587, Rec Fee 12.00 1 DOC 63.80 Recorded I Check 75.80 Official Records -1 County of I Butte I. Candace J. Grubbs I Recorder I 12:22pm 17 -Oct -96 I PUBL XX° 3 SPACE ABOVE THIS LINE FOR RECORDERS USE MAIL TAX STATEMENTS TO: DOCUMENTARY TRANSFER TAX $&IM X Computed on the consideration or value of property conveyed; OR SAME AS ABOVE _ Computed on the consideration or value less Dens or encumbrances remaining at time of sale. The undersigned Grantor declares Signature of Declarant or Agent determining tax - Firm Name GRANT DEED AP.NO.: 036-240-011-000 FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, WELLS FARGO BANK SUCCESSOR BY MERGER TO FIRST INTERESTATE_ BANK OF CALIFORNIA, A CALIFORNIA CORPORATION hereby GRANT(S) to STUART L TURNER AND NANCY J. TURNER, husband and wife, as Joint Tenants the real property in the Unincorporated Area of the County of BUTTE as SEE ATTACHED LEGAL DESCRIPTION Dated OCtnhpr 1 -SAS STATE OF--. D� } }ss. COUNTY OF } On /1" 19 7 to bekxe me, personilly appeared 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 mvhand and official seal. n . Signature , State of California, described WELLS FARGO BANK / V4to fC1- BY: SUbANT WALKER- BANKING OFFICER OFFICIAL SEAL DONNA J. ANDERSON NOTARY PUBLIC - OREGON 0 COMMISSION NO.041934 [Tmy, OMMISSION EXPIRES FEB. 28,1999 o �5910� (l �00�-�"1 Dcc�z. �-��'-C.C/z c'i2�.� � �� ✓I7-t.��x� �--��`'r� c� Dear Property Owner: sutte c0, L A N D O F NAT U RA L W EA LT H A N D BEAUTY DEPARTMENT OF PUBLIC WORKS WILLIAM (15111) CHLF h, Uliecictt 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 Telephone: (916) 538-7681 RONALD D. McELROY Deputy Director RB: Private Road Name We are in the process of naming all unnamed private roads in the County with three or more residences thereon to insure proper mail delivery and to help emergency agencies (fire, ambulances, sheriff) locate your residence. We have received a proposed road name for the private road which serves as access to your property from one of the property owners - along your road (see attached petition). Please advise if this road name is satisfactory to you. If we do not hear from you within 19 days from the date of this letter, we will assume the name is satisfactory and will assign the name to the road. If you have any questions, please contact this office at your convenience, Phone No. 915/538-7339, or 7 County Center Drive, Oroville, CA 95965. Very truly yours, William Chaff Director of Public Works Doug mold Street Address Coordinator DA: ss Att. i �: m l 7,-/4 uti.,MH x,1751-46P,E b::;P..EFlIAIT N0: PERMIT EXPIRES. /6-77 ,OWNER James F. Cusick CONTR. owner ;i LOCATION (A.P. 36-24-11 ' 5187 Wyandotte-Miners Ranch Rd., Oroville t `$J N- yy� A ) i J W t -• p Temp. Power Pole ��� % a Called PG&E S "% . Elec. S v. (/ alled &E G Serv.al ;Temp. ed PG&E bLED_ (Date) (Signatur COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS BUILDING INSPECTION RECORD BUILDING BUILDING.(Cont'd) PLUMBING Setback Firewall Soil Piping Forms Parapets 1st Floor Main Bldg. Restroom Finish 2nd Floor Footings Windows 3rd Floor Stemwall Siding To out Slab Roof Sheathing WaterPipin Piers Roofing Sewer — Z-7--76 Garage Fdn. Vents Fixtures Footings Garage Vents Water Htr. Stemwall Slab Prov. for physically handicapped Heaters Appliances Carport Footings Conformance of ex. structure Gas Piping & Test Temp. Gas Slab Final Sanitation Patio FIREPLACE Final Footings Footino Masonry Walls Reinf. Steel Bond Beam Framing Stucco Mesh Scratch Brown Finish Interior Lath Door Closer DATE n I MECHANI Heating