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HomeMy WebLinkAbout072-250-047JOHN MORGA 39 Old Post -Dr, Orov' 1 I � /�� Contr: Best Line Bldrs 16111 Permit#2810-88B,P,E, ew single family) is -a5- !1. Permi 14-88B(fire sprinkler/SF) 072-250-QSF)-PERMIT05-2939 MORGAN, John ., 1. / -39-01d-Post Dr. , Oroeille jyrt.-Install Gas Line & Furnace/SF.jI 072-250-047' 00-2460 NORMAN, STEVE & TERESA 39 OLD POST RD. OROVILLE CONTR: PERFECTION POOLS NEW POOL MASTER PLAN 504-97 f� I r I I 1 JOHN MORGA 39 Old Post -Dr, Orov' 1 I � /�� Contr: Best Line Bldrs 16111 Permit#2810-88B,P,E, ew single family) is -a5- !1. Permi 14-88B(fire sprinkler/SF) 072-250-QSF)-PERMIT05-2939 MORGAN, John ., 1. / -39-01d-Post Dr. , Oroeille jyrt.-Install Gas Line & Furnace/SF.jI 072-250-047' 00-2460 NORMAN, STEVE & TERESA 39 OLD POST RD. OROVILLE CONTR: PERFECTION POOLS NEW POOL MASTER PLAN 504-97 M�1167 NOTES r � � RESIDENTIAL 072-250-047 00-2460 PERMIT NO. _._-NORMAN, STEVE &'TERESA 39 OLD POST RD. OROVILLE CONTR: PERFECTION POOLS I NEW POOL MASTER PLAN 504-97 11 SPECIAL CONDITIONS 11 SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER t. JOB FINALED Date 4 Signature lAdp CHECKED BY J = OK 0 = Not OK - = Not Applicable = Not Ready t Iil10BILE HOMES Date ' MOBILE HOME UTILITIES (Plans) OK except #'s Footings; Soils -Size -Depth -Spacing -Connectors -Steel 1. Zoning Requirements -Setbacks -Easements I 4. 2. Soils; Special MH Support Sketch Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 3. Sewer; Location -Test -Fall -C/O -Concrete 11. 4. Water; Location -Test -Easement Needed (Sketch) 12. 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ /'LPG 7. Well Clearance & Disconnect 8. Utility Clearance FINAL (Plans) OK except #'s 1. Setbacks -Easements Date Soi s; Compaction -Structure Stability Card B-1 Date Card B-1 Date Structure; Steel -Connections -Thickness Dead Men -Lining Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements t' 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 1\ 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 Date 9. Tie Downs -Type -Installation Cert. Date 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements-Setbacks-Easemenfs' 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails I 4. Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing F 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors IN 7. Electric 8. Frmg.; Sills -Anchors- Stud s-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 sDate FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soi s; Compaction -Structure Stability „3,1fool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI t' 6. Elec.; closures; Conduit Entries -Terminals -List d z-zec.; Bonding; Metal w/5' -Circulating Equi . eater 1\ 8. 9. Elec.; Grounding; Equip. w/5' Circ g Equip. -Pool Lghtg. Boxes- Enclosure s- Pane lboards-Ins. to Main in Conduit Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 IN V = OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (%c Date 46. Underfloor (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel- Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-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 B-1 Date 63. PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 70. Fireplace or Stove, Clearance -Hearth Date 71. Card B-1 Date Card B-1 Date 72. Card B-1 Date Card B-1 Date 73. ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 30. Range Circle / / ga Cu or Al -Oven Circ. / / ga Cu or Al Insulated Neutral O Yes O No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings Date 86. Card B-1 Date Card B-1 Date 87. Card B-1 Date Card B-1 Date 88. MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Comments at Final: 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing jingle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One X -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Root Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romer. Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes 82. Following Insild./Drive 'J Yes ] NoMalks D Yes J No/Planters J Yes 7 No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: 111-? _'"�, nom.' .:!` _ $M �ff9►•• „ice •.�i.i^' .-► t W ..� hVFW—'�F • COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES - 411 Main Street • Chico, CA • (530) 891=2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the. above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. n..i a:t a k. 1 K. +7 4 #i( �Z tit^: -3 REV 10/92 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 PERMI 0 (Rev. 12/96) APPLICATION AND PERMIT 42 "0 ASSESSOR PARCEL NUMBER 072-25-0-047 ZONING BRIO BUILDING PERMIT OWNER Steve &Teresa Norman TELEPHONE SO. FT. OCC. BUILDING VALUATION est 28,000 .OWNER'S MAILING ADDRESS 39 Old Post Rd., Oroville CONTRACTOR'S NAME Perfection Pools TELEPHONE 895-0437 CONTRACTORS MAILING ADDRESS 897 East 20th Street, Chico 95928 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 28.000 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 271.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan CheckingFee $ BUILDING ADDRESS 39 Old Post Rd., Oroville Energy Plan Checking Fee $ $ PERMIT FEE $ 314 50 LOT NO. SUBDN610NS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF 55 Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: New Pool Master Plan # 504-97 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W I @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service z�oo� oa v ss 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license I In full OfCe and effect.y/�/ License Class C: " Lic. No. ���q;�/ `T" OWNER -BUILDER DECLAMATION 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 TG Main Service TO 46.00 NEW CONST. DWELLOCCUCUP. IEL OR ADONS. ( a ACC. BUDS. SO 3.50FT. MUTLET t,DµR61DT LTI-OU 97,50 PowER APPARATUS a SINGLE OUTLET CIR. OUTLET OR FIXTURES Ex. Occup.BAL 20 @ t.IM @ .50 Ex. Occup. OUTLEOTSA RES D.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 1 30.00 30.00 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. 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'.9ompensation insurance carrier and policy number are: Carrier C',4 Z, Policy Number to 9,7 z/ 6 / (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 compensation workers' compensation provisions of section 3700 of the bor Code, I shall rthwith c ly with those provisions. �Q Date Dc Signature ofd pp icant - ❑ Owner ❑ Contractor J' Age An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ 399.50 HAz. D IM A0 FU6 CD PARCEL PD. �' - 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 w ich fees have been paid. By Date PERMIT EXPIRES ON /CI f/ Date ReceiptNo. 308624 / $ 399!50 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 PE Merry N Rev. 12/96) APPLICATION AND PERMIT h T4,0/ ASSES°ORPARCEI NUMSEII D ��`-� `,2O/NO BUILDING PERMIT OWNER LJ'�E�`e.. S �9 AV41114� j�Lz-s tt��'"O"e SO. FT. OCC. BUILDING VALUATION OWNERS (WING ADORM , �- CONTRACTORS NAME TftV4$O$ONE /7 �- / wNTRACToas wIUNG5oREsa °ONSTRUCTgN LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation S 66 C) ARCNTTECT OR ENGINEER LICENSE NO. Slina Fee $ 20.00 Permit Fee b ARCWECT OR ENOINEER S MAAJNO ADDRESS Plan Checkl Fee $ � •Ob BULDWO ADDRESS 7� �jj `'� `- 9 /I/ �D5T Ener Plan CheckingFee Energy $ b PERMIT FEE : LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20. 0 USEOFSTRUCTURE SF Duplex ❑ Mobilehome ❑ Other svECIFr Each Trap 7.00 Solar or heat purrrp water heater 23.00 Water piping 15.00 d Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: /ciao ��Q� L/ per/ 2Z211 �� / — % "/ Gas piping system 1 - 5 outlets 15.00 Buildingsewer 15.00 Mobile Home S G W 020.00 PERMIT FEE _ ELECTRICAL PERMIT Filing Fee 20.00 TOTAL $a ���� Oco[st1' SRA $ �— SHERRIF TOTAL $ � RECEIPT # IQ (� Receipt No. WHITE-D.D.S.-S.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT in Service 2�o'. oa LEss 23.00 Mal NICe 200A TO IOWA 48-00 NEw 003.50F'6 OWEtff OCCUR 3.8¢F' oR AooNs. Acc. S.T. NONRES D. IAULTI-OVILET @7.SO WER APPARATUS a S OVTLET CIA. EX. OCCU OLmrr O ES s20 O 1.0,0o FIXED . EX. Occup. OUTLETS P�iES D. E 5.00 Temporary Service 3.00 Mobile Home Facilities 20.00 Misc. Wirinq 23.00 ({�eo POOL— PERMIT FEE = r60 MECHANICAL PERMIT Fling Fee 20.00 Hoa Cooling Hood 6.50 Ventilation PERMIT FEL: S Mobile Home Installation Fee $ Energy Inspection Fee $ CONST. npE� TOTAL FEE $ Eocc_ HA2. D. FEES IMP FLOOD COF PARCEL PD HD ISSUE E --- This permit is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON More) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: VOeln,,9 ALJ ASSESSOR PARCEL NUMBER: 0179 Proposed Building Use: Building Inspector: G Date: /6 I?—ed At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By r ❑ 1. All iiems have been submitted-------------------------------------------------------------------------------------- -2-�lot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ VW. 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. --------------------------------------- 118. -------------------------------------- ❑8. Hazardous Material Form. ------------------------------------------------------------------------ ❑ 9. Manufactured Home data and installation instructions including Tie Down Specifications. ❑ 10. Fees of $------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule. ❑ 12. California Department of Forestry plan approval/fees.------------- 1[ ❑ 1 lood elevation certificate. --------------------------------------------. 4. Sanitation and plot plan approval ift Health Department. ❑ 15. City of Chico plumbing permit. --------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. --- ❑ 17. Planning approval for (A) Use: (B) Parking: ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). ---• 020. Pre -inspection for required Request to Building Inspector on 021. Contractor's license information. (Number, Name Style, Classification). El 22. Workers' Compensation carrier and policy number. ------------------------ ❑23. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). --- 024. Letter of signature authorization. --------------------------------------------- 025. Recorded copy of Agricultural Acknowledgment Statement. --------------- 026. Letter of intent on building use. ------------------------------------------------ 027. 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: 0 When you issue the permit, process as follows ❑ Mail to owner, ❑/Mail to contractor. Y75-407 ❑Telephone _ O /5 407 and hold for pickup at ce. ❑peliver with inspector. Applicant:� / Date: 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: 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 4ph9ne, ❑ mail, ❑ Build' °fig DD 'sion counter, by Dz§ Plans reviewed by: Date: ' Plans approved by: -_d" Date: :, Xe,:,' / J Sets of plans on hold in 0 Plan Cabinet, 0 A.P. folder. Note'transfer by: Date: (Date) lt,4"'q—Qe) E.H. USE ONLY .� Plot Plan Attached Floor Plan A ached Sent to B.D. / TO: Building Department FROM: Environmental Health "_ SUBJECT: Sanitation Clearance 2A IV P_ 6,1v P0_S-/- 4/ 2 - Owner Location AP# Plan Approved for: Sewage Disposal Water upply: Public Private Well Clearance for dwelling. Other '16) Hold final for: Final clearance O.K. for: NOTE: &I'M 0 Environmental Health Specialist Date 8/96 (i7�-d5C_ G47 A . f PERMIT NO. 2810-88B,P,E,M PERMIT EXPIRES D11n /W9 OWNER JOHN MOR AN CONTR. Best Line Bldr'l �9ASSESSOR PARCEL 72-25-2port LOCATION 39 Old Post Dr, Oroville -Z)k Temp. Power Pole Called PG&E Temp. Elec. Service Called PG&E Temp. Gas Service Called PG&E JOB FINALED (Date) Signature . f •• =. OK 0 = Not OK Not ' = Not ReadyMOBILE HOMES MISCELLANEOUS Date MOBILE HOME UTILITIES (Plans) OK except #'s Date DECKS,COVERS,CARPORTS,GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Sewer; Location -Test -Fall -C/O -Concrete 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts-Beams-Rftrs.-Connec.- Shthg.-Rfg.-Bracing 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete. 6. Gas; Location -Test -Wrap: / P1 ft. / /"Nat. or/ P'L"ft./ /"LPG 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Utility Clearance 7. Elec. 9 8. Frmg; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh Card -131 Date Card -81 Date 10. Roof; Shthg-Roofing Card -61 Date Card -61 Date - 11. Ext.; Steps -Doors -Landings Date MOBILEHOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Card -131 Date Card -131 Date 2. Footings; Size -Spacing -Marriage Line Card -B1 Date Card -81 Date 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances Date POOLS (Plans) OK except #'s 5. Drain; MH Test -Fall -Flex Connector 1. Setbacks -Easements 6. Water; MH Test -Regulator -Connector 2. Soils; Compaction -Structure Stability 7. Water and Sewer Connected -C/O to Grade -HD Approval 3. Pool Structure; Steel -Connections -Thickness - Dead Men -Lining 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 4. Elec.; Receptacles and Lighting, Distances-GFI 10. Cert. of Occupancy 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 -Panel boards -Ins. to Main in Conduit Card -B1 Date Card -B1 Date Card -131 Date Card -B1 Date 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Card -B1 Date Card -131 Date Car8-81 Date Card -B1 Date = OK 0 = NotOK RESIDENTIAL (Single and Duplex) - =Not Applicable _ Not Ready ' Date UNDERFLOOR (Plans) OK except #'s G. g., Main; Soils-Steel-Elec. Grnd.-/ /" Ftg. De _ . Ftg., Garage; Soils -Steel-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /"Ftg. Dei St wall ain; Steel- Blockouts-Wrapped Stem IIs, Garage; Steel-Blockouts-Wrapped p 7. ; Steel-Wr pped s-Firepl a Ft .-St �- (_ .W.V.; F -Fit ' g Tk - way C/O -Sewer Test 10. Gas Pipe; Size -Anchors " ft Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric; Underground 13. Plenums & Ducts; Cle Cance-Material-Supprt-Ins. . Girders -SINS Anc hefBolts-Joists-Vents-Cripples 15. Insulation Card -81 - Date _ Card -131 ° Date -7 $ Card-B!C Dat and -131 Date Date PLUMBING (Permit) OK except #'s 16 -Water Ht. Vent -Access -Combustion Air -Baffle 17. titer Pipe; Test & Anchors -Nail Protection 8. D.W.V.; Test-Fttngs & Anchors -Nail Protection 407 -Shower Pan; Test, First Floor -Tub Access Test Tub & Shower, 2nd Floor -Tub Access 21. Gas Pipe; Size & Anchors Card -131 Date,0-Card-B1 Date Card -131 Date Card -131 Date Date ELECTRICAL (Permit) OK except #'s 2??Axture & Transformer Clearance -Ins. Protection t-l3,lec. Receptacles Spacing -Lights & Switches at Doors 4. Size Boxes & No. of Conductors -Stapled t22-. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water A,127. 2 Appliance Circuts in Kitchen & Conductor Size/G.F.I. 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / /ga. Cu or Al 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral Yes No 30. Service -Riser Conductors & Ground -Main Disconnect 31. Equip. Clearances Panels-Motors-Mech. Equip. 32. Clothes Closet Light -Shower Light -Spa Light 33. Smoke Detector Card -610P Date,12-/9 Card -131 Date Card -131 Date Card -B1 Date Date MECHANICAL (Permit) OK except #'s 34. A.C. Ducts Insulation & Support '35. Vent Fan; Exhaust above insulation 36. Condensate Drain & Overflow; Size & Grade 37. Furnace -Vent; Access -Comb. Air -Return Air Vent -115 outlet 38. Attic Access & Platform if Furnace in Attic Card -B1 Date Card -131 Date Card -B1 Date Card -131 Date Date IF (Plans) OK except #'s 39. Sills, Proper Material & Anchors 0. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound Bearing Walls over Girders & Floor Nailing 2 Draft Stop in Walls (rat proof) Fire Stops; Furred Ceilings -Stairs -Chases -Tub 44. Header & Beam -Size & Bearing Date FRAMING (Continued) 5. Hangers -Post Caps -Anchors -Connectors 6. Cing. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthng.-Rfng. 47. Fireplace Ties or Type A Flu -Fire lace Throat Clearance c48. Attic Access; Size o Protectio raft Stop -Ins. Baffles Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 0. Garage Fire Protection Framing Property Line Firewall & Openings Ext. Doors -One 3' -Check Garage -3rd story, 2 exits L,83'Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 54. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers (,,9 55. Siding-_PJa4hT-9 Veneer Mesh -Drip Screed -Fd. Vents-Underflr. Access ;a -'Glass Protection-Sk Shea&Wills; Nailing -Bolts 59. Insulation-Walls-Clg. 60. Infiltration -Wal Is-Wndws Plastic. Card -B1 Date -/Iand-131 Date Card -B1 Date - I - Card -B1 Date 11 Date FJWAL (Plans) OK except #'s 1. Ext. Steps -Door & Sidelight Protection -Landings Smoke Detector Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 46 room Exitin g� F.I. B xtures & Tub Access -Spa 6. Elec. Trim Subpanel; Breaker Sizes -Labels L,-67. Stairs & Rails 4-6S. Fireplace or Stove; Clearances -Hearth 9. Elec. Outlets at Wood Panel; Int. & Ext. F'xt. & Appliance; Grnd. -�- g Clearance b / c. Outlets & Receptacl at ounter arage Fire Door; Swing- Land in 3. A.C. Duct in Garage -Damper L -74 -Mr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection Plb., Elec. & Mech. Equip. Listed for Location Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. Ii71. Insulation -Foam -Looked in Attic 111y6s, 8. G and Rails & Deck Construction -Post Caps dn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor 80. Following instld.; Drivel es ❑ No; Walks ❑ Yes t cm!* - Planters ❑ Yes Q -No - h 82. A.C. Unit; Disconnect, Electrical, Plumbing L_83,*5Fits Above Roof; Plbg.-Appliance-Firepl.-Clearance to titer Well; Disconnect, Electrical, Plumbing Exterior Elec. Trim; G.F.I. Receptacle -Underground L -t& V ntilation throughout House Glass Protection L -89. -Corrections from Previous Inpections t-89- s Test -Meters Tagged; Gas -Electric titer & Sewer Connected -C/O to Grade -HD Approval 1. Energy Compliance Certificate -Other Certificates •92. Roofing Certificate Card -131 Cyo Date7 - Card -B1 Date Card -131 Dat 0-J/ Card -B1 Date Card -131 Date Card -131 Date CommerW at Final: (NOTE: An entry must be made each time you visit job site) Best LLne BLdr. 39, 0 L d. Past dr., 01-ovi I I� UCSCkik''CIU.+.UI' [i15L!LAT ION (band Name yThicknesi, Vierm:il Resistance (R Value) EXTERIOR KALI. Material FibecjI i:;,; Thickness(Lnzhcs) 61" CEILING Batt or B.1anket ':ypc Fiberglass Thickness( inches) 10 Loose Fill Type Insul Safe III M-inimum Thickness(Inchcs.) l.1 Area covered(ft.Z) FLOOR, ELEVATED Material Fiberglass Thickness(inches) bin FLOOR, SLAB Material Thickness(inchcs) Width (inches) FOUNDATION SCALL Material Thickness(i.nclics.) Brand Name Cert�iinteed. Thermal Resistance(R Value) 14L Brand Name Certainteed Thcrmal.Resistance(It Value) 30 Brand Name Certainteed Number. of Bags Wt. per bag ib. Thermal Resist ance(R Value) 'in - Brand Name.. Certainteed Thermal.kesistance(R'Value) �q Brand Name Thermal Resistance(R Value) Brand Name 'lhermal.Itesistance(R Value) 1. hereby certify that the above insulation was installed in the above building in conforinance with the. State of California Energy Requirements. Shasta Insulation. # 530235 RM K,LRE ONh1:R STATE CONTRACTOR'S LICENSE NO. SIGM%T1Q.E F INSTALLATION APPLICATOR DATE I hereby certify the abovr insulation and all required items as shown on the Building Departiactit approved nl.x»s and attachments have been installed as required by the State of California Energy Requirements. All equipment, de.vLces and materials are of the duality prescribed or are specifically approved by Lite St-Ite of California. FIRM NAMENW10.11 (Please print) STATE CONTRACTOR'S LICENSEE NO. CNATURE OF GFNEKAL CONTRACTOR OWNCR DATE THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL AND A COPY SHALL BE POSTED WITHIN T11E BUILDING. - January 1984 Y: COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS �i 196 Memorial Way, Chico — Phone: 891-2751 , 7 County Center Drive, OroviIle — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE OWNER PERMIT NO. A routine inspecti6n indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office, immediately. _)j - - Inspector, Dates —el)•1 ' 7.., - - .-,-r �.. �"9Y'=`' F•^�r"".�a"'.. �tri'V.rsSo.�l' � • �. J"[ ii�C� .;tr':. :�.:t�n�. �+: �.t' COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE ER A routine inspection indicates that the following violations of County Ordinance exist at the above ddress and should be corrected. Please notify this office when correction work is completed. If you have any question pertaining to this matter, or ne additional explanation, please contact this office immediately. �/ -f-- n Inspector Date 1 ^� Q. ��F�-- COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS + 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE MIT NO. A routine inspection indicates `that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. v Inspector Date COUNTY OF BUTTE; DEP WrIVIENT OF PUBLIC WORKS PERMIT 0. / r/ 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7 �_ 11 x APPLIC'ATION;ANQ PERMIT 000 U As s OR PARCEL NUMBER z°"�'G BUILDING PER OWNER / l TELEPHONE $Q. FT. OCC. BUILDING VALUATION rU � OWNER'S MAILIP ADD ESS �^ I V 1 NT A O 'S NAME ONE TELEPHC4 Z C) C6V ONTRACT •S MAILIADDRES Fireplace co . CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 10,00 LENDER'S MAILING ADDRESS Permit Fee $ .Q ARCHITECT OR ENGINEER LICENSE No. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap ji 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 95.00 '5 130 Each qas water heater or vent 5.00 USE OF STRUCTURE SF Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 / Building sewer 5.00 Mobile Home S I G I W 0.00ea �q TYPE OF WORK New gyp/ Addition ❑ Remodel ❑ Utilities ❑ Installation[] Other ❑ Describe work: Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00' Main service 600V OR LESS 100 AMP OR LESS 10.00 0.6-0 Main service EA. ADD'L 100 AMP 2.50 a CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. .C��% C� License No. `�` ��+�� Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DwEL: o a C New CONSTK ACC , MULTI -OUTLET NON.RESID BRANCH RA C CIRC TS 2.SOea .50 ea POWER APPARATUS e (SINGLE OUTLET CIR. EX. OCCUp(OUTLETS OR FIXTURES eAL030 zAL@ 30 FIXED APPLNS. OR Ex. Occup. OUTLETS (RESID.) EA.) 2.00 Temporary service 10.00 -C%lc�) Mobile Home Facilities 15.00 Misc. Wiring g 15.00 Permit Fee $ 9 6D Contractor WORKMEN'S COMPENSATION INSURANCE .1 declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement,should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating 3 ( fZ Cooling Hood 3.00 3 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X ��%%�:�!�z ��� Date 3 /9d� Signature of Applicant — Owner ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0' deep and demolition or construct- ion of structures over 3 stories in hei ht. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ -3 . OCCUP.1 h3 CONST.TYPC JSCV1 FLOOD PA L PD ND s9U This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DI CR OF PUBLIC By O- PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date D'C�` �-- ReceiptNo. %© ,p --D WHITE-D.P.W. TCLLOW-ASSESSOR. P NK-INePCCTOR. LDCNROD-APPLICANT RevRea jol" -7 %4 145O COUNTY OF BUTTE - DEPART4.9�NT�-GF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE4Atl'F614NIA 95965 TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET ------ OWNER Proposed Building Use Permit No. A.P. No.�����'d�'� Building Inspector Date At time of permit application, I was advised the following data must be submitted prior to permit processing and:/or issuance: DATE RECEIVED APPROVED 1. All items.have been submitted. . . . . . . . . . . . 2. Plot plans in duplicate. /triplicate, signed by preparer of plans. . 3. Complete plans in duplicate./triplicate, signed by preparer of plans. 4. Complete engineered plans and calcs, with wet signature on plans. 5.Plans with Energy Design Compliance Statement. . . . . . i School District "Fees Paid" Stamp on Floor Plan. :397 Statement of Intent for n -Heated and AC Buildings. -8. Fees of $ l N, 6 , , , , , •, 9. Letter of signature authorization. �0. Sanitation approval from Health Dept. • �� 11. Planning approval for (A) Use: (B) Parking: 12. Certificate of Workmen's Compensation Insurance. . . . . . 13. Contractor's License Information (no., name style, classif.) 14. Owner -Builder Verification (Given to owner[], Mail to owner ❑•) _15. Improvements may be required. . . . . . . , , , , 16. Mobi lehome Installation Data. . . . . . . . . . Pre -Ins ec. request to (Date) 7Pre-Inspection for Required. Building Inspect . Recorded copy of Agricultural Acknowledgment Statement. 