Cooling Ducts Ventilation Final REMARKS OR CORRECTIONS Fixtures Motors Water Htr. Subpanels Grd. Fault Prot. Service Temp. Pole Underground Permanent Final (NOTE: An entry must be made on this form each time you visit the job site.) ELECTRICAL COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE OROVILLE, CALIF. - 534-4541 CERTIFICATE OF OCCUPANCY This mobilehome has been installed in accordance with the requirements of the California Administrative Code, Title 25, Chapter 5, under permit number 2- l®w - ?f--1 for the following location: Owner, Owner's Address Mobilehome Mfg. ��"�'�" C`d'r Model L) -A Year Insignia No. Serial No. /t Z It is hereby certified for occupancy at the above described location and may be occupied. Director of Public Works Date `A— Z B THIS CERTIFICATE IS VOID WHEN M BILEHOME IS RELOCATED MOBIL EHOME INSTALLATION INSPECTION CHECK LIST• 1 Is the mobilehome located with required separation from lot lines and buildings and generaily conform to plot plan? Yes �o 2. Does // the mobilehome have required clearances above ground? (Sec.5085) Yes' No 3. Are footings and supports properly sized, spaced, and braced as per approved plans? (Note possible variation at spring shackles.) (Sec. 5082 & 5083) Yes �o 4. Is the mobilehome level? (Sec. 5088) Yes &--_Nko ,5. I.f more than a single unit, are crossover connections properly installed? (Sec. 5088) Yes 6. Water A. Is flexible connector of adequate size and properly installed (1/2" ID min.)? (Sec. 5566) Yes 4/- o B: Test - Does water piping withstand working pressure or.50 lbs, air test? Yes �o C. Backflow - If coach is not State of California approved, does, station have backflow device and pressure -relief valve? Yes_ No D /VA 7. Wastes and Drains ' A. Is connection made with 'Schedule 40 DWV and have flex connectors at each end? Yeses No B. Does it have minimum 4' per foot slope and is it properly supported? Yes 4 ---No C. Are any leaks detected in drainage system after running 3 -gallons of water through each fixture including washing machine standpipe? Yes No D. If coach is not State of .California approved, does station have required trap and vent? Yes No_� ,(/ A 8. Gas P' ing and Gas Vents A. Conne - Is mobilehome connected to ;the gas supply with an approved 3 ' minimum mobilehome nnector not more than 6 ft" long? Note: All piping is o be at least as large as the m 'lehome gas line inlet without reductions other,t n the mobilehome connector. Yes .B. Test OK as per following p edure? Yes No '\ 1. Open all appliance.connect valves. 2.. Shut off appliance burner and pilo aloes. 3. Air test with manometer to '-14" water lumn, or test with slope gauge (minimum 6oz.-maximum 8 oz.) cal' rated in tenth poun increments. Test for 10 min. without drop. ' 4. Connect gas m er to mobilehome.with connector, turn on as, test connections with soapy wate . C. Are all liance vents properly installed? Yes No 9. Electrical A. Is service large enough to provide adequate amperage to mobilehome (must equal rating of mobilehome with a minimum of 100 amp) and other facilities on lot, i.e., water pumps, garage, cabana, etc.? YeslCNo B. Is there proper clearances around panels? Yes No C. Is power supply cord,or feeder assembly properly fused? Yes C__No_ D. Is continuity test satisfactory as per the, following procedure? Yes _-_-No_ 1. De -energize electrical wiring system of the mobilehome at the pedestal. 2.' Make sure that the power supply cord or feeder assembly conductors, including neutral conductor, have been disconnected. 