40-1 ,Driveway Permit.0. Plot plan approval from city of 4 E&neered trusses in duplicate (required prior to plan check). When you issue the ermit, process as follows: Mail to owner, Mail to contractor. Telephone ���P and hold for pickup ate office, Deliver w/inspector. Other / > Applicant `%%G�i�7ate x+31-�� Copy of plans sent Health Dept., Fire Dept., Other Date The following data must be submittdb4,erHyLto permit issuance: (Circle new item not checked above), 1. Index permit for above items No. 2. Additional items required: ` Contractor, .d igner, owner, was advised of above required data by phone�nall_counter by date on ractor, designer, owner, was advised of above required data by—phone _mall ounter by date / iL G+ Plans checked by Date 7WPlans approved by Date ° o of plans on hold in PPJiS,efC PY~DPW �,9 7�,� /goo File cabinet AP folder I TO Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance OL_1� lid s icJC di4v 0,e c--, 4,, Owner ®Logation w AP# Azle Plan Approved for: Sewage Disposal _ Water Supply Hold final for:. Water Supply Final clearance O.R. for: Water Supply Clearance for _ bedroom home. t NOTE ** Sanitarian 7Date- X41••'\+:Y,.�v�.:a{"pt•l�..iv-�' 7„'{�T'_Ni..-Lt��`i'^'3�'ti1'..`Y'i �.f'K`�'t'Vka�T+'.r•��}�-•..�....�.�ry.,.,�c�;•r,rL./'wtty�.-�r� / /���ry ='�'i�' �n�--1.� _ ., ��. T � BUTTE COUNTY SCHOOLS DEVELOPMENT FEE` CERTIFICATION FORM (One Form per Building) A.P. Number �- �S- a �• Building Department No. School District Lrnufi.l City Q County ®- Jurisdiction Property Owner *.(p"VA h *zr—c) C_ A I,/ Project Location/Address 0� d (;3-e 71r, Subdivision Lot Number Residential Development: (—,� a L � J Sq. Footage C-)fpa # of Living MHI Addition (Group R) Units Commercial/Industrial: a a Sq. Footage , New Addition (Including Exterior Roofed Areas) Building Wpartment Representative F3 /_ � 8' Date, I District Id No. DD //o� , LVJ-,& &L 7 (Z4= School District certifies that) U // 12_2c') (AJ3p1,ilcant Name) (Phone Number) (Street Address) Aoz"�,� 9 9 6 6 (City) (State) (Zip Code) has complied with the requirements of Resolution No.% 5-0 by the payment of $ representing a 5 square feet. J�� Q44A_1__1 I School D°"Aict Representative Date PAID BY CHECK NO. BANK NO Z %% If PAID BY CASH REMARKS: white -applicant, yellow -building department, pink -school district SCHOOL. FEE .(5/88) Ret -urn t:o-DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGFMENT FOR RES1DFNTTfiL DEVELOPMENT P+iQTL t�Paa f€�ti'ET'rl Section 26-8.1 of' the Butte County Code 0;"°f'IA-r-CC)CUAAAI VT requires this acknowledgement be recorded prior to .issuance of a building.permit. The property described herein is adjacent to land or included within an area zoned _ for agricultural purposes, and residents of this property may be subject to incon- 33_©30010 veni-ences or discomfort arising from the use of agricultural chemicals, including, but not :limited to herbicides, pesticides, and fertilizers; and from the pursuit of-agr:icultttral operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established ogriciil Lural zones which have as a priority use for productive agricultural purposes, ;tnd re•sidew.-; within sa i.d zones and on adjacent property should be prepared to accept such i'11CMivrn i c•nCr• or disconform from normal, necessary farm operations. All that real property situate in the County of Butte, State of Cal.i.f.orn.ia, describe(l ;is follows: r1k6_. (_ t4, L_ 3 I' GCCJV 4 Date: 4s ste,c,✓,1 o" vs� PROPERTY OWNERS:. Si� / / _ State of:�,�F — () On this the S� day of 19 SY-, before• mc, SS. the undersigned Notary Public, personally appeared County of �-X—) ���.eA�laceera�a®°®°aenreaa®ta.p Personally known to me. [:] Proved to me on the basis DANIEL F. HUNT e of satisfactory evidence. NOTARYFusuc-cnuFORNJA to:be the person(s) whose name(s) e Butte County su9scribed to the within instrument d ackno ].edged that � M ConUnission Expires Oct. 1,1990. ° executed the same for the purpose t erein c ntai.necj/)/ �tea�se®mee�a°°®ee°1°a®ce®°e9 RE0F, I hereunto set my hand an o; f.ici.a s it La Present A. P. No. /�'�� Notary PuI is 0 W ITN I?tib RESIDENTIAL PIANCHECKING. GUIDE (CONT'.D) 7/85 MISCELLANEOUS ITEMS TO LOOK OUT FOR (CONT'D) ��arage door- or porch header sizes. Adequate bracing. living area over garage - complete 1 -hour separation .required on garage side including supporting walls and posts, etc. -+Y— Two exits on three-story dwellings (Sec! 3'303'& see Mezahnines 1715). 1� ttic access and ventilation (Sec. 3205). L�. U derfloor access and ventilation (Sec. 2516). 1�✓ Wood stoves, clearances, alcoves & 1 -hour shafts. Combustion air for fuel burning appliances. •Noise requirements on duplexes. T707 -Adobe soils - special foundation design. d��etaining walls requiring design. 18! Unusual shape, size or split level house requiring lateral design. ... - `�ja NoTll�la� ' r &1� 077 i7M%j dVA) 1044*.�K- . I o-y-�' v A RESIDENTIAL PLAN _CHECKING GUIDE 7/85' (S.F., DUPLEX & MISC. ONLY) Bldg. Permit # 421V64? OWNER ,,TQW ) OVOC 4041 A. P. # %e• d2r-09w. P GENERAL Zoning requirements:. (sideyards and number of permitted living units):. �aluation. 9.! Plans signed by designer. 4. Eaergy Design and Compliance. 5. Existing violations on property. PLOT PLAN � omplete parcel size and dimensions. etbacks, sideyards, easements, etc. her buildings or structures. � 4Grading, fills, drainage. d�lood hazard, r�/ Special conditions on creation map or compliance document. FLOOR PLAN o!! Complete to scale plan with dimensions. t5�Required windows for light and ventilation (Sec. 1205). ! Required windows for second exit (Sec. 1204). kylights (Chapter 34 & Sec. 5207). human impact glass (Sec. 5406). R,quired room sizes, ceiling heights (Sec. 1207). 1./ G.1;.C.I.'s in baths, garage and exterior outlets (Article 210-8). &4-0<ight fixtures, switches, receptacles, and exterior receptacles for maintenance of echanical equipment. Locations of water heater, heating and cooling equipment, other electrical or gas equipment, and plumbing fixtures. ."arage firewall, door size, and closer (Sec. 503(d)(3)). fireplace - 3'0" exterior exit door (Sec. 3304(e)). and wood stove location. 1@ Smoke detectors (Sec. 1210). STRUCTURAL DETAILS�IJ/�/j,� *0000& % Sa er Cut - Foundation plan complete enough.to construct building. Floor construction details complete enough:to construct building. Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. 19' Fireplace construction details and calcs if necessary. © Sufficient data and details to satisfy energy requirements (State Law) (Form 1). MISCELLANEOUS ITEMS TO LOOK OUT FOR 400�cposure I plywood on exposed locations ,and overhangs. d/ tairway details: :landings, rise and run, head clearance, handrails (Sec. 3306). Guardrail details (Sec. 1711 & 3306(j)). �jBrick or stone veneer (Chapter 30). erior plaster - weep screeds (Sec. 4706). Proper roof pitch for roof covering (Chapter 32). �fter ties or bearing ridge beam, EEST -Tvxl MSA. 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O.J X I 1. /, 0)• I = �1- 1," •• ^� W J l { 1- 1 L� ) .a h ^/ern' C C c C. f � tc � �I ��7.�+ L.: C.n i' C i iI 1; s 'U L: rM • GJ'� 11 �' / 4 �.r 1 � J1 / `� Li 4 ' / T ' �t � , Y 1 .. i '/ si' JI COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville,.California 95965 - Telephone: 916/538-7541 APPLICATION Aft PERMIT PERMIT NO. r/ AS SSOR PARCEL—NUMBER MI Ps ZON . BUILDING PERMIT ow ER TELEPH NE SO. FT. OCC. BUILDING VALUATION OWN � MAILIN ADOR SS W �^� CONTRACTOR'SNAME TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation 1 $ LENDER'S MAILING ADDRESS Filing Fee $ 10.00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO, Plan Checking Fee Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS 41 Penalty $ BUILDING ADDRESS r Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2,00 Solar or heat pump water heater 20.00 LOT NO.SUBDI VISION NAME PARCEL MA� Water piping 5,00 Each qas water heater or vent 5,00 USE OF STRUCTURE SFK Duplex❑ Mobilehome❑ Other SPECIFY TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation[] Other ❑ Describe work: , Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W I 0.00 ea Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 1100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): MA am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No.! � Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ontract- ors. ors.(Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING oCC CUP -ad) OR ACDNS. ACC. B , h¢sgft NEW RE.,D.CONSTU NCH C LET _OUT NON.RESID BRANCHCIRC ITS 2.50 ea POWER APPARATUS &) SINGLE OUTLET CIR. Ex. OCCU OUTLETS OR FIXTURES P� 20030t eAL03o FIXED APPLNS EX. �CCUp. OUTLETS- ( -RESI'D)REA.) 1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring g 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. Whave placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement,should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling g Hood 3.00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequ nce of the granting of this permit. I X V499:9- Date Signature of Applicant — Owner ❑ Contractor QAgent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE occuP. JCONST-TrPc SCHOOL FLaoD PARCEL PD ND 9 E This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which C O OF LIC BY D PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS �! Date 0-0-3�y�^O '- U Receipt No. of 6 J d 7 WNITE-O.P.W., YELLOW-ASeESSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT lD-I �- �6 g �s : �s� �� �� � in conformance with the State of Ca FIRM NAME/OWNER STATE CONTRACTOR'S LICENSE NO. SIGNATURE OF INSTALLATION APPLICATOR DATE I hereby certify the above insulation and all required items as shown on the Building Department approved plans and attachments have been installed as required by the State of California Energy Requirements. All equipment, devices and materials are of the quality prescribed or are specifically approved by the State of California. j FIRM NAME/OWNER (Please print) STATE CONTRACTOR'S LICENSE NO. SIGNATURE OF GENERAL CONTRACTOR OWNER DATE THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL AND A COPY SHALL BE POSTED WITHIN THE BUILDING. January 1984 COUNTY OF BUTTE - DEPARTMENT OF' ,PUBLIC WORKS -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET Permit No. a OWNER A. P. No. Proposed Building Use Building Inspector Date At time of permit application, I was advised the following data must be submitted prior to permit processing and:/or issuance: DATE RECEIVED -APPROVED 1. All items.have been submitted. . . . . . . . . . . . 2. Plot plans in duplicate. /triplicate, signed by preparer of plans. . 3. Complete plans in duplicate. /triplicate, signed by preparer of plans. "r 4. Complete engineered plans and calcs, with wet signature on plans. 5. Plans with Energy Design Compliance Statement. . . . . . . 6. School District "Fees Paid" Stamp on Floor Plan. 7 Statement of Intent for Non -Heated and AC Buildings. 8. Fees of $ , , . . , , , , 9. Letter of signature authorization. . . . . . . . . . . - 10. Sanitation approval from Health Dept. . . 11. Planning approval for (A) Use: (B) Parking: 12. Certificate of Workmen's Compensation Insurance. . . . . . 13. Contractor's License Information (no., name style, classif.) 14. Owner -Builder Verification (Given to owner[], Mail to ownerE]) _15. Improvements may be required. . . . . . . . . . . . 16. Mobilehome Installation Data. . . . . . . . . . 17. Pre-Inspec. request to (Date) Pre -Inspection for Required. Building Inspector 18. Recorded copy of Agricultural Acknowledgment Statement. 19. Driveway Permit. 20. Plot plan approval from city of 21. Engineered trusses in duplicate (required prior to plan check). 22. When you issue the permit, process as follows: Mail to owner, Mail to contractor. �ITelephone-�34-(Pc40'� t2►�ofand hold for pickup afice, Deliver w/inspector. Other Applicant �.�-0,Ae ll—,;2 3 —&-,p Copy of plans sent Health Dept., Fire Dept., Other Date 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 Contractor, designer, owner, was advised of above required data by_phone—mal l_counter by; Plans checked by DCopy—DPW Date Plans approved by Sets of plans on hold in File cabinet AP folder _ date — date Date _f��Z3� 1!sn TCR -� 1. Ulf) Ep � ET �E-E�- MC) 436 (n \ n I-,- 0L -:- L C) M2 sa--'A v = C), Z q- - ( ,nom-( E -V \�S"C(1-- BuTTE OOM TV L 0rzNr �= 4�p " 1.�,; M/(L IS 4C lit I; OL\S%.r,) �ll RUM 5NIRS ALZF� Y4. 0 I --li8m ck=� KDM-), - 8 112-) KC4, ](JI t) wN. 3�3 ffc-n, (ShrLv\,-Vs 0<, ksC) WIT ("I. loo) -=1 16ci WV3, Z 1.7 IT, 4"L it Z 1.7 ..q,r.... . i-.;sr.°F 072-250-043 PERMIT#95-2939 MORGAN, John 39 Old Post Dr., Oroville 7 Install Gas Line & Furnace/SF i f! 1� S 4 `t. M 7 OFFICE COPY Address GAS Date Meter By ��- ELECTRIC pate Meter By •y i r � 2-1. 2-/ z a �y.��:;..,.,w,.s[,�",�:'10`T1'�Y,y�'rnL.'<-`,�'b'�'.s.'+.)�`!licu'..x:-r1,Sfi Y'�P,.�r,�; .. ��,.,McY .. ,fi.�.,,.,�:rc Y�r1v�—+ay��•`....!�}: �f�'_"'7'"'�1i:i'4;w �. COUNTY OF BUTTE- DEPARTMkNT OF DEVELOPMENT SERVICES -BUILDING DIVISIO 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. APPLICATION AND PERMIT s ASSESSOR PARCEL NUMBER 72-25-43 t Vx"T —IRS Z BUILDI F PERMIT OWNER JOHN MORGAN 8 9 442 SO. FT. OCC. BUILDING VALUATION OWNERS MAIUNG ADDRESS 39 OLD POST DR OROVILLE, 95%6 CONTRACTOR'S NAME *NOM N TELEPHONE CONTRACTORS MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation is LENDER'S MAIUNG ADDRESS Filing Fee $ 20,00 Permit Fee $ ARCHITECT OR ENGINEER UCENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDINGADDRESS 39 OLD POST DR PERMITFEE $ ` OROVILLE PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 LOT NO. SUBDIVISIONS NAME _ PARCEL MAP Solar Or heat pump water heater 23.00 USEOFSTRUCTURE SF ❑X Duplex ❑ Mobilehome ❑ Other SPECIFY Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 TYPE OF WORK n New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation 11. Other ❑ Describe Work: INSTALL GAS LINE (YARD) LPG. ROOF. MOUNM FURNANCE EXISTING Mobile Home I S I G W @20.00 PERMITFEE $ • 00 Contractor ELECTRICAL PERMIT Filina Fee 20:00 Main S@ K e a OV OR LESS ( 200A OR LESS ) 23.00 Main Service ( 2ooA TO 10-A ) 46.00 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 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: , ❑ I, as owner of the property, or my employees with wages astheir sole compensation, will do the work, and the structure is not intended or offered for sale. I, I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ I am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUR OR NS. ( 8 ACC. ) SO. 3.50 FT. NEW CT CONST. MULTI.OUTLE TLE NON•RESID. (...BRANCH CIRCUITS ) 97.50 ( b SPOWINGLEER APPARATUS ) OUTLET CIR. Ex. Occup. (OUTLET OR FIXTURES) 20 @ I.oa BAL Q .50 Ex. Occup. ( OUTLETS(RES D.OR 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE s Contractor WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 0. Q Heating 40,OWBTU• Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor 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 i �^y •:. ��>y��"�•.�Date Signatur_-e'of Applicant'= ❑'Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee Is Energy Inspection Fee Is ?cc CONST. TYPE TOTAL FEE $ 70.00 HAZ. 0. FEES I IMP I FLOOD CDF PARCEL I PO HO ISSUE This permit is hereby issued under ttie applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By .._� = Date ! _' PERMIT EXPIRES ON, Z (Date) Receipt No. 1,1, I`j WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISIO 7 County Center Drive - Oroville, -California 95965 - Telephone (916) 538-7541 PERMIT NO. APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 72_25-43 Pffo—FR5 Z BUILDINdPERMIT OWNER JOHN MORGAN T=442 SO. Fr. OCC. BUILDING VALUATION OWNERS MAIUNG ADDRESS 39 OLD POST DR OROVILLE, 95966 CONTRACTOR'S NAME UNKNOWN TELEPHONE CONTRACTORS MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNIwOWN Total Valuation Is LENDER'S MAILING ADDRESS Fling Fee $ 20,00 Permit Fee $ ARCHITECT OR ENGINEER UCENSE NO. Plan Checking Fee $ ARCHITECT OR ENGINEERS MAIUNG ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS 39 OLD POST DR PERMITFEE $ OROVILLE PLUMBINGPERMIT Filing Fee 20.00 Each Trap 7.00 LOT NO. SUBDNISIONSNAME PARCEL MAP Solar Or heat pump water heater 23.00 USEOFSTRUCTURE SF ❑X Duplex ❑ Mobilehome ❑ Other SPECIFY Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation IF Other ❑ Describe Work: INSTALL GAS LINE (YARD) LPG. ROOF MOUNTED FURNANCE EXISTING Mobile Home I S I G W @20.00 PERMITFEE t Contractor ELECTRICAL PERMIT Filina Fee 20:00 Main Service OOOV OR LESS ( 2000A OR LE ss ) 23.00 Main Service ( 200A TO 1000A ) 46.00 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 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCC UP. OR ADDNS. ( a ACC. BIDS. ) so 3.50 FT. NEW CONST. MULTI -OUTLET NON-RESID. ( BRANCH CIRCUITS ) 97.50 POWER APPARATUS (8 SINGLE OUTLET CIR. ) Ex. Occup. (OUTLET OR FIXTURES) 20 @ 1.00 BAL .S0 EX. Occup. OUTLETSED (RES D.)EA ( ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ Contractor 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 , 000B I'0 ID.UU Cooling Hood 6.50 Ventilation PERMITFEE S Contractor 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 _ SignaK Owner ❑ Contractor ❑ Agent Xof ApplicaKulrld An 09 -HA per is re for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ ocC CONST. TYPE TOTAL FEE $ 70.00 HA2. I D. FEES I IMP I FLOOD I COF I PARCEL I PO 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. By Date PERMITEXPIRESO (Date) Receipt No. 190433 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT I Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is'received. 1. I personally plan to, provide the major labor and aterials for construction of the proposed pro erty improvement: YES[ J NO[pl. 2. I HAVE[A HAVE NOT[ J signed, an application for a building permit for the . proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: "A 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: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide'the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTY OWNER: SOCIAL SECURITY NUMBER: 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. 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 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: 0 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. 0 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 tar withholding, federal social security taxes, workers compensation insurance, disability insurance 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 employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "ownerbuilder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95314. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Sinc*erel , Michail C. Vieira, C.B.O. Manager, Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT.OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE OWNER A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please c ct this office immediately. Certificate of -Compliance: Residen''Iat Climate Zone Documentation Author Telephone r - Bu etmit # q-�LJy Checked By/ Date Enforeanent Agency Use Only BUILDING SHELL INSULATION Component Insulation Location/Comments Type R -Value (attic, to garage, typical. etc.) Wall .............. Qom_ Wall ............. Roof ............. Roof ............. Floor ............. Floor ............. Slab Edge..... GLAZING _ -__ - Shading Devices Glazing Area Glass Type Interior Exterior Overhang Framing Type Orientation (SO (single. double) koller blind. etc.) (shadescreen. etc.) (yesmo) (metal/wood) North ( ) 7 9 000e1IL11 North ( ) East ( ) �_ wa•nr< Antal woos East ( ) South Sou Lh ( ) West ( ) / •• West (. ) Skylight....... �_ •' THERMAL MASS Type/Covering Area Thickness (slab/exposed, tile, etc.) 40 (inches) Locatiorl/DCScription (kitchen, bath, etc.) HVAC SYSTEMS Minimum Type (furnace, air Efficiency conditioner, heat vumv) (SE, SEERMS Duct Location Duct Manufacturer / Model # (.p a�,C� t5urt it UJUNTY 24 /a VJILDNG wT Maximum Furnace Heating Output: Btuh HOT WATER SYSTEMS Tank Manufacturer/Model # System .Type (storage gas, etc.) Capacity (or approved equal) Special Feature(s) SPECIAL FEATURESIREMARKS (Add extra sheets if necessary) dow"lu- S<4**3 &.s + WAJr- Sf s Mandatory Measures Checklist: Residential MF -1R NOTE: Lowrise residential buildings subject to the Standards must contain these mcas ues 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 binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION Building Envelope Measures • §2.5352(a): Minimum ceiling insulation R-19 weighted average. 42.5352(b): Loose fill insulation manufacturer's labeled R -Value. • §2-5352(c): Minimum wall insulation in framed walls R-11 weighted average (does not apply to exterior mass walls). §2-5352(kr slab edge insulation - water absorption rate no greater than 0.3%. water vapor transmission rate no greater than 2.0 perrrtfurch. 12-5311: Insulation specified or installed meets California Energy Commission (CEC) quality standards. Indicate type and form. 1 2.5352((): Vapor barriers mandatory in Climate Zones 14 and 16 only. §2.5317: Infiltration/Esfiltration Controls a Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Doors and windows certified. c. Doors and windows weatherstripped. all joints and penwations caulked and sealed §2.5352(e): Special infiltration barrier installed to comply with 12-5351 meets CEC quality standards. 12-5352(d): Installation of Fireplaces 1. Masonry and factory -built fireplaces have: a. Tight fitting. closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and coned 2. No continuous burning gas pilots allowed. HVAC and Plumbing System Measures 62-5352(8) and 2.5303: Space conditioning equipment sizing: attach calculation. . §2-5352(h) and 2-5315: Setback therrnosut on all applicable heating systems • §2.5316(a): Ducts constructed, installed and insulated per Chapter 10, 1976 UMC. §2.5316(br Exhaust systems have damper controls. 12-5314(c): Gas -fuel space heating equipment has intermittent ignition devices. 12-5314: HVAC equipment, water heaters, showerheads and faucets certified by the CEC. §2.5352(1): Water heater insulation blanket (R.12 or greater) or combined interior/exterior insulation (R-16 or greater): fust 5 fees of pipes closest to tank insulated (R-3 or greater). §2.5312(Exception p: Pipe insulation on steam and steam condensate return & recirculating piping. " §2-5318(d)- Swimming Pool Heating I. System has: a On/off switch on heater. b. Weatherproof instruction plate on heater: e. Plumbed to allow for solar. 2. 75 percent thenal efficiency. 3. Pool cover. 4. Time clock. 5. Directional water inIcL Lighting and Appliance Measures §2-5352(j): Lighting - 25 lumens/watt or greater for general Lighting in kitchens and bathrooms. §2-5314(c): Gas fired appliances equipped with intermittent ignition devices. §2.5314(a): Refrigerators, refrigerator -freezers. freezers and.fluorcscent lamp ballasts certified by the CEC. Indicate make and model number. DESIGNER I ENMRCEMENr This certificate of compliance lists the building features and performance specification needed to comply with Title 24, Chapter 2-53 and Title 20, Chapter 2. Subchapter 4. Article 1 of the California Administrative code. This certificate has been signed by the individual with overall design responsibility and the building owner. who shall retain a copy of it and transmit the certificate to any subsequent purchaser of the building. Designer Name: TWIFirm Telephone: Lic. 4: (signature) (date) Documentation Author Name: TitwFurm Address: Building Owner Name: Telephone M ` fl -V /.R. re gnattue) (dart) Enforcement Agency Name: Agency: Telephone: Glass Area % Glass BUILDING DATA - North ? 'o Con 'ti rArea �`�� Number of Stories East e sed F1 Number of .Units _L South ?e, • r� '2-2 - ingle Family Detached (SFD) [ ] Addition Alone West 3f [ ] Single Family Attached (SFA) [ ] Existing Building Skylight Total 3 p3• /�. [ ] Multi -Family (MF) [ ] Existing -Plus -Addition BUILDING SHELL INSULATION Component Insulation Location/Comments Type R -Value (attic, to garage, typical. etc.) Wall .............. Qom_ Wall ............. Roof ............. Roof ............. Floor ............. Floor ............. Slab Edge..... GLAZING _ -__ - Shading Devices Glazing Area Glass Type Interior Exterior Overhang Framing Type Orientation (SO (single. double) koller blind. etc.) (shadescreen. etc.) (yesmo) (metal/wood) North ( ) 7 9 000e1IL11 North ( ) East ( ) �_ wa•nr< Antal woos East ( ) South Sou Lh ( ) West ( ) / •• West (. ) Skylight....... �_ •' THERMAL MASS Type/Covering Area Thickness (slab/exposed, tile, etc.) 40 (inches) Locatiorl/DCScription (kitchen, bath, etc.) HVAC SYSTEMS Minimum Type (furnace, air Efficiency conditioner, heat vumv) (SE, SEERMS Duct Location Duct Manufacturer / Model # (.p a�,C� t5urt it UJUNTY 24 /a VJILDNG wT Maximum Furnace Heating Output: Btuh HOT WATER SYSTEMS Tank Manufacturer/Model # System .Type (storage gas, etc.) Capacity (or approved equal) Special Feature(s) SPECIAL FEATURESIREMARKS (Add extra sheets if necessary) dow"lu- S<4**3 &.s + WAJr- Sf s Mandatory Measures Checklist: Residential MF -1R NOTE: Lowrise residential buildings subject to the Standards must contain these mcas ues 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 binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION Building Envelope Measures • §2.5352(a): Minimum ceiling insulation R-19 weighted average. 