3. Switch all breakers and switches in the mobilehome to the "on" position. 4. Connect one lead of a test.instrument to the mobilehome grounding conductor and apply the ocher lead to each m.obilelhome supply conductor, including neutral, 5. All non-current., carrying metal parts of the mobilehome (aluminum siding, gas line, water line),•including fixtures and appliances, shall be tested for continuity from such equipment and the grounding conductor. 6. Upon completion of the above procedure, the power supply cord or feeder.assembly conductors. shall be connected to the site service equipment. A further continuity test'shall then be made between the grounding electrode and the chassis of the mobilehome. Upon satisfactory completion of the electrical tests, the lot or site service equipment may be approved for energizing. 10. Is job card signed by Health 'Department for water and sanitation? 11. If everything okay, sign off card and tag services. r. MOBILEHOME DATA Manufacturer and/or Namestyle Length _'Width Vehicle Serial No. ,f} State Identification No:,�(�5�- Additional.Informati.on or Comments: 4 i I ., 1. ... � . . -7 . I I COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WO K ' 7 County Center Drive — Urvville, California 95965 17,51 ��vTelephone: 5344541 / y t APPLICATION AND PERMIT u uwiicc �cNi VaVMGuvca UI LIIU %, UUllty UI t7Ut1e to enter upon the above mentioned property for inspection purposes. x s Date Signature of Permitee or Agent Receipt No. AS -711 White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF BLIC WORKS ByDate 4—/6 —7 uilding permit expires Date % —/C— 7 7 BUILDING Owner GU S ILS SQ. FT. OCC. BUILDING VALUATION il RP Mailing Address S I2\,V V AM 00T1T— M 1_�2) F_tP_ + c? / &S- V L -L "� Telephone No. Fireplace Contractor w" EP, Total Valuation Mailing Address Permit Fee Plan Checking Fee&/or Penalty Telephone No. Permit Fee Building Address All- O E �� PLUMBING No. @ FEE PERMIT FILING FEE $3.00 ,00 A ,tom M L� 1�1✓. Q P—C)Q ( L L IF Each Trap 1.50 Repair drainage or vent piping 1.50 Water piping E0.6V /0,00 Each gas water heater or vent 1.50 A. P. No. Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 F40<1 tt/ Sa ion Fire Dept. Fire Zone Use Permit Building sewer (,cp 10,00 EQA I Parking'Parcel Plans Declaration P�r�ela 60' R/W Improvements p ovements Lawn sprinkler system 2.00 Bldg. P s Recd * Parcel Approval Pla Approval Permit Fee $ 23,vV $ 23 NEW ❑ ADDITION ❑ UTILITIES ® OTHER ❑ ELECTRICAL No. @ FEEPERMIT FILING FEE $3.00 3,p0 Main service V OR LE 100 AMP ORSLESS 5.00' S,Q® Main service EA. ADO'L 100 AMP 2.50 Single Family ❑ Duplex ❑ Mobil Home Others ❑ Main service OVER 600V 100 AMP OR LESS 25.00 Main service EA. AOD•L loo AMP 1.00 y� S� I„� ��/4 •�� �G�s�L� NEW CONST.( DWELLING OCCUP. & OR ADDNS. ACC. BLDGS. ) 2(t sq ft NEW CONSTR MULTI -OUTLET NON.RESID, ( BRANCH CIRCUITS) 2.50ea NEW CONSTR. (POWER APPARATUS &) NON -R ESID. SINGLE OUTLET CIR. CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: Ex. Occup(OUTLETS OR FIXTURES BAL @251001 Ex. Occu FIXED APPLNS. OR P•(OUT LETS (RESID.) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 00 License No. Classification Misc. Wiring 6.25 17T 1 )C Eli am exempt from the Contractors License Laws of the State of California. Permit Fee $ WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑ I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. FU 1 certify that in the performance of the work for which this 405permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby .1. TOTAL PERMIT FEE $ g u uwiicc �cNi VaVMGuvca UI LIIU %, UUllty UI t7Ut1e to enter upon the above mentioned property for inspection purposes. x s Date Signature of Permitee or Agent Receipt No. AS -711 White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF BLIC WORKS ByDate 4—/6 —7 uilding permit expires Date % —/C— 7 7 COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS p 7/a —767 County Center Drive 01tville, California 95965 Telephone: 534-4541 APPLICATION AND PERMIT above mentione pro rty or inspection purposes. Date /- % $ignatur of Permitee or Agent Receipt No. f`/ 6 G 2J White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIREC OR OF PUBLIC WORKS BY Or - Date z3� 4i9 permit expires Date5'�L%�7 BUILDING Owner 1�3/9_11r e_s SQ. FT. OCC. BUILDING VALUATION Mai l i ng Address v 7 i yVL')0 ` _ ) � qh'C r Telephone No. Fireplace Total Valuation Mai l i ng Addres 5__S_/ ��- 77 T��L ! j _ �jK=iZJ Permit Fee PI an Checking Fee &/or Penalty _ Telephone No. Permit Fee $ -� Building Address 6/17 7 /V6 fL 1��' ;A(L-`ids PLUMBING No. @ FEE PERMIT FILING FEE $3.00 ,R7q (f(�,4 C1, 'R -,,=,V i L.(..,L Each Trap 1.50 Repair drainage or vent piping 1.50 Water piping 1.50 Each gas water heater or vent 1.50 A. P. No. ., �� " ( Zoning & Planning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 FeQ41 W. . Fire Dept. Fire Zone Use Permit Building sewer 5.00 EQA Parkin PlansParcel Declare ion Parcel Map 60' R/W Improvements Lawn sprinkler system 2.00 Parcel Approval Approval Plans Approval Permit Fee $ NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER ELECTRICAL No.1 @ FEE PERMIT FILING FEE $3.00 Main service 100 AMP ORV OR LESS5.00 rfs �� Main service EA. ADD'L 100 AMP 2.50 Single Family ❑ Duplex ❑ Mobil Home Others ❑ Main servicR 600V e 1100EAMP OR LESS 25.00 Main service EA. ADD'L 100 AMP 1.00 NEW CONST. DWELLING OCCUP. & OR ADDNS. ACC. BLDGS. ) 2�Sgft NEW CONSTR MULTI -OUTLET NON.RESID. ( BRANCH CIRCUITS) 2.50ea NEW CONSTR POWER APPARATUS &) NON-RESID. (SINGLE OUTLET CIR. CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: r_ f t ,4 5 Lr rS / Ex. Occup(OUTLETS OR FIXTURES) BAL21 04 TS (RES. OR ) Ex. Occup. (OUTLETS OUTLETS (REST D.1 EA 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No. ''fi d 5 Classification �f� Misc. Wiring 6.25 ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. -F�fiave placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. Iermit is issued I shall not employ certify that in the performance of the work for which this P p y an y person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ 1 certify.that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby .ti /%i% - �cx�if 3 d0 TOTAL PERMIT FEE $3a , above mentione pro rty or inspection purposes. Date /- % $ignatur of Permitee or Agent Receipt No. f`/ 6 G 2J White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIREC OR OF PUBLIC WORKS BY Or - Date z3� 4i9 permit expires Date5'�L%�7 Contractors ' License MOBILEHOME SUPPORT DATA #261905 Mobilehome Mfr.. Setup Model No. Year Width (ft.). Length,.. (ft.)- -Expando`Size ft.x . (Draw support details below) . On all mobilehome., manufactured after October 7, 1973, furnish manufacturer's installation manual and structural setup sheets (if not .on .file with the County of Butte). a Center Center Support Support Footing Sizes Locations (in.) • . .. in. xtin.) .. ( f 7'In� . . . . . . . .. . .. . i _--1 . .... .. ff-f � in . Z x So Footings -(check.one) Wood :either pressure treated or fdn. `'grade.: 'L.2 -::Concrete pad. 3.: Other, -'specify Supports (check one) Concrete block 2. Concrete piers 3. Steel piers . ................... Other, specify Typical Support x, In Footing -Size- Max. Pier. ..... � d -6= Spacing .. ..