42.5352(b): Loose fill insulation manufacturer's labeled R -Value. • §2-5352(c): Minimum wall insulation in framed walls R-11 weighted average (does not apply to exterior mass walls). §2-5352(kr slab edge insulation - water absorption rate no greater than 0.3%. water vapor transmission rate no greater than 2.0 perrrtfurch. 12-5311: Insulation specified or installed meets California Energy Commission (CEC) quality standards. Indicate type and form. 1 2.5352((): Vapor barriers mandatory in Climate Zones 14 and 16 only. §2.5317: Infiltration/Esfiltration Controls a Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Doors and windows certified. c. Doors and windows weatherstripped. all joints and penwations caulked and sealed §2.5352(e): Special infiltration barrier installed to comply with 12-5351 meets CEC quality standards. 12-5352(d): Installation of Fireplaces 1. Masonry and factory -built fireplaces have: a. Tight fitting. closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and coned 2. No continuous burning gas pilots allowed. HVAC and Plumbing System Measures 62-5352(8) and 2.5303: Space conditioning equipment sizing: attach calculation. . §2-5352(h) and 2-5315: Setback therrnosut on all applicable heating systems • §2.5316(a): Ducts constructed, installed and insulated per Chapter 10, 1976 UMC. §2.5316(br Exhaust systems have damper controls. 12-5314(c): Gas -fuel space heating equipment has intermittent ignition devices. 12-5314: HVAC equipment, water heaters, showerheads and faucets certified by the CEC. §2.5352(1): Water heater insulation blanket (R.12 or greater) or combined interior/exterior insulation (R-16 or greater): fust 5 fees of pipes closest to tank insulated (R-3 or greater). §2.5312(Exception p: Pipe insulation on steam and steam condensate return & recirculating piping. " §2-5318(d)- Swimming Pool Heating I. System has: a On/off switch on heater. b. Weatherproof instruction plate on heater: e. Plumbed to allow for solar. 2. 75 percent thenal efficiency. 3. Pool cover. 4. Time clock. 5. Directional water inIcL Lighting and Appliance Measures §2-5352(j): Lighting - 25 lumens/watt or greater for general Lighting in kitchens and bathrooms. §2-5314(c): Gas fired appliances equipped with intermittent ignition devices. §2.5314(a): Refrigerators, refrigerator -freezers. freezers and.fluorcscent lamp ballasts certified by the CEC. Indicate make and model number. DESIGNER I ENMRCEMENr This certificate of compliance lists the building features and performance specification needed to comply with Title 24, Chapter 2-53 and Title 20, Chapter 2. Subchapter 4. Article 1 of the California Administrative code. This certificate has been signed by the individual with overall design responsibility and the building owner. who shall retain a copy of it and transmit the certificate to any subsequent purchaser of the building. Designer Name: TWIFirm Telephone: Lic. 4: (signature) (date) Documentation Author Name: TitwFurm Address: Building Owner Name: Telephone M ` fl -V /.R. re gnattue) (dart) Enforcement Agency Name: Agency: Telephone: 1. Ceiling Insulation 2. Wall Insulation Single -Single Number of stories Number of stories R -value One Two Three R-0 -103 -49 -02 R-19 -8 -4 -2 R-30 -2 -1 -1 R-38 0 0 0 U -value 8 6 4 0.50 -176 -84 -54 0.30 -102 -43 32 0.10 -26 -68 -8 0.08 -18 -9 4. 0.06 -11 0 0 0.04 -4 _2 1 0.02 4 2 5 1 3 0.00 11 11 7 2. Wall Insulation 3. Raised Floor Insulation Insulation in Floor Single -Single - Number of stories R -value Family Family Multi - R -value Detached Attached Family R-0 -68 -51 , -34 R-11 0 0 0 R-13 2 2 1 R-19 8 6 4 U -value -144 -70 -46 0.80 -153 -114 -76 .0.50 -91 -68 -46 0.30 -47 -36 -24 0.10 0 0 0 0.08 4 3 2 0.06 9 7 5 0.04 14 11 7 0.02 19 14 10 0.00 24 18 12 3. Raised Floor Insulation Insulation in Floor Controlled Ventilation Crawlspace d Number of stories Number of stories R -value One Two Three R-0 -17 -8 -5 R-11 -3 -2 -1 R-19 0 0 0 R-30 3 1 1 U -value 4. Slab Edge Insulation 4 40 0.60 -144 -70 -46 0.50 -120 -58 -38 0.40 -95 -46 -30 0.30 -69 -34 -22 0.20 -43 -21 -14 0.10 -17 -8 -5 0.08 -11 -6 -4 0.06 -6 -3 -2 0.04 -1 0 0 0.02 4 2 1 0.00 10 5 3 Controlled Ventilation Crawlspace d -3 -1 Number of stories -1 R -value One Two Three R-0 -11 -7 -5 R-5 -4 -4 3 R-11 -2 -2 -2 R-19 -1 .2 -2 4. Slab Edge Insulation 4 40 -90 Number of Stories -26 R -value One Two Three R-0 0 0 0 R-5 8 5 2 R-7 8 6 3 F2 factor 0.90 d -3 -1 0.80 -1 -1 0 0.70 2 2 1 0.60 6 4 2 0.50 9 6 3 0.40 12 8 4 S. Inriltration (A.ir Leakage) Spe6fica6on - Points - Standard 0 6. Glass Heat Loss Total -14 -48 -69 -64 U -value East Percent West Skylight .51 to .41 to .31 to 0.30 or Glass Single Double .60 .50 .40 less 50 -121 -53 -39 -24 -10 4 40 -90 -37 -26 -14 -3 8 35 -75 -29 -19 -9 1 10 30 -61 -21 -13 -4 4 12 29 -58 -20 -12 -3 5 12 28 -55 -18 -10 -2 5 13 27 -52 -17 -9 -2 6 13 26 -49 -15 -8 -1 7 14 25 -46 -14 -7 0 7 14 24 -43 -12 -5 1 8 14 23 -40 -11 -4 2 8 15 22 -37 -9 -3 3 9 15 21 -34 -7 -2 4 10 15 20 -01 -6 0 5 10 16 19 -29 -4 1 6 11 16 18 -26 -3 2 7 12 16 17 -23 -1 3 8 12 17 16 -20 0 4 9 13 17 15 -17 1 6 10 14 17 14 -14 3 7 10 14 18 13 -12 4 8 11 15 18 12 -9 6 9 12 15 19 11 -6 7 10 13 16 19 10 -0 9 11 14 17 19 9 -1 10 13 15 17 20 8 2 12 14 16 18 20 7. Shading (Shade Open) ENectire Percent Glass (Percent Stria x SC) Effective -14 -48 -69 -64 %Glass North East South West Skylight 18 5 1 4 1 na 16 4 2 5 1 na 14 4 2 5 1 na 12 3 3 5 2 na 11 3 3 5 2 na 10 2 3 5 2 1 9 2 3 5 2 2 8 2 3 5 2 2 7 1 3 4 2 2 6 1 3 4 2 3 5 1 2 4 2 3 4 0 2 3 1 3 3 0 1 2 1 3 2 0 0 1 0 3 1 -1 -1 -1 -1 2 0 -1 -2 . -4 -2 0 na = not allowed 5 7 4 3 IB. Shading (Shade Closed) Effective Percent Glass (percent glass x SC) %Glass Norlh Ease South West Skylight 18 -14 -48 -69 -64 na 16 .12 -42 -59 -55 na 14 -10 -35 -50 -46 na 12 -8 -29 -40 -37 na 11 -7 -26 -36 -33 na 10 -6 -23 -31 -29 -74 9 -5 -20 -27 -25 -65 8 -5 -17 -23 -21.. -56 7 -4 -14 -19 -18 -47 6 -3 -11 -15 -14 -38 5 -2 -9 -11 -10 -30 4 .1 -6 -8 -7 -23 .3 0 -4 -5 -4 -16 2 1 -1 -2 -1 -9 4 1 1 7 25 0 3 5 7 4 3 0// 9. Interior Thermal Mass Interior Single- Slab Floor Sum of 1-6 Raised Floor Mass Family Stories Mass Detached Stories Family /CFA One Two Three One Two Three 0.0 -8 -5 -4 -2 -1 -1 0.1 -8 -5 -0 -1 0 0 0.3 -7 -4 -2 0 1 1 0.5 -6 -3 -1 1 1 2 0.7 -5 -2 -1 1 2 2 0.9 -5 -1 0 2 3 3 1.1 -4 -1 1 3 4 4 1.3 -3 0 2 3 4 5 1.5 -3 1 2 4 5 5 2.0 -1 2 4 5 6 7 25 0 3 5 7 7 8 3.0 1 4 6 8 8 9 3.5 2 5 7 9 9 10 4.0 3 6 8 9 10 10 4.5 3 7 8 .10 11 11 5.0 4 7 9 11 12 12 5.5 5 8 9 11 12 12 6.0 5 8 10 12 13 13 6.5 6 9 10 12 13 13 7.0 6 9 11 13 13 14 7.5 6 10 11 13 . 14 14 8.0 7 10 11 13 14 14 8.5 7 10 12 13 14 15 10. Exterior Wall Thermal Mass Exterior Single- Single - Sum of 1-6 Wall Family Family Multi Mass Detached Attached Family 0.00 0.20 0 3 0 2 0 1 0.40 0.60 5 8 4 6 3 4 0.80 1.00 10 13 8 10 5 7 1.20 1.40 13 12 12 13 8 9 1.60 1.80 10 10 13 12 11 12 2.00 10 11 13 11. Heating System SE or RSPF (assumes ducts In attic) Zonal Control Adjustment System Type Resistance 10 9 7 6 4 3 Other 6 5 4 3 2 2 12. Cooling System SEER (assumes ducts In attic) Sum of 7-10 -25 or -24 to -14 to Ab Sum of 1-6 16 or SEER leu _ -25 or .24 to -14 to -4 to +6 to 16 or SE HSPF less -15 -5 +5 +15 more 0.72 6.60 0 0 0 0 0 0 0.75 6.88 3 3 3 2 2 1 0.80 7.33 8 7 6 5 4 3 0.85 7.79 13 11 10 8 7 5 0.90 8.25 17 15 13 11 9 7 0.95 8.71 20 18 15 13 11 8 17 14 12 Elrective SE or HSPF -1 -1 (SE or HSPF x duct efficiency) HWR (SEER Effective -25 or -24 to -1410 -4 to 4610 16 or SE HSPF less -15 -5 +5 +15 more 0.30 2.75 -73 -64 -56 -07 .38 .30 na 3.41 -45 -39 -34 -29 -24 -18 0.40 3.67 -34 -30 -26 -22 -18 -14 0.50 4.58 .-10 -9 -8 .7 .5 .4 0.56 5.13 0 0 0 0 0 0 0.60 5.50 5 5 4 3 3 2 0.70 6.42 17 15 13 11 9 7 0.80 7.33 25 22 19 16 13 10 0.90 8.25 32 28 24 20 17 13 1.00 9.17 37 32 28 24 19 15 Zonal Control Adjustment System Type Resistance 10 9 7 6 4 3 Other 6 5 4 3 2 2 12. Cooling System SEER (assumes ducts In attic) Sum of 7-10 Zonal Control Adjustment 10 8 7 6 4 3 No Ccoling System Installed Stories One -5 -4 -4 -3 -2 -2 Two + 3 3 2 2 2 1 Single -Family Detached and Attached -25 or -24 to -14 to Ab +6 to 16 or SEER leu -15 -5 +5 +15 more 8.0 -14 -12 -10 -8 -6 -4 8.5 -9 -7 -6 -5 -4 -0 8.9 -5 -4 -4 -3 -2 .2 9.0 -4 -3 -3 -2 -2 -1 9.5 0 0 0 0 0 0 10.0 4 3 3 2 2 1 10.5 7 6 5 4 3 2 11.0 10 9 7 6 4 3 120 15 13 11 9 7 5 13.0 20 17 14 12 9_ 6 -1 -1 Effective SEER 0 HWR (SEER x dud eniclency) -9 -7 -6 Sum of 7-10 WSB .25 -16 Effeciive-25 or -24 to -14 to . -4 to +6 b 16 or SEER less -15 -5 +5 +15 more 5.0 -30 -25 -21 -17 -13 .9 6.0 -12 -11 -9 -7 -6 -4 6.6 -5 -4 -4 -3 -2 -2 7.0 0 0 0 0 0 0 i 8.0 9 8 6 5 4 3 9.0 16 id 12 9 7 5 10.0 22 19 16 13 10 7 11.0 26 23 19 15 12 8 12.0 30 26 22 18 14 9 13.0 33 29 24 20 15 10 Zonal Control Adjustment 10 8 7 6 4 3 No Ccoling System Installed Stories One -5 -4 -4 -3 -2 -2 Two + 3 3 2 2 2 1 Single -Family Detached and Attached l Ceiling Insulation 2. Unit Size (sQ 3. Water 4. 1199 1200 1700 2200 27W Heater Credit or to to to or Type Type lass 1699 2199 2699 more SG None 0 0 0 01 0 or Solar 12 8 6 5 .4 HP HWR 8 5 4 3 3 WSB 5 3 3 2 2 Type [SGj POU 8_ 5 4 3 3 SE None -37 -24 -18 -15 -12 Solar -1 -1 -1 0 0 HWR -18 -12 -9 -7 -6 60% WSB .25 -16 -12 -10' -8 95% POU -18 -12 -9 -7 -6 IG None -5 -3 -2 -2 -2 Solar 7 5 4 3. 2 POU 3.2_ _ 1 1 1 IE None -28- 19 -14 -11 -9 1.1 Solar 8 5 4 3 3 2.S POU -10 -6 -5 -4 -3 4 Multi -Family (Individual 4.4 units) 4.8 5 53 10f. Unit Size (so 0.4 Water 0.8 699 700 1200 1700.2200 1.9 Heater Credit or b to to or Type Type less 1199 1699 2199 more SG None 0 0 '. 0 10 0 or Solar 14 7 5 4 3 " HP HWR 9 5 3 2 2 3.9 WSB 9 4 3' 2 2-' 5.4 POU 9 5 '3,_, 2 2� SE None -45 -23 -15 -11 -9 26 Solar 2 1 1 0 0 4.1 HWR -23 -12 -8 -6 -5 5.6 WSB -25 -13 -8 -6 -5 1.5 - Sou 23 -12 8 -0 -5 IG None -8 -4 -3 -2 -2 4.5 Solar 6 3 2 1 1 5.9 POU 1_ 0 0 0 0 IE None -30 -15 -10 -8 -6 3.4 3.6 3.8 4 42 4.4 4.6 4.8 POU . -8 -4 3..^.- 2 _ 2 - l Point System Summary: Climate Zone 11 CCnRE CARD 1. Ceiling Insulation 2. Wall Insulation 3. Raised Floor Insulation 4. Slab Edge Insulation S. Infiltration 6. Glass Heat Loss R -value [191 Interior Mass/CFA .- or '- R -value [0] F2 factor [0.771 Standard AREA __ $ \ TTpx 2 PASS 1. u,21 U -value [0.651 Interior M. -iss/CFA TYPE 2 MASS t TYPE 1 KASS (UINC 4"4.2, le: exposed Slab) ND. L OR AREA 4, X SE or HSPF Duct Efficiency [0.781 Effective SE or Ic.c9et.d .1.D1 HSPF [0.56/5.151 X SEER [9.5] Duct Efficiency [0.74] Effective SEER [7.031. -� • . -� Type [SGj Credit [none] 30% 3S% 40% 45% 50% 55% 60% 69$ 70% 759E 80% 8SY. 9D% 95% 100Y. 105% 110Y. 115% 112011.125` 0% 5% 10% 15% 20Y. 2S% M. 0 0.2 0.4 0.6 0.8 1.1 1.3 1.5 1.7 1.9 2.1 23 2.S 2.7 2.9 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.8 5 53 10f. 0.2 0.4 0.6 0.8 1 1.2 1.4 1.6 1.9 21 23 25 2.7 2.9 3.1 3.3 3.5 3.7 4 4.2 4.4 4.6 4.8 5 5.2 5.4 20% 0.3 0.6 0.8 1 1.2 1.4 1.6 1.6 2 2.2 24 27 29 3.1 3.3 3.5 3.1 3.9 4.1 4.3 4.5 4.8 5 5.2 5.4 56 30% 0.5 0.7 0.9 1.1 1.4 1.6 1.8 2 2.2 24 26 2.8 3 3.2 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.6 5.8 40Y. 0.7 0.9 1.1 1.3 1.5 1.7 1.9 2.2 24 26 2.8 3 3.2 3.4 3.6 3.8 4 4.3 4.5 4.7 4.9 5.1 5.3 5.5 5.7 5.9 50% 0.9 1.1 . 1.3 1.5 1.7 1.9 21 23 25 27 3 3.2 3.4 3.6 3.8 4 42 4.4 4.6 4.8 5.1 5.3 5.5 5.7 5.9 6.1 55Y. 0.9 1.1 1.4 1.6 1.8 2 2.2 24 2.6 28 3 3.2 3.5 3.7 3.0 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.6 5.8 6 6.2 6D% 1 1.2 1.4 1.7 1.9 21 2.3 2.5 2.7 2.9 3.1 3.3 3.5 3.8 4 4.2 4.4 4.6 4.8 5 5.2 5.4 5.6 5.9 6.1 6.3 65% 1.1 1.3 1.5 1.7 1.9 2.2 2.4 2.6 2.8 3 3.2 3.4 3.5 3.8 4 4.3 4.S 4.7 4.9 5.1 5.3 55 5.7 5.9 6.1 6.4 70% 1.2 1.4 1.6 1.8 2 2.2 2.5 27 2.9 3.1 3.3 3.5 3.7 3.9 4.1 4.3 4.6 4.8 5 52 5.4 5.6 58 6 6.2 64 75% 1.3 1.5 1.7 1.9 21 2.3 25 27 3 3.2 9.4 3.6 3.8 4 4.2 4.4 4.6 4.8 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 80Y. 1.4 1.6 1.8 2 2.2 2.4 26 2.8 3 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.4 5.6 5.8 6 6.2 6 4 66 85% 1.4 1.7 1.9 2.1 2.3 25 2.7 2.9 3.1 3.3 3.5 3.8 4 4.2 4.4 4.6 4.8 5 52 54 5.6 5.9 6.1 63 65 67 90Y. 1.5 1.7 2 2.2 24 26 2.8 3 3.2 3.4 3.6 3.8 4.1 4.3 4.5 4.7 4.9 5.1 53 5.5 5.7 5.9 6.2 6.4 6668 95Y. 1.6 1.8 2 2.2 2.5 27 2.9 3.1 3.3 3.5 3.7 3.9 4.1 4.3 4.6 4.6 5 5.2 5.4 5.6 5.8 6 6.2 6.4 6.7 6.9 toot. 1.7 1.9 21 2.3 2.5 28 3 3.2 3.4 3.8 3.8 4 4.2 4.4 4.6 4.9 5.1 5.3 53 5.7 5.9 6.1 6.3 6.5 6.1 7 105% 1.8 2 2.2 2.4 2.6 28 3 3.3 3.5 3.7 3.9 4.1 4.3 4.S 4.7 4.9 5.1 5.4 5.6 5.6 8 6.2 6.4 6.6 68 7 11oY. 1.9 2.1 2.3 2.5 2.7 29 3.1 3.3 3.6 3.8 4 4.2 4.4 4.6 4.8 5 5.2 5.4 5.7 5.9 6.1 6.3 6.5 6.1 69 7.1 115% 2 2.2 2.4 2.6 2.8 3 3.2 3.4 3.6 3.8 4.1 4.3 41 4.7 4.9 5.1 5.3 5.5 5.7 5.9 6.2 6.4 6.6 6.8 7 7.2 120% 2 2.3 2.5 2.7 29 3.1 3.3 3.5 3.7 3.9 4.1 4.4 4.6 4.8 5 5.2 5.4 5.6 58 6 6.2 6.5 6.7 6.9 7.1 7.3 M% 2.1 2.3 25 2.8 3 3.2 3.4 3.8 3.8 4 4.2 4.4 4.6 4.9 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 6.7 7 7.2 7.4 Point System Summary: Climate Zone 11 CCnRE CARD 1. Ceiling Insulation 2. Wall Insulation 3. Raised Floor Insulation 4. Slab Edge Insulation S. Infiltration 6. Glass Heat Loss 7. Shading (Shade Open) a. North b. East c. South d. West e. Skylight 8. Shading (Shade Closed) a. North b. East c. South d. West e. Skylight 9. Interior Thermal Mass 10. Exterior Wall Mass 11.Heating System . Zonal Control? ( YJ N ) 12. Cooling System Zonal Control? ( Y / N ) 13. Water Heating Measures Sc 930 or S.d* X R -value [38] U -value 10.0301 A I? or R -value [I. FJ_ U -value [0.098] R.1 r1 or R -value [191 U -value [0.0371 .