�. ,.. . _ . ft. -n.) in. .) ._ (in.) (in.) k I I (In.)ax %',If center piers are other than drawn above, draw in locations, spacing, and dimensions. BUTTE COUNTY BUILDING DEPARTMENT APPROVED �v BUTTE COUNTY DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville,.CA. PHONE: 534-4541 MOBILEHOME INSTALLATION SHEET 1. owner's name: m,�_t, ( Z.r 5 2. Installer's name: OROVILLE MAUR, sL11 ES 3. Is the site currently under permit? yYe/slkl'l No —L ( If yes, furnish permit number �/.7 �- �(�j ) OR Is the site an existing site? Yes / / No (If yes, furnish two (2) plot -plans.) 4. Will the mobilehome be located at least 5 ft. away from septic tank and leach fields and clear of all setbacks and easements? Yes 7 No (If no, clarify ) 5. What is -the mobilehome electrical rating? ----------------------- Amps 6. What is the mobilehome site service rating? --------------------- ,,.20� Amps 7. What is the mobilehome site circuit breaker rating? ------------- /%'� Amps 8. Is there any other electric load to be served by the mobilehome site service? --------------------------------------------------- Yes 77T No (If yes, identify the load and size: (Load) s) 9. What is the mobilehome site'gas pipe size? ---------------------- 10. What is the type of gas service? ----------------------------- Natural / / LPG / 11. What is the gas pipe length from meter or tank to the mobilehome? (ft.) 12. :What is the mobilehome gas demand? ---------------------- ------ (BTU) (This information not required if pipe length less than 6 ft. on natural gas ' , "' or less, ;than 50 , ftt on LPG.) o O .5 c ..' " � `.0 �" P -LO 4) > T�pa0a) N L' 0 f�. - a' ` o h O L 0 � ak r E ' u b QM o-�� 4_ O (a4.� 0(U so E+' <� - (�IM E 4-WCLo or o -� = e) s E Z � LAJ °�� C) ' o i O `_ O �: z 0-- D p r) `p 0 -om 1 ' erm uS •ir E d, 77: d a) g { o � r'r c O av � QM o-�� 4_ O (a4.� 0(U so E+' <� - (�IM E 4-WCLo or 9• Lii Z � LAJ °�� �- o Lij �: z 0-- D p r) ' erm 9• -SPACINGS SHOWN APPLICABLE ONLY IF INTERMEDIATE PIERS POSITIVELY ATTACHED TO FRAME & PAD Iru TOTAL MATTGUARD (ail frame sizes) t ,•� I•. 1 U ONLINE OF (Monuf. Hm.) UNIT GHF-31 PIERS k PRECAST CONCRETE PADS TYPICAL MARRIAGE UNE SUPPORT PIER k PAD SPACING PER (Manuf. Hm.) .INSTALLATION M,Ww SEE NOTE 13 (Page 2) INTERMEDIATE PIERS do PADS SPACING PER (Manuf. Htr) 'INSTALLATION MANUAL- SEE NOTE 13 (Page 2) 1 EXISTING (Manuf. Hm) BEAMS /- OURINEOF / (Manuf. Hm.) UNIT Df5TINC (Manuf. Nati) BEAMS GHF-31 PIERS k PRECAST COW -RETE PADS TYPICAL INTERMEDIATE PIER k PADS SPACING PER (Manuf. Hm.) 'INSTALLATION MANUAL' SEE NOTE 13 (Page 2) TFRAME SIZE CART1UVER IMATTGUARD SPACING Iru TOTAL MATTGUARD t ,•� I•. 1 U u u u u LJ7711 LJ u u I I T I nT IT II r•—, 1-7-1 T T T T T 'T I I ( I--��� T T I -I --r L r L I T L -r L -r L-rLt, LTJ I= I 22' MAX I 22' MAX 66' (OVER 66'. ADD 1 MATTCUARD PER RAIL EVERT 221 i 11' MAX /- OURINEOF / (Manuf. Hm.) UNIT Df5TINC (Manuf. Nati) BEAMS GHF-31 PIERS k PRECAST COW -RETE PADS TYPICAL INTERMEDIATE PIER k PADS SPACING PER (Manuf. Hm.) 'INSTALLATION MANUAL' SEE NOTE 13 (Page 2) SINGLE TYPICAL "n-01LIBLEWIDE TYPICAL NOTE: FOR DOUBLE TRIPLE OR MULTIPLE WIDE VR M FOIL OW SAME PUCEMENT PATTERN IN EACH ADDITIONAL MODULE. OR&WC INDICATES MATIWARD SPACING WHEN INTERMEDIATE PIERS ARE ATTACHED TO FRAME AND PAD. RETF.OFTTS IAT NOT REQUIRE THAT MARRIAGE LINE SUPPORTS OR WTERMEOMTE PIERS BE ATIACIIED TO FRA!E (aee m nufacnurera sp—) [1 MATTGLIARD PIER HEIGHTS I", Minimum Maximum IEH- F -?1 (Toll) 20- 31' I GH-F-31(Med) 15 2-T _.EGHF-31 (Short 11 17' Measurements taken from grade (WHEN RECOMMENDED BY MANUFACTURER) THE FOUNDATION SYSTEM IS SAFE FOR INSTALLATION IN FLOOD PLAIN AREAS 1 to bollom of (Manuf. Hm.) frome WHERE DEPTH OF FLOODING DOES NOT EXCEED THE OW OF FOUNDATION ELEVATION .. . . . t THIS CHART IS ONLY APPLICABLE IF INTERMEDIATE PIFRc, ARF NOT POSITIVELY ATTATCHED FRAME LENGTH TFRAME SIZE CART1UVER IMATTGUARD SPACING Iru TOTAL MATTGUARD T I T- I T I I I T I T I T I T I T I 15 feel 3 per frome 6 It u LTJ LIr 41 T r� 7-1/2'-j-- 15 feet 15' 45' (OVER 45'. ADD 1 MATTGU&M PER RAIL EVERY 15') 15' -�-- 7-1/2' --'j SINGLE TYPICAL "n-01LIBLEWIDE TYPICAL NOTE: FOR DOUBLE TRIPLE OR MULTIPLE WIDE VR M FOIL OW SAME PUCEMENT PATTERN IN EACH ADDITIONAL MODULE. OR&WC INDICATES MATIWARD SPACING WHEN INTERMEDIATE PIERS ARE ATTACHED TO FRAME AND PAD. RETF.OFTTS IAT NOT REQUIRE THAT MARRIAGE LINE SUPPORTS OR WTERMEOMTE PIERS BE ATIACIIED TO FRA!E (aee m nufacnurera sp—) [1 MATTGLIARD PIER HEIGHTS I", Minimum Maximum IEH- F -?1 (Toll) 20- 31' I GH-F-31(Med) 15 2-T _.EGHF-31 (Short 11 17' Measurements taken from grade (WHEN RECOMMENDED BY MANUFACTURER) THE FOUNDATION SYSTEM IS SAFE FOR INSTALLATION IN FLOOD PLAIN AREAS 1 to bollom of (Manuf. Hm.) frome WHERE DEPTH OF FLOODING DOES NOT EXCEED THE OW OF FOUNDATION ELEVATION .. . . . t THIS CHART IS ONLY APPLICABLE IF INTERMEDIATE PIFRc, ARF NOT POSITIVELY ATTATCHED FRAME LENGTH TFRAME SIZE CART1UVER IMATTGUARD SPACING MATTGUARD/RAIL TOTAL MATTGUARD 0' TO 29' 7' or larger 7 feet 15 feet 2 per frame 4 29'-1' TO 44 -Cr 7' or larger 7 feet 15 feel 3 per frome 6 44'-1' TO 59'4' 7' or larger 7 feet 15 feet 4 per frame B 59'-1' TO 74'-0' 7' or larger 7 feet 15 feet 5 per frame 10 74'-1' TO B9' -(T 7 or larger 7 feet 15 feet 5 per frame 12 0' TO 25' under 7' 5 feet 15 feet 2 per frame 4 25'-1' TO 40' -Cr under 7' 5 feet 15 feet 3 per frame 6 40'-1' TO 55'-(r under 7' 5 feet 15 feel 4 per frame B 55'-1' TO 70'4' under 7' 5 feet 15 feet 5 per frame 10 70'-1' TO 85'4' under 7' 5 feet 15 feet 6 per frame 12 +� If intermediate piers between end of home and first MottGuord have positive attachment. Conniver can extend to 7-1/2' (Singlewide homes only). DOUBLE WIDE HOMES 0' TO 40' 10' or larger 10 feet 20 feel 2 per frame 8 40'-i' TO 60 -Ir 10' or larger 10 feet 20 feet 3 per frame 12 -60;.-I.: T0.80'-0:.. X10' -or, lorger..._._IO.feet--- 20 feet _ 4.per_frame 16 0 TO 30' r to 10' 7 feel 16 feet 2 per frame B 30'-1' TO 46'-0' 7' to IT 7 feet 16 feet 3 per frame 12 46'1' TO 60'0' 7' to 1(r 7 feel 16 feet 4 per frame 16 60'-1' TO 74'-(r 7' to 10' 7 feet 16 feet 5 per frame 20 0 TO 26' under 7- 5 feel 16 feet 2 per frame B 26'-1' TO 42 -If I under 7' 5 feet 16 feet 3 per frome 12 42'-1' TO 58'-(r under 7' 5 feet 16 feet 4 per frame 16 56'-1' TO 74'-0' under 7 5 feet 16 feet 5 Der frame 20 DEFINITIONS. Intermediate piers - Existing or new piers between MottGuords Frame Length - Measured length of frame of home Cantilever - Measurement from end of frame to first MattGuard MottGuord Spacing - Measurement from MottGuord center to center MVtn V-CUA1 PC7U;4DAraw 7rVJtiw MEALt1m AND SAFM COOS. SECTtC)N 18531 A P P R O V E 0 SUBJECT TO Cr-AtECTIO'•4 rNOTED Approval do•s ..of ov*vix xt a oapra.v or.T ornia.ow oe devie}ia front reprw.w+....n of opprecobie Stene ta-t v.d req -10 rn. Steve of C.Ciforn:o Depvnnsent of Tfovsina and Conmvnry Developd -a 1 OMSFCuV OF ES AND STAN'DAR'DS 8r` - - ----- are L- /1 SPA NO. !