- or '- R -value [0] F2 factor [0.771 Standard AREA __ $ Type [double] U -value [0.651 Point Scores 46 .0- 0 lel-91- % Total Glass (161 Sum 1-6 % Glass SC Eff. % Glass 3.• X 3. X -77 = ;t. 1 X .77 = .2 - c:, X -77 = 4f.A4f .3 x .77 = ..z3 % Glass Sc Eff. % Glass S.d* X .4 G = I.?t S. X TYPE 1 MASS AREA __ $ COND. FLOOR AREA Interior M. -iss/CFA TYPE 2 MASS AREA Exterior Wall Mass ND. L OR AREA 4, X SE or HSPF Duct Efficiency [0.781 Effective SE or [0.77/6.6] HSPF [0.56/5.151 X SEER [9.5] Duct Efficiency [0.74] Effective SEER [7.031. Type [SGj Credit [none] Point Total: '8- i y''-`� z`` � r ny . 'at �' ` `"`a `�, i � '� t . �'X : `. b" � k '� � b� p t r � „&4 r :: vY I � �' gat �'•' r �� �;§ ,y,,m,•,.,.q,. d '�?5. x, ""�` , r. � fix, t� � ."r a ; ��:,,�� � �`'"'�' � �^s ��� � : d �, "S�YI—��---�.._+� � ✓C' .•rAst/. - ha"r J f t '�^ ',�:1✓r ii.+�' i ,} � � 1 a� � t t ,F ✓.; r e t fir; � • �r 1"1�i w•,� r� err 5 � � � �emvaarrat/p I fov✓.awrio.✓ arnstcz- --� r-e4mP..tYGtP'1Y+5•Y7l`F;`,n,�j ALL MUCTURSS AND EQUIPMENT INCLUDING OVERHANGS SHALL 13E CLEAR OF ALL EASEM15M. A SET BACK OF /� FT. FROM THE SIDE AND 10 t"?'. FROM THE REAR PROPERTY LINES AND M FROM THE ROAD CENTERLINE SHALL BE CLEAR OF ''STRUO URES AND EQUIPMENT EXCEPT FOR A 2 F7% EAVE OVERHANG. t; � J f4P EL 3,- I U/✓/,(/C'OPPO.PrpTEIJ ,QG'E.4 OF � . i9�er .9UTTE C'DU.vT✓, rAl/FO�,Ui,4 Wig"•" AI .�rY.,\ " Pr v _y $ cr.�2 y. 71"�1G11 ;, Yi�,t � F � �r..w ?. .`. •�, ttl��'�'A S .1 �, '.. .� t "� _"��"� t ✓'i. Cart ft/. +•t �l �� r• t we^' Y t�•.. � Sys �`!'+r S „�'.,;d3,r ��r .'��t{•°•�/� • 3. . _ .. _ _ � �� I rte. t � 9 _ .� _ . • � r .. ,' .. ._ - _ 4 r ,' 6. _ dd . ... . - s :. ?� '` .� a, .- .. ... .. ,. .- . , .. .. .. .. 4Y 1 �Deaign information ..,,.. mow-•. DWG NQ. R79-3210*UP2FhIOG4 SHT 40. 22 DATE 2/27/79 . /, ... , .. n.. .a I_�i a , .. .+ � w .. .., ,.. .A�..�•n,rutnl.,i w -.r `N/.IM 11' r - •, 4.� I +I"r"�IY 11tit�i�llrjr��,�:�rp�j 1fG y , � , t + i. y . tc`, Y / ):1 h.•p,r t t ��„���P.rl � !,. '�� t !'� �• i yl ,t t+ � 1 / /1 �1 fT1�1\t 1#.,15('� IT.�i p ��hl •1 t r E• t"l`�.� ! �E t"11+�tI f� oft �� It ltyfj. +t1: . 1 y /' Tt t t a a , �3J t+„ ►: 47t � �� L+r1i . I t, IiA\yl k, ,1x K/ I . rt'tt`Ire • .t '. p� may, 1 6'�p'Y"•���3...tl tA,j k� • 7 , �' I'T ,+,�y, y fit .. y R. �t.� TC(D+L)U 32,0 PS F 5 Fiatin information UBC B C (D +L) € 10.0 PSP acYr,atsnt.saeofl oro®ra TL(D+L)= 41,0 PSF JT, HAx-sPANS(PT-114) HYDRO -NAIL LOCATION(IN) STRESS INC a 1.15 NO, UE' Ha" PLATE: SXZL J 2 a- O 2- e 3 2 Maximum Ctwd Spans ((=t.•in., 1 27- 9 27- 5 2 1/2 X 6 PT 3 3 1!2 X X 4 5 OT! PT 3 3 2 3 . 3/8 1/n e5- 2 28-10 3 1/2 X 6 PT 56-10 LUMBER GFA04 TOP CH1:11W BOTT014 CHORD PST !3- 4 32-11 3 X 8 PT =DOUGLAS rIRL 2• 2X6 4 1/2 2X6 6 Jb-11 36- 5 3 1/2 X 8 PT WJ NO 2 C4 b 51. 6 33. 7 44- 2 b 41- 8 41- 2 3 X 10 PT STD -LF 56- NO 2 DENSE 1--4 5b- 0 y 56- 50- 2 43- 9 43- 3 3 1/2 X 6 PT t NO : 31}- 7 5c- 0* 3b- 9 56- 0w 0 48- 1 46- 0 3 1/2 X 10 PT NO 1 0ENS E 41- 5 56- 0 43- u a6- 0 56- 0 56« 0 4 1/2 X IU PI (I+UDS 1X6 TO SEL STRU 41-'9 5b- 0'v 43» 4 56a 00 PT 3 1/4 2 1/2 .010 -FF 56- 0 3r;» 3 5 0 56- 0 51- DEN S41, STRU rotm 0 56- 0 4b- 1 56- 0 J 2 :)6- 0 56- 0 1 X 4 PT HEIS =HLY rIR= S410 3;.- b 31- 4 4 1/2 X '5 PT 5 NO 2 30. 3 4b- 619 26- 4 '" 61= SJ 2 49. 0 49- 0 4 1/2 X 5 PT 3 1/4 NO 1 14- 5 51- 4'S 32- 9 but 561- 0 56- 0 7 56- X H PT + b 1 3/4 SEU STRU 37- 6* 54- 5* 36.11* 4a4 PT 7 2 1/; xREy'x:zES 2X6 BEARING i1R8QU1RES 2X6 HEARING J 3 56- 0 56- 0 2 1/2 X 4 PT 4 NOTES; 1. Cut 9.11 membera to Deer. 2. Center all plates on bom v0" of Iaini unless X or Y locatwmt are toectliod 4 3. The trust labritz, d, ss mwruyble to j orovida olone - r nanolynd as rpC2wed. See Usage 0 a A. See Table 3 .ol tveb laterad bracing requilaments P7, 1 2,la tEA1t!t6 ME.' WED 75 118.E 2 12 I� SLOPE C"�,..1'''" 'r CIO xf P 10 -L-Z•5+9 PAN L It '.$ 11 VIM IL% ow tl Gain y91rq MN for use wn ttim-Alf ew-?Mtv, TM inns Isaeagmd is an ndnablal wklkv oarroa�:ax. t U to v rlcattwrattd rao a owiottp o ign x the smWcatlxl al iht o0ag119 of gala Outdryq. 8(.Ug lwdle4 a lu WIN111 UOOW of Wx1flo ll Ims n+ut11lr9 ONy "mow Own Of Of erraill aznlCittrl stay to Itouaea. For 9MMI Auz M M DIK" WVW Traits' & aX 9410 ttlll9 Calan ra*mvr ras 001190 tullaq oe:gner. F.., ma"l"l lvwdev Ia icaten, ilu;llay cmlra Ratpo, mi vtry, irroRn aM wxrq of 1110,90. COW ma Ovally COWW Atm.at' IFC lba ItF:alnt &-,4cd UN at Sta "I hU-40. ElVIL3/11dEMPIN01INC. 'A0112W, l91 Trus9. Plea 1laiau1e. ?411 Rol Floaa, Hyatisville, lMtyttno. 20713. box 7359, ST. lC1 ift Mo. 0177 M 0 . , TYPE 1000 UBC C04E; 21- Ot' 130C, 4/12 SLOPES PT P6ATM DOUG rIR 4 REM FIR' 25/ ?/0/101a 42 PSS' 9 1.,13 J 4 J 5 46- 7 56- 0 4b- 56- 1 0 3 3 1!2 X X 4 5 OT! PT 3 3 2 3 . 3/8 1/n wg% equiremments, (Ft. -in.) 56-10 56- 0 3 X b PST Uu6AACgp HRACEb SJ t/ 43-11 43-11 4 1/2 X 6 PT 1 I/ '2X4 V.ESS WI,W2 tc3 w4 W1rW2 WJ W4 53- if 53- 8 b 1/2 X 7 PT 2 1/4 STD -LF 56- 0 41- 3 56- 5b- 0 55- y 56- 0 ab- 0 36- 0 7 X 6 PT t 1 3/4 CON -DF S6- 0 41- 3 5b- 56- 0 55- 9 56- 0 STU Fr 56- 0 3h- 3 52- 0 56- 0 $1- 9 52. 0 ,310 56- 0 53. 0 2 1/2 X 4 PT 3 1/4 2 1/2 .010 -FF 56- 0 3r;» 3 5 0 56- 0 51- 9 56- 0 HEIS S410 3;.- b 31- 4 4 1/2 X '5 PT 5 1/4 402-^.r - 6 56- 0 56- 0 35- 9 35- 9 4 1/2 X 6 PT b 1 1/11 .'102 . 56- 0 41- 6 56- 0 56- 0 43- 9 4:a- 8 5 1/2 X 7 PT 7 2 1/; 50- 9 50» 2 7 X 8 PT 8 3 3/4 0 5- 7 55- 7 7 X 10 PT 10 3 314 d Force informtion i,.=Spars 0:0 56- 0 56- 0 9 X 12 kT + 12 3 3/11, Cnnim: - . RCLS e,r.;t FORCES JGZi7T LOXDS WON CHORD SPLICE OPTIORS C' 1=,-106,Ob M 1= -12,51, J 131 8156 C 2 49- 4 4b- 9 3 X 4 PT C 2= -95.66 W 2y 15,41, J 2= 11,0L 56- 0 56- 0 3 1/2 X 6 PT C 3= -66.4L W 3•= -23.21, J 3= 10.2L C 9 2b- 9 26- 5 3 X 4 PT C 9= 82.OL A 4= 31,9L J 4a 10.2L 34. 2 34- :2 3 1./2 X 6 ?T C10= 100.7L J 9= 4,81, 43-11 43-I1 4 1/2 X 6 PT REACT= -42,OL J10C 5,1L 53- 8 53- 8 b 1/2 X 6 PT +r DESIG.'itD IN ACCORDANCE WITH TPI -78 AND NDS -77 b6- O 56- 0 1 X b PT + kbX2 SLN 'iCOUJ PLATES HARKED 1f MUII4Er 2X 6 CHORDS . GROSS PLATE RATING(PSI) FOR PT2171(D1")j 1119M) NOTES; 1. Cut 9.11 membera to Deer. 2. Center all plates on bom v0" of Iaini unless X or Y locatwmt are toectliod 4 3. The trust labritz, d, ss mwruyble to j orovida olone - r nanolynd as rpC2wed. See Usage 0 a A. See Table 3 .ol tveb laterad bracing requilaments P7, 1 2,la tEA1t!t6 ME.' WED 75 118.E 2 12 I� SLOPE C"�,..1'''" 'r CIO xf P 10 -L-Z•5+9 PAN L It '.$ 11 VIM IL% ow tl Gain y91rq MN for use wn ttim-Alf ew-?Mtv, TM inns Isaeagmd is an ndnablal wklkv oarroa�:ax. t U to v rlcattwrattd rao a owiottp o ign x the smWcatlxl al iht o0ag119 of gala Outdryq. 8(.Ug lwdle4 a lu WIN111 UOOW of Wx1flo ll Ims n+ut11lr9 ONy "mow Own Of Of erraill aznlCittrl stay to Itouaea. For 9MMI Auz M M DIK" WVW Traits' & aX 9410 ttlll9 Calan ra*mvr ras 001190 tullaq oe:gner. F.., ma"l"l lvwdev Ia icaten, ilu;llay cmlra Ratpo, mi vtry, irroRn aM wxrq of 1110,90. COW ma Ovally COWW Atm.at' IFC lba ItF:alnt &-,4cd UN at Sta "I hU-40. ElVIL3/11dEMPIN01INC. 'A0112W, l91 Trus9. Plea 1laiau1e. ?411 Rol Floaa, Hyatisville, lMtyttno. 20713. box 7359, ST. lC1 ift Mo. 0177 M 0 . , TYPE 1000 UBC C04E; 21- Ot' 130C, 4/12 SLOPES PT P6ATM DOUG rIR 4 REM FIR' 25/ ?/0/101a 42 PSS' 9 1.,13 M , 3 1/Z" S SEE NOTF 7 ('TYP,) w.. 1 'P4 1�... A P1 LS -911—A. 4'-00 o.ci S� SEE NOTE 7 (TYPr) I r P2 P3 L j TRUSS IS SYMMETRICAL Ja ABOUT TME CENTERLINE J2 C3 W4 C 13 ,.. Cl it CIO C9 P6 P7 rr u 3 STRUT PQ P9 3N Dotal( 44 5 P10 - f x: I Lk 613 P12 16M. W'[ W S SPAN a L STEPHEN W. CA01.E4 - N(L 3011 OF MAXIMUM STUB LEVOTH PER DETAIL CFT-Ih) --- IX4 BOTT04 CHORD----- -»2X6 BOTTOM ChCRD»ri'yr dFTAIG 2X4 TCP CHO 2X6 TOP CND 2X4 TOP CHO 2X6 TOP CND 1 0-10 1-05 1-+04 1-11 2 1-05 1.10 1-21 2-04 MXX18UP STUO LENGTH FOR DETAILS 3,40,6 BASED 0H OVERALL SPAN -r ^ .2A4 BOTTOM CHORD ........... ..,.....r G • 30-0032-00 34-01' 36-00 38-00 40-00 42-00 44-00 DETAIL 3 4-06 4-11 5-02 5-06' 5-11 6-02 6.06 6-11 DETAIL 4 6-11 1-05 7 -ail 8-05 9.11 9.05 9-11 10-05 LET M S 3-03 9-11 10-07 11-03 11-11 12-07 13-03 13-11 OCT41L 6 13-00 14-00 1S-00 16.00 11-00 18-08 10-D0 20-00 ................... —2X6 BUTT08 CHOPO--» -- .----- _...,_ L #t 42-G0 44.00 46-00 49-00 50-00 52.00 '64.00 66-00 DETAIL 3 6-11 7-01 4-07 1-11 9-02 9-01 8-11 9-02 DETAIL 4 10-02 10-08 11-03 11 -OD 11-02 12-08 13-02 11 -OW DCTAIL S 13 -OS 14-01 14-09 15-05 16-0: 16.09 17-03 18-01 DETAIL 6 19-00 20-70 21.00 22-00 23-00 24-00 25.00 26.00 PLATE» SIZES Fnp Sntt1T5 SHOH1: PER OVERALL SPAN (PLA7EE NOT SHADED) PLATE 44-04 36-00 PLATE 44-00 56-00 P 1 4 1/2 X 4PT 4 1/2 X 4PT P 2 4 1/2 X APT 3 1/3 X 6PT P 3 3 k 6PT 3 X OPT P 4 3 1/2 X10PT 4 1/2 X10PT P 5 3 1/2 X10PT 4 t/2 X10PT P 6 1 X 4PT 1 1/2 X 4PT p 1 3 y OPT 3 XIOPT P 6 4 1/2 X 6PT 3 X16PT P 5 2 1/2 X 6PT 3 X 6PT P1.0 4 1/2 X APT 4 1/2 X 7PT P11 2 1/2 X APT 2 1/2 X APT P12 3 X 6PT 2 1/2 X OPT P13 3 X qPT 3 X OPT P14 7 1/2 X 6PT 2 1/2 X 6PT PIS 4 1/2 X 6PT 4 1/2 X OPT P16 3 X OPT 3 X OPT P17 4 1/2 X APT 3 1/2 X 7PT Pie 3 X OPT 3 1/2 X OPT ......,... .._...r_......o...._....... ... ........r.. .. .. .r............... SPECIAL VE0 AND STRUT 'MA80 FOR DETAILS BASED ON SPA14 -----41FT-Ot11 HhX SPA11--------.-56FI-01h MAX SNAN---.- DETAIG3 3 4 5 6 3 4 5 6 STRUT 2X461F 2X802r W1 2X412 2X442 2X4002 1X401 W2 2X412 7X4%2 7X412* 2X402 3X4%1. 2X4420 t3 2X02. 2X442 2X4%2 7X02 2X4%2 2X402 NOIr l 451tRtSK (") DENOTES t+.IDPOINT LATERAL 6RACING ACOUIR1D r PLL 'xGN (•) DENOTES TdO ROWS OF LATERAL BRACING REOUT M P6 PLATZ SL... IRE VERTICAL, P10 ANO P17 PLATE SLOTS ARE HORIZONTAL. AGE. $&R ntOIEITS HOVE PLATE SLOTS PARALLEL TO CHORD, PEFER TO HYDRO -91 DRkNING 1+U -+BEA R79-3714-t1P3F-1GS4 i'tlH ALL tESTGN DATA NOT Sh05'11 ON THIS SHEET A1iD FOR spkr, 0 PLATE SIZES, tOFi 7rd 6t435: 1, Cut all mermelrs to bear and center All plates on hoth sides of the ,joint unless Otherwise noted, 2. Select the detail wifnsemaximum stub length (S) equals or exceeds the + desired stub length ($). 3. Data pertaining to %tub length ;S) may be linearly interpolated. 4. For sny detail except detail 1 A 2, consult the special web and strut lu7ber table for all applicable web members, d. Tne end vertical it to ba the same size and grade As the top chord. 6. .'oint splices are not pe mii;ted in this truss. T. For detril 1, use a slicer the same size and grade is the top chord and for detail 2, use a slider one size larger andtthe Same grade as top chord. DWG, 010. S80-3210-UP2F-1434 1000 Stub rig UDC ME 20- 0" O.C, bdrelra!r310'�'ttoo tzowtuN1*04M lYt;rtZt411Ilttart.-as t1C-V.QVdatinv4rrt2aalbt:.'ICQcoorwi t 4/12 SLOPE PT PLATES rt t4 tt rrdd�fit¢d VD a ba�r4 dtbi;.l ii trl � dKJ1W 0 lAt *{„?St0tt titiObrrt:N 6totrg' Kgdtt'J is 1Jt 41 till U -1m ci %P4cal PuS1 l:stlr"t 4 or -I/ A ktir8ri! 1%40%4 Gi ICa 4#t�s0 t!rf&!Jt h #1 i+ S'� - p N tc-.1jee NO WOO ql ; L'rt car ¢1at%fs wow Truitat, po tsr4dr: Cu! s% Ditty lWut+trarat cmatl SP1 YDR'U AIR" DOUG FIR t HEM FIR bmYr4 onw-tr r01 1nlVftA4n ftIN0,; Wit:alAd Warctr!tra Swvags ftwrotry. fltubn Ind br% al tisitts. t0r3 tGn Ono:at Gat1+N k1AaJt' Jsd IAt Rtt4r�sato8 tact ti 313saota Plirtki•. C,FtfGlPVJ? r- uva.I c. Z S / 7 / O t 10 x 42 P S F R 1 a I5 •Artll,tilt fru.' tnrti Plot# laitto4tt, 2400 E. Doan A,#nua, rmi ►10hos, 11144418. 4016 1 DOx 7935 ST tOtjlS UO 63177 ... s • Jn1. -� t + �.�r a a rGa 'r".M''�V-Y,Y l,.l x�' �r>� r t i `; 6.� C r D .)) ' 1 � t c4t•t((��j �KK'�p el'.y{�� (n�jy(Jyj er4 r.': 4 D.. .,h'.� p,A ,a •.`!pt Y.,(,t'Jt..Fan..ls +.k•'T•°WnM • �. .. SID;}�. yV y,� t f y • r . f .r'�' 7 � v > it �, . ��'_.1 ''�• I, iY J,i?r;: rill 5.1, ry.