-----____ *hie Dton A. voyai Expires zal�- INSTALLATION INSTRUCTIONS: I. DETERMINE AMOUNT OF MATTGUARD PIERS REQUIRED PER INSTALLATION SCHEDULE AND MARK BEAMS FOR LOCATIONS. RELOCATE ANY INTERMEDIATE PIERS WHICH OCCUR AT MATTGUARD LOCATIONS. 2. LEVEL THE SOIL, PLACE MATTGUARD PAD AND INSTAL. PADS PER PLAN. 3. ASSEMBLE GHF-31, BOLT TO CONCRETE PAD AND POSITION PIER AT HIGHEST ROUGH ADJUSTMENT UNDER BEAM. 4. RASE UPPER PORTION OF CHF -31 AND ATTACH TO BEAM. REFER TO TYPICAL BEAM CONNECTIONS PER SHEET 3 FOR SPECIFIC BEAM CONFIGURATION. 5, PADS MAY BE PLACED WITH A MAX. ELEVATION DIFFERENCE OF 20r PIERS MAY BE ROTATED TO EDGE OF BASE PLATE RADIUS. MATTGUARD CERTIFICATION: THIS WILL CERTIFY THAT THE SUBJECT MATTGUARD GHF-31 IS CAPABLE OF WITHSTANDING ALL'RATED DESIGN LOADS, REGARDLESS OF THE PIVOTAL CONFIGURATION OF THE UNIT BETWEEN THE HEAD AND BODY OF THE STAND. THE CHF -31 IS SAFE FOR ALL RELATED LOADS. THIS CERTIFICATION IS PREDICATED UPON THE PROPER INSTALLATION AND TIGHTENING OF THE UNIT. TIEDOWN REQUIREMENTS: (This is for Singlewides only.) Tiedowns required and may be one of the following: -On Asphalt -Cut out asphalt 2-1/2" deep, set MattGuord .Pad in and backfill with asphalt. -On Concrete-MattGuord Pad may be secured to existing, cleaned concrete with 1/4" - 1/2' thin .set mortar. -On Eorth-AI Installations: Use 30" long, double 4" helix . disk, #32 strop (7' long) with split bolt, auger (or other state approved tiedown system, with a working load of 10001 in class 5 soil). Set one length wise on the centerline between each set of MottGuord Head Plate clamps. -Retrofit Foundations: Where there is inadequate working space for the above auger installations, place one auger per MottGuord strapped to frame near outside edge of home in line with MattGuard. GENERAL NOTES: 1. REFERENCE: CALIFORNIA CODE OF REGULATIONS, TITLE 25 AND U.B.C. 1991 EDITION. 2. DESIGN LOADS: VERTICAL ROOF LIVE LOAD - 30 PSF, FLOOR LIVE LOAD - 40 PSF LATERAL, WIND LOAD - 80 MPH EXP. 'C, SEISMIC ZONE 4 3. THE DESIGN LOADS SHALL BE CONSISTENT WITH ROOF LIVE LOAD, WIND LOAD, AND SEISMIC ZONE AS ESTABLISHED FOR A PERMANENT BUILDING WITHIN A SPECIFIC LOCAL AREA 4. ALL FOOTINGS ARE TO BE SUPPORTED BY FIRM, UNDISTURBED SOIL FOOTINGS ARE DESIGNED FOR 1000 PSF TOTAL LOAD SOIL PRESSURE AND SHALL BE COMPATIBLE WITH LOCAL SOIL CONDITIONS. 5. CONCRETE: 3000 PSI AT 28 DAYS AS TESTED. 6. STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 FABRICATE ACCORDING TO ASC SPECIFICATIONS, WELD ACCORDING TO AWS SPECIFICATION. ELECTRODES: E70 PLATES: ASTM A36 ANCHOR BOLTS: ASTM A307 BOLTS: 5/8' adjusting bolts SAE GR2. All others SAE GR5. 7. THE GFH -31 AND RIDGE BEAM SUPPORT ASSEMBLIES SHALL BE COATED WITH SHERMAN WILLIAMS E-61RC2 ENAMEL OR APPROVED EQUAL AND SHALL BE USED AND LABELED BY INDUSTRIAL TESTING INTERNATIONAL OR CERTIFIED TESTING AND CONSULTING SEVICES FOR THE FOLLOWING LOADS; MAJOR AXIS: 1350 MAX (IN PARS OF TWO PLACED OPPOSITE.) MINOR AXIS: 1450 MAX VERTICAL.• 60001 'MAX . B. THIS FOUNDATION IS DESIGNED FOR INSTALLATION UNDER MANUFACTURED HOMES (Monuf Hm.) CONSTRUCTED WITH LONGITUDINAL OR CROSS JOISTS. 9. THIS FOUNDATION IS DESIGNED FOR PLACEMENT ON LEVEL UNDISTURBED SOIL WITH NO EXISTING SOL PROBLEMS. THE DEFINITION OF LEVEL FOR MATTGUARD FOUNDATION PAD IS; GRADE CAN VARY 3% IN EITHER DIRECTION (1/2" IN 20' DIRECTION, 1-1/4" IN 44" DIRECTION) OF THE PAD. 10. PADS FOR THE INTERMEDIATE SUPPORT PIERS SHALL BE LOCATED AND SIZED FOR THE LOAD AS SHOWN IN THE MANUFACTURED HOME INSTALLATION INSTRUCTIONS. 11. IN AREAS WHERE DIFFERENTIAL SETTLEMENT (D.S.) CAN OCCUR, THF FOUNDATION SHALL BE READJUSTED WHEN O.S. EXCEEDS 1/4 , OR WHEN IT WILL ADVERSELY AFFECT THE USE OF THE MANUFACTURED HOME. 12. RETROFITS: WHEN INSTALLING MG ON PREVIOUSLY INSTALLED HOMES, REFER TO MANUFACTURERS INSTALLATION INSTRUCTIONS, AND/OR RETROFIT INSTALLATION SCHEDULE LOCK -TOP INTERMEDIATE PIERS, MARRIAGE CONNECTIONS/PIERS MAY NOT BE REQUIRED. 13. IN ABSENCE OF MANUFACTURERS MANUAL, REFER TO STATE OR LOCAL INSPECTING AGENCY REQUIREMENTS FOR INTERMEDIATE PIER SPACINGS. MATTGUARD PAD ORIENTATION SINGLE AND DOUBLE UNIT PREFERRED PAD ORIENTATION: THE LONG DIMENSION OF THE PAD MAY BE PERPENDICULAR TO THE BEAM, WHEREVER POSSIBLE BPSE PLATE RADIUS MUST FACE NEAREST OUTSIDE EDGE OF HOME. WHERE THE FOUNDATION PADS WOULD EXTEND PAST THE SKIRTING, THEY MAY BE ROTATED SO THAT THE LONG DIMENSION IS PARALLEL TO THE BEAMS. MULTIPLE UNITS ONLY: WHERE FIELD CONDITIONS MAY REQUIRE PAD' ROTATION, NO MORE THAN HALF OF THE PADS CAN BE ROTATED SO THAT THE LONG DIMENSION OF THE PAD IS PARALLEL TO THE BEAM. ,.,cxrtdxOMt KXJNU.j:.. s+DrE,.. HEA1rH AND SAFM COO:. SECTION 18551 A P P R O V E D SUBJECT TO CORRECTIONS NOTED approval daes ..w co*,*r xe a approve any amms+on a devicks horn reduo..r. m o! appLcoDle Stox tow cmd requia"am. Stcte of Cvafom;a Depavtmem of Hovs;n2 and Comnwerry Devebvn+erh QZ4CODES AND STANDARDS sfe ---- - ate SDA NO. 40-:1-4145-0: --------- 'his Ploy, A Nroval Expires f 2 ADVANCED FOUNDATION SYSTEMS, INC. 470-C AIRPORT BLVD. 34-14 WATSONVILLL CA 9507E (800) 434-1444 FOUNDATION SYSTEM ONLY MATTGUARD GHF-31 MANUFACTURED HOME FOUNDATION SYSTEM 00 NOT SCALE DRAWING I PATENT !4 DES. 343,4.': 10/3/961 PAGE 2 of 31 \ MATTGUARD STAND / \ AND CONCRETE SRT FOR 3/4 : 3' \.B.WITH 1 NEW -I / AND I HARDENEDDWASHER\ I i I- -I FRONT III- -I I I - SUM AND. FARM OR ASPHALT -I I -I I - SLAB CANTILEVER APPLICATION NOTE: FOR PARTIAL CANTILEVER OFF SLAB, PAD MAY BE SET ON ASPHALT, SAND, OR EARTH. SAND OR EARTH MUST BE WITHIN A 2x4 P.T. FORM. ASPHALT DOES NOT REOUIRE A FORM. CABANA PORCH ENCLOSURE TYPICAL MAIR)FACTURED HOMi W��m U 44 D.F. #2 SUPPORT BEAMS PERIMETER FRAMED & SPECIAL APPLICATION CONNECTIONS SKIRTING, RETAINING WALL OR SIDING C BEAM 551 5/1r x C BOLTS. FIELD DRU HODS (2) o' devi m. SPA NO. f'----------- -N;w Plan A -Arovol Expires . NOTE: 17 SO IN OVERSIZE FOR CHIPPING 2 3/4' X r PENN. INSERTSI AND/OR CORNER BREAKAGE PAD CAN BE BURIED UP TO 2-1/2' 4x4 - 44 WWF 4 GAUGE�� ( f PRECAST FOUNDATION PAD nMATTGUARD TO BEAM CONNECTION I H4 HURRICANE ANCHORS DE AT 24' ee 46 D.F. 12 SUPPORT BEAMS x S LAG SCREWS (2) CH MATTGUARD STAND e MARRIAGE LINE FLOOR JOIST e 1 e . * NOTE FOR ALL OF ABOVE HEAD RATES C X C HEAD PLATE C X 9 1/7 HEAD PLATE PER APPLICATION REOUIREMENT TYPICAL BEAM CONNECTIONS -- C BEAM 1' BOLTS (2) :!D DRILL HOLES 3/1C PLATE CLE S LONG -1 1 F wox 0 S (2) S 470-C AIRPORT BLVD ADVANCED FOUNDATION SYSTEMS, INC. e 34;a� 95D76 FOUNDATION SYSTEM ONLY MATTGUARD GHF-31 MANUFACTURED HOME FOUNDATION SYSTEM DRAWN BY: DATE SGIE R.ANDERSON 10/3/96 PAGE 3 of 3 11 NOT SCALE IRAWINGPATENT p Dz. 343.491 ox gco-� ox 9 9z ® V OX 909 — — — — — — — — — +a ------------- r, �� II )t.lnifi I I e9tz Ij 890 8992 � I I 'W2�08 ?�31.S`dW v` II 6`2 I I _II N008038 —VI IX j �j IN I'o o I� m. p_ I I1 a9�z ss z ► Ni I N H7te9vz SSdd �,a 890t� g9oz SSVd AG 290-V 890 �j a 8992 8992 - ly ) _ I 114 o W0ON ONIN10 II 431.13 I 10;u WUOIIAu3 I — unoo apne IC7 AMIddY U' f II V4008sssz00b 0N1A1l h f 998z II w I N3 HOJ.I>l i W o I I I 41 A 99 dV13i I M0 i O O �902 d OX 0Tox otot� ox 9209 X 9�0 2 ! aII I I� II it I II it 11 �I I i I /ZvZ , s� �