+ . , , . - + • • tea.' s Ju. aa��"" �N, �•p 1 i � t 4 .r�,�>�,lp ! n,7�ydyj v ••qp„ , fr' i`.i1 'r j p QUAN TYPE SPAN FI. -H1 4 OVERHANGS 2400 2400 00 13-09-11 JOB D I 8 14ARK a STUi' 2150000 TOP .86 2X 4 DFN02 1650 3x4 01591 AMIL , SYSTEM* PLUS ANDERSON.CA. - 4.5x6 HEEL DIN - 00 13-09-11 12 8 CONFORMS TO UBC DG 13-09-11 NOTESt 1. TRUSSES MANUFACTURED BY - 4 r� 3x4! TOP .86 2X 4 DFN02 1650 3x4 01591 T K SYSTEM* PLUS ANDERSON.CA. L GRIPPING BASED ON GREEN 3k4.% LMB 3x4 WBS .73 2X 4 OFSTAND 690 4-07-14 20 GAUGE HYDRO -PT M r� 3721 4.5x6 -5,5X8= GRIPPING 313-246 PSI PER PAIR BOTTOM CHORDS A B -L 2X 4 DFN01 2050 INCLUDES 0 `^ �- C 2500 T L -M M -C SAME AS B -L 3x5= 864- 553 PLI PER - G -+F 1x411 SHEAR 956- 548 PLI I N 19411 3.5x1 r=' D 4.5x14= 1.75 LUMBER STRESS IMCREAS41 15.0E I -J .. 12 T J -H - REPETITIVE MEMBER STRESS USED. JT 'TYPE 1.5x411 X Y TC 2,100 13-00-00 1 __ 13-00-00 2400 BC1-�1- 13-01.12 LATERAL BRACINOt 12-10-04 4,50 X 6.00 VATAT) OT -My f 1,,.jj6`+FS 51,%.;dUFACITU11C'-D 113Y pl ,,J;31.t 1..N111EIR 00 All VANY. :Te - 26-00-00 HEEL DIN - ' .. 3SX PLATING CONFORMS TO UBC FORCES NOTESt 1. TRUSSES MANUFACTURED BY - CSI SIZE LUMBER 1.15VD TOP .86 2X 4 DFN02 1650 (ICBO) APPROVAL 01591 CHl*,RDS SYSTEM* PLUS ANDERSON.CA. BTM .95 2X 4 DFN02 1650 GRIPPING BASED ON GREEN DF LMB 2. CONFORMS TO TPI -85, WBS .73 2X 4 OFSTAND 690 PLATES - 20 GAUGE HYDRO -PT L -M - 3721 EXCEPTIONSI GRIPPING 313-246 PSI PER PAIR BOTTOM CHORDS B -L 2X 4 DFN01 2050 INCLUDES 15.0% INCREASE T I -N - 2500 T L -M M -C SAME AS B -L TENSION 864- 553 PLI PER PAIR G -+F H -D 2X 4 OPCONST 1207 SHEAR 956- 548 PLI PER PAIR LUMBER STRESS IMCREAS41 15.0E I -J .. 86 T J -H - REPETITIVE MEMBER STRESS USED. JT 'TYPE PLATE SXZ9 X Y , T A 2001 4.50 X 6,00 7.0 3.5 T LATERAL BRACINOt B 3001 4,50 X 6.00 CTR 2.0 0-L TOP CHORD - CONTINUOUS C 2101 5,50 X 8.04 8.3 3.5 E7 BTM CHORD - CONTINUOUS D 6050 4,50 X14,00 5,3 .7 " 9pACINC - 24.0 IN. E 4000 1.50 X 4.00 CTR CTR S/DL+LL F 1001 1.00 X 1.00 CTR CTR LOADING LIVE DEAD (PSF) G 1050 3.00 X 5.00 CTR CTR TOP CNA 20.0 10.G 11 1070 3,50 X10.00 6.7 1.5 BTM CHD .0 10.0 I 1001 1,00 X 4.00 CTR CTR TOTAL 20.0 20.0 40.0 J 1050 3,00 X 4.00 CTR CTR K 1050 3,00 X 4.00 CTR CTR SUPPORT CRITERIA L 1050 3.00 X 4.00 CTR CTR. JT REACT VIDTH JT REACT WIDTH M 1050 3.00 X 4.00 CTA CTR LBS IN -SX LBS IN -SX A 101.5 3- 8 C 101`3 3- 8 VATAT) OT -My f 1,,.jj6`+FS 51,%.;dUFACITU11C'-D 113Y pl ,,J;31.t 1..N111EIR 00 All VANY. :Te LEFT RIGHT HEEL DIN - 38X GIN .. 3SX MEMBER FORCES (LBO1) TOP CHl*,RDS A -J - 2635 C J -X - 2145 C X -B 2772 C B -L - 2870 C L -M - 3721 C M -C - 4549 C BOTTOM CHORDS ^-I 2500 T I -N - 2500 T H -E - 4 T D-0 - 3564 T G -+F 4357 T F -C - 4357 T WEBS I -J .. 86 T J -H - 502 C 11-K - 598 C K -D - 615 T 11-0 - 2209 T B -D - 1550 T E -D - 42 T D -L - 843 C 0-L 276 T 7-M r 799 C F -M - E7 T DL+LL DEFL - .58" AT 0 LL DErL - .29" < S/360 S/DL+LL DEFL-537 9/DEPTH- 5.9 VATAT) OT -My f 1,,.jj6`+FS 51,%.;dUFACITU11C'-D 113Y pl ,,J;31.t 1..N111EIR 00 All VANY. :Te nin J: 'R �. .tai• ; ,I Y. Ieo T. 'Par .. \• I�til 1�'r'. '" , 1 1 It 1511{'' 1, 0 ,�5 1 xl„p !!p ns 1 n x�..`Ttp4J ,{yy 141 11 1V t �w* r. a W 1♦ 9 t�i{ ' .��� �VtS Ic �I� . 1 r•1 r 1'. QUAN TYPE SPAN Pl Hl OVERHANGS JOB NIq _ MARK g STU3 310000 4 2400 2400 �, ` DO 16-05-08 12 4 4 r J 3N N . 5.5x10= 1x411 C 3x5+ K DO 16-05-05 1x4// H---- -."� �-_ Zl 3x5= d 1.751 Q 12 3x5= Q M L F 1x411 4 . sxio= 2x411 TC 2400 18'05'00 15-06-00 240U ec 13-06-00 17-O6-00 31 -00 -Oar NOTES' C91 SIZE LUMBER 1,15FB PLATING CONFORC.S TO UfiC N1, TRUSSES MANUFACTURED BY TOP 1.GO 2X 4 DF'NO1 2050 (ICDO) APPROVAL {(1591 SYSTEMS PLUS ANDERSON -CA - STM ,97 2X 4 DFNO1 2050 GRIPPING BASED ON GREEN DF LMB 2, CONFORMS TO TPS -85.. WBB .80 2X 4 DFSTAND 690 PLATES - 20 GAUGE HYDRO -PT 3, ALLOW FOR HORIZONTAL EXCEPTICNs: GRIPPING 313-246 PSI PER PAIR MOVEMENT AT JOINT D C -K 2x 4 DFsB 2400 INCLUDES 15.0% INCREASE K -L L -D SAME AS C -K TENSION 864- 553 PLI PER PAIR ' A -M 2X 4 DYN02 1650 SHEAR 956- 548 PLI PER PAIR M-1 I -Y SAME AS A -M J -E 2X 4 DFOONST 1207 JT TYPE PLATE SIZE X Y I -E E -C SAME AS J -E A 2001 3.50 X10.00 9.7 3.3 LUMBER STRESS INCREASE1 15.0% B 1001 1.00 X 4,00 CTR CTR REPETITIVE MEMBER STRESS USED. C 3010 5.50 X10,00 GTR 2.0 D 2101 4.50 X12.^O 12.7 3.4 E 8050 7.00 X12.00 4,3 ,0 LATERAL BRIICINOC TOP CHORD - CONTINUOUS F 4000 2,00 X 4,00 CTR CTR BTM CHORD - CONTINUOU G 1010 3.00 X 5.00 117 1.5 H 1010 3.00 X 5,00 1,7 1,5 sPACING 24.0 IN. 1 1070 4,50 x,10.00 6.8 118 LOADING LIVE DEAD (PSF) J 1050 4.50 X 6.00 3.8 2.1 TOP CND 2010 10.0 K 1010 3.00 :X 5,00 1.5 1.5 BTM CHD .0 10.0 L 1001 1.00 X 4,00 CTR CTR TOTAL, 20.0 20.0 40.0 N 1050 3.00 X 4.00 CTR CTR SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LBS IN -SX LCIS IN -SX A 1216 3- 8 D 1216 3- 8VALID ()NTj-i LEFT RIGHT r'rl '� I U:a►�;l:S 11,!\N FA.CTIJR ,D BY HEEL GIN - 3gx GIN - 3eX i' '�'t�rl Niall l.l} 11l�1 1� COMPANY. MEMBER lORCES (LBS) TOP CHORDS A -H ■ 3257 C N -J - 2752 C J -B ■ 4975 C B -C 4975 C 'n a -'K 4104 C K -L ■ 5273 C L -D ■ 5447 C � BOTTOM CHORDS f 1f'':e� Pµ; Jr ,,,1�+J A -M 3090 T M -I 3090 T �f! 91 I -F 0 T E -H - 3250 T :y H -O 4244 T O -D 5218 'rl�l WEBS 11.13 M -N 88 T N-1 ■ 516 C "N �1. o ,5 I -J ■ 1204 C J -E ■ 2123 T + �.✓ \r I -E - 3002 T E -B 193 C F -E 45 T E -C ■ 2500 T C -H 959 T H -K - $30 C K-0 ■ 952 T G -L ■ 307 C DL+LL DEFL ■ .93" IN C -K �+I LL DEFL 11 .47" t S/360 DL+LL HORZ ■ .40" AT D 9/DL+LL DEFL■399 S/DEPTH• 6.0 ��yn1 ^ aML1...Ys'+§s.ti,.1,�-,."i,'. "Ma'.^;.Ir..., r, rt..i`��'-'!'',�t`.4'. '.',• ,.. ,.-. c �dt�', _ .r a...`,e<:aiP%+�a5w,r?ir Y^4,sre:•�: ct+�l::tT'' i`b1`1I.�.: Vii�?au.rwuma -�rc� W •'.,, f.^.".;_ 5.. `ra C4.! ''if .'-"R4.S'"'`i,.rgc'r"i"} r. 2 oiAhi �• 3:Ias. mv, 4.2 ra C,* C* w 4 1 '01, -t— tit, 5.'NT'� cR; C* x,.'i boli x F73 I w x, x x., x On C36 ra 'tii'1 n ), n r I It j J'i 0iRl1 C4 T to In fit, E7 Ilk !`I.S.III� l� ' �F rr !� 4 � F q ` �d •+ Ck. �dIiSi ft 0 us 0, qcr to -01 ST5 IT A14 ow U. Tj rb f, 0 2 0 rii 0, .8 0 C, r-4 4t Ss (rq ii 0" ;v I _. , ij. T 6 9. Ef- �i P �! P " g. 0 , t" 5 cl, rj�- �� �F' O OR e -o 0 R ro n. w. 30 33 t!!2 Au z M Yu r. rn M 4 1 -t— tit, 5.'NT'� 'tii'1 n ), n r I It j J'i 0iRl1 C4 T to In fit, E7 Ilk !`I.S.III� l� ' �F rr !� 4 � F q ` �d •+ Ck. �dIiSi ft 0 us 0, qcr to -01 ST5 IT A14 ow U. Tj rb f, 0 2 0 rii 0, .8 0 C, r-4 4t Ss (rq ii 0" ;v I _. , ij. T 6 9. Ef- �i P �! P " g. 0 , t" 5 cl, rj�- �� �F' O OR e -o 0 R ro n. w. 30 33 t!!2 Au z M Yu r. rn M BRACING WOOD TRUSSES. COMMENTARY AND RECOMMENDATIONS ©TRUSS PLATE INSTITUTE, INC., 1976' iNTRODUCTION In recognition of the inherent safety of a properly braced roof system, the apparent lack of knowledge of howt when, and where to install adaquate bracing, and in the Interest of public safety, the Truss plate Institute, Inc„ in consultation with its Component manufacturers Council membership, has undertaken the preparation of these iecom- mandations. Substantial concentrated study and deliberative review by lila TPI Technical Advisory Committee (comprising A membership Of the chief structural engineers of member plata manufacturing companies, rapra• sarltatites of the academic community, and independent consulting engineers) have been devoted to this effort. Consultation with the TPi Component Manufacturers Council has resulted fit bringing, practical field handling and erection problems into a sharper focus. Inclusion of the tentative recommendations for omsite handling and erection procedures is one direct result of the consultations. It is planned to study further and enlarge upon these tentative recommendations, While aha recommendatinns for bracing contained harem are technically sound, it Is not inteorfad that they be considered the only method for bracing a roof system. Neither should these recommenda, tions be interpreted as superior to or a standard that would necessarily be preferred in lieu of an A,chitect's or engineer's design for bracing for a particular roof system. These recommendatiot s for bracing wood trusses ofiginate from the collective experience of le4'ding technical personnel in the wood truss industry, but must, due to the nature of responsibilities involved, ba presented only as it guide for ilia use of a qualified buil ing designer, builder, or erection contractor, Thus, the Truss Plate institute expressly disclaims any responsibility for damages arising from the use, applica tion, or reliance on the rerommendabons and information contained heroin by building designers or by erection contractors. 1 C.M PUC.Ir 1111!11 rlywi ltdl ,�'`` "4;••;"+. ty:tn01 001 owit 1pnl ql I,pfl arl,yrt O� r. �•'`- �.Erwp,r,,, r, Itlil InO ilii Figure 1(a) Flgire t(b) it is recommended that diagonal tracing (minimum 21neh thick nominal lumber) be mtrailed at approximately a 45 degree angle to the lateral brace Oragonal bracing should be attached to the oppottto s+do of the. same member requiring lateral bracing This bracing may be continuous or intermittent at the building dosigner's option; hnwttver, it is recommended that mtermisteflt atlAtl,og not excited 20 feat, lir twice ilia hof acintat ton of the diagonal bracing WI The ground braces should be located dtrtctly m line with an rows of top chord continuous lateral fisting Otherwise, the top chord of the lust trans can band sideways and allow tthe trusses to Shift This shift however slight, putt a tremendous strain on alt wnntoions of the braung system, I a , the weight of the trusses would then tic added to any wind force or canrttuCtign load such As bundlet of VIYWO tt+lr 'aril shingles %ending to tip the trusses over All nailing of bracing should be done to that ,1 ilia trusses should tend to buckle or tip, the na:lt wIu tie 1004*411 t0tetahy oat In withdrawal it is not recommendeal to nail scabs to the end of ilia building to brace the (lust truss These scabs can break oft at pull out, thus Allowing a total collapse As trusses are set to place,. the buildor Of erection tamlractnl must apply sufficient temporary brecntg to hold the trusses pivatb In alignment and in a Safecontiihon until iiia permanent bracing detk,ng, and/or sheathing can be installed Tempotaey bracing should be not loss than 2114 dimension lumber and should be at long as ptacot4l for handling The urn of short spacer meets of lumber be worn adlarent trusses is not ripcommendoil, unless used tr+porenly in i; :epatawon of Immediate Installation of longer Conleiv,,tri buang iS feet tnlmmum len h) Temporary bracing lumber should be ilalled w th two double hawed iBit mads int every into?section with the brot*d memt er pro assembly o, groups of trusses, on ilia groundinto 14ruclut011Y braced units which Ara than hfteci. t:,to piece as assemblies is Ar acceptable alternate to the one At a time method Exact spacing between itutses should be maintawed at Ulacnlg is installed to avoid the harardout practice of temoving bracing la Adjust spihing at thaatning is applied This act of `adjusting stxlong' cart cause trusses to topple if a key connection Is removed at the wrong tuna, Truss bracing must be Applied to three planes of reference In the roof system to insure sttbdity I Top chord Isheathmgl plane, 2 web mamber plana at vertical plane perpendicular to trusses. and 3 tottem 'r chofd (telling) plant 1 Top Chord Plano. Most importan to the budder Or trechan retractor is bracing in the plana of the top chore;. Trusi top chords aft scapoble to lateral b ickbng before they Ate or sheathad Ir It 1,. t 7 However carefully wood trusses are designed and. fabricated, Oil this Is at stake In the final erection and bracing of a roof or floor syltern, It is at this critical stage of constrhgtion that many of the really significant design assumptions are either fulfilled or ignored, If Ignored, the consequences may result in a collapse of the structure, which at best is a substantial loss of time and materials, and which at worst could result In a loss. of life. The Truss Pate Institute "'Design Speclficatfpns for LIVht Metal Plate Connected Wood Trusses" aro recommended for file dttign of individual wood trusses as structural components only. Lateral bracing, as may be required by design to reduce buckling length of individual truss members, Is a part of the wood truss design and Is the only bracing that will be specified on the trust design drawings. Lateral bracing it to be supplied In ilia site specified and installed at the location specified on the trots design drawings try the builder or erection contractor. The bullchal; designer of Inspector must ascertain that ilia specified, lateral bracing is properly installed and that this bracing is sufficiently anchored or restrained by diagonal bracing to prtr;ent its motrpmont. Special design requirantents, such as wind bracing, portal bracing, seismic bracing, diaphragms, shear walls, or other load Ira -fet elements and their connections to the wood trusses must be "ansiclerecl $eparately by the building designer. He thall determine $ue, ration, and rniihod of cannections for diagonal bracing as needed to resist those tones. Diagonal or cross bracing is recommended in the Clan formed by the top chords, in ilio piano formed by the bottom char=ls and perpendicular to the trussweb members, as needed to( the overall stability of ilia entire structure. Truss bracing and connection details should be shown on the budding designar's framing plan as part of the design drawings. Bracing matertals are not usually furnished as pats of the wood truss package, and should be provided by aha builder of erection : ontractor. Tito builder or erection contractor is responsible lot proper wood truss handling and lot proper temporary bracing, He mtut useuro that the wood trusses are not suuctutally damaged during erection and that they are maintained in alignment before, during and alter installation. Temporary or erection braainll may follow, but not nearisafily be limited to. the building designer's framing plan. It fs recommonded that erection bracing be applied as each true is placed In position, 2 eiA 4 K.$ rod Intl plrrrPl:Pt Figura 11c1 t: yr /privc.+rx.M i°C4^'+p re' tVYlq N tRnI:. MV*I1ty. a=ytr 1T Mei Ir s•dr b+wH,A wr>•=r 4r M mnwMim e,a t 4:'at (,t B'irttp it MyNGIrt,"iiNa Flguta stall STt.GE TWO Muting Trust Etet?IO- the Lu''der or ereGhon co]NDIKIOr mus+ take adoglr'te Pierautlamt 1.:, 4tts;10 shot the iirw Vustas aro net strut uftisiy damaged Prol'ieer f1wm7 0a"Idtrlg tthe use of tpraladtt trots and murbplt pits up fyulnts., Witte required is nxtessary 10 llraeerit damage during handl=ng lantativa retommandahnrn are txetents'd ,n lie Apper,diY fierete h ,t most 'Wpotlar't I -i tdare the first truss At tFe end (if 'ft"a buldmg let. WV 1v Alt ails- It_,sses a" 11d 11) file 1:151 Butt thus llta 4y feramnardtvf Ihat ronhnu;tut latotat t'iacing'bt m0altrd wIh'.h t3 m4he1 of the ridge uneot cAmter fine smf dl aprolirmste"te 0 feet to 10 fait 010NAII UIWacn tea t10 -7d Tint 1 0`1 104 "r± tt tt of rXfnter Brie tl1 flat wastes and The naves nor t1 .:Ile menalal vInas itlat aper:tv bolweeti lateral$ may tie :ncreatod r 17 feet r+., 4 lott D•fgol f1s located betweet, .nes aaiatal Ittac,tig ar.,l tat alat�tlhla mately' 45degtttt sng!es. lufm She tt1ArG rt reaunta for r"' .tY - the, piarte GI the toll thiol NOTE long t..iYt or /heavy u,� . n,ay tPgWre ctetrr Ipt;nig ixtweerl talcrai Uraring olid r inter ,niervals tierwaendr;k7anab Figure 310 iiluttratas lem0olory braong m the plant of the trap Chord lot gable truttet It pombtr Ilia tont^nuaut taterai Noting fat the So,), hard ytt:a:,td be mored an the unders Iv of the top chard til Anal 4 w, 'tut Movie wi be temavt•d at the plywwoi detk:ng It Atjp::ad TP* nj.0 n are thor, he;d }+acutely ave- dvi.f:Q tate dMk,flg ptC. # of it is tvl*,any ,,nWgTAnf fur the t". slur or aractmn ¢Lrrlaru:r rr: Intla'r bie(eJ4 Irl Itte [:reit* of ilia 1:'l: (hard for tial rteli ,' qr no truster The use of A timdar brat n2 Dalton, is taromm*r§tetf 1-;t All 0,41 trusses flartlrular atlortwo .s dart std in WMing at Iria eti.'f of I'al w titres at shown In F,gire 'JIM 7 Web Member plane It Is a!tn natasstry It 011th'! tamtinterr byal,I,g I, the p;afle of tho wet, rr en:heti Tr's. Utai,ng s us,r'a1'y _-. rc, rape me,.hw ,,.:Ir'+, • ] a�, at -'fir +�, ,�_: /r., d;..,tr't ••.nth: u t Ch fru t•rtt /'r . rnnrawl':ma =ray-.'.r4r.:r `sl,�i, 5'•ee I - -ai. ' nrptn n=ey.',;mt � u _y t ,t,M'� i r N111, ,,tirs}Irtr Yl Irri NYl,Y x,15 Merh'R+'rFt PF-0ICranl, r4$ nate xs i iM+f y to"Wr Ctrl ertr`y..t+qi-rk 'Ctrl • LLUCM -a^r,rr* tal tyM ,Mir, w= • slip Yhpfd •A FtWto 310 a TRUSS, PLATE INSTITUTE 5831DsOnofrio Drive, Suite 200 Madison, WI 53719 The d tslgn of wood trusses in accordance with TPI design aitar4. assumes: 1. Trust members are Initially itralght, uniform In cross tMIM and uniform In design pmpertiar, 2, Trutisas are pians structural components, installed vertically, bfal;cd to prevent lateral movement, and parallel to each other at ilia design spacing. 3. Trusti members are pinned at tolntt for dexrminationof Will' lorcil only. 4. There incontinuity of chord members at joint$ for detormina- lionof moment stresses. 6, Compression members are laterally rostrained at specific lova, tions or intervals, Q. Suparlmposad dead or live loads act vertically, wind toads are applied normal to the plane of the top chord, and consontrotad kseds are applied at a point, 7. In addition to the lateral bracing specified by the truss d"Illrhr, the building designer will specify sufficient bracing at right angles to the plant of the truss to hold every truss member In ilia position assumed for It in design, 8 The building designer (not the truss designwh will tpautY wflicient bracing and connections to withstand lateral loading Q1 the entire structure, The theory of bracing to to apply sulfictent Support at right angios to the plena of the truss to hold every truss member in the position assumed for it in design, This theory mutt be applied at throe pages. STAGE ONE- During Building Design and Trust Design individual trust members are checked for buckling, and lateral bracing is specified in. required lot each iruts member. Tho building designer must specify how this lateral bracing is to be anchored or restrained to prevent lateral movement should all truss members, so braced, tend to buckle together as shown in figure iib), This may In i t:tomplid!ed by I Anchorage to solid and walls (FlguM I (d), r 2. Diagonal bromig on Ilia plane of Web memberslFitlum iMO 3 Other means as datarminttd by the huildtnfl *. trwf 0 No '4vrt,t yrau,d MN'« IM till OVA it's ie.lhr fl' .f 4 par t,Ii411 Y R. r FiWto2la) M a:n. au*. M tN Suri 01--4 'ill xa1 tt1Y.P-­, J/o I I - aermt la Prem z Ml t';Y1RY r tr r Igi� �a• err t �a+t,+prwt to Yvr.,11 e11Iiw • 1`191116 0011 b,in -T swim datitinds. to IS Vast extent an how ,w!i dart Arlt woods brace;, net sabtfatt;ry rnetlotf res to Ill' fust truss.. Icpthord to be brsrtd In A stake r1tlVen I -to the ground sial securely 0nthWa4f The 9"Wnd tuate =t$41i inould be u,pporied as shows, ,n figura 2 or, It as alt W Uu-kie Add,itunat ground btates. in the ossxls+tit do rrurr rm dr It" b,u+d=s;g are also tri olnmeridto . 7 fpl dtxlttr s i syek,:r '.W rip#Y aq � nU,rN bK+N�ti�' y N .Suit rN,11i'+N^Y h t' + Fipuro 5rbl ,niloi,t at w:a txtrt ta(tptcrt tper:f,ed an thve#rehnrciurat plan snit ttirnlar,t�t bra*,rig and May twcan* bail of wa, ptrmarwAt beating It It recom",Wed shat diagonal W41ITMO be idled aI Ratti was, marybw ,ettuomq oor'twstout lateral b;Pohg. If `V-" is tr*0ftrd. it it letrimrnendwf that It be plated at an greatest than IA teat intetvill i!nt>g Ital trust length frit toc tfutfort a'A 0 too rnt"lrfor rte trusty, It Is Rot gAnle ey nccervory fat dragonai tics" to run amirntr Cutty fur she th'.r length of the ttwiding but It t% racammxufad %Mt the ' tpar;rQ between "Is rut d,agaral twonng not exceed 20 Net, ry two the lint - 401 tat run at the d,.wul orating} Sows of 1x6 suoo*bac:1. may five tre used it. brace floor trusses )shine dlbpmel tgezing fr 'Mwatirrar 0igote 4101 Wlittratas dragoral Meting in tax. Diane Of It" wet) members Ftgufe 40j) f iotrotet the Lisrki mavrmerit that stay ixtul ,f tAtarai titatingit veal without dtagonatorating T Bottam Cllwd Plat": in order to hob Pro" W0,009 an 111e Wttom chord temporary bractng It ficxuntr*rWod in the plane of tthe bottom chard Coal rimsti Itteral 1121ocIngi at rW gfaTaf than i) feel to ip loot on,enia s along the truss length is rerymrnerWx) foal length Of the building nailed to 114 too of the bottom thwd M119040 twWrill: b' l tenprr,im, YwM wf`� MIMt led ellb twtt,Iiq. �.y.�.-, � rpn1',dUl irlr.el hta7y arnr.;111Y1nll a,tY' '� M1I Ifs Yea mlinttNi �- LhB Nmt fit ie it is recommended that diagonal tracing (minimum 21neh thick nominal lumber) be mtrailed at approximately a 45 degree angle to the lateral brace Oragonal bracing should be attached to the oppottto s+do of the. same member requiring lateral bracing This bracing may be continuous or intermittent at the building dosigner's option; hnwttver, it is recommended that mtermisteflt atlAtl,og not excited 20 feat, lir twice ilia hof acintat ton of the diagonal bracing WI The ground braces should be located dtrtctly m line with an rows of top chord continuous lateral fisting Otherwise, the top chord of the lust trans can band sideways and allow tthe trusses to Shift This shift however slight, putt a tremendous strain on alt wnntoions of the braung system, I a , the weight of the trusses would then tic added to any wind force or canrttuCtign load such As bundlet of VIYWO tt+lr 'aril shingles %ending to tip the trusses over All nailing of bracing should be done to that ,1 ilia trusses should tend to buckle or tip, the na:lt wIu tie 1004*411 t0tetahy oat In withdrawal it is not recommendeal to nail scabs to the end of ilia building to brace the (lust truss These scabs can break oft at pull out, thus Allowing a total collapse As trusses are set to place,. the buildor Of erection tamlractnl must apply sufficient temporary brecntg to hold the trusses pivatb In alignment and in a Safecontiihon until iiia permanent bracing detk,ng, and/or sheathing can be installed Tempotaey bracing should be not loss than 2114 dimension lumber and should be at long as ptacot4l for handling The urn of short spacer meets of lumber be worn adlarent trusses is not ripcommendoil, unless used tr+porenly in i; :epatawon of Immediate Installation of longer Conleiv,,tri buang iS feet tnlmmum len h) Temporary bracing lumber should be ilalled w th two double hawed iBit mads int every into?section with the brot*d memt er pro assembly o, groups of trusses, on ilia groundinto 14ruclut011Y braced units which Ara than hfteci. t:,to piece as assemblies is Ar acceptable alternate to the one At a time method Exact spacing between itutses should be maintawed at Ulacnlg is installed to avoid the harardout practice of temoving bracing la Adjust spihing at thaatning is applied This act of `adjusting stxlong' cart cause trusses to topple if a key connection Is removed at the wrong tuna, Truss bracing must be Applied to three planes of reference In the roof system to insure sttbdity I Top chord Isheathmgl plane, 2 web mamber plana at vertical plane perpendicular to trusses. and 3 tottem 'r chofd (telling) plant 1 Top Chord Plano. Most importan to the budder Or trechan retractor is bracing in the plana of the top chore;. Trusi top chords aft scapoble to lateral b ickbng before they Ate or sheathad Ir It 1,. t 7 However carefully wood trusses are designed and. fabricated, Oil this Is at stake In the final erection and bracing of a roof or floor syltern, It is at this critical stage of constrhgtion that many of the really significant design assumptions are either fulfilled or ignored, If Ignored, the consequences may result in a collapse of the structure, which at best is a substantial loss of time and materials, and which at worst could result In a loss. of life. The Truss Pate Institute "'Design Speclficatfpns for LIVht Metal Plate Connected Wood Trusses" aro recommended for file dttign of individual wood trusses as structural components only. Lateral bracing, as may be required by design to reduce buckling length of individual truss members, Is a part of the wood truss design and Is the only bracing that will be specified on the trust design drawings. Lateral bracing it to be supplied In ilia site specified and installed at the location specified on the trots design drawings try the builder or erection contractor. The bullchal; designer of Inspector must ascertain that ilia specified, lateral bracing is properly installed and that this bracing is sufficiently anchored or restrained by diagonal bracing to prtr;ent its motrpmont. Special design requirantents, such as wind bracing, portal bracing, seismic bracing, diaphragms, shear walls, or other load Ira -fet elements and their connections to the wood trusses must be "ansiclerecl $eparately by the building designer. He thall determine $ue, ration, and rniihod of cannections for diagonal bracing as needed to resist those tones. Diagonal or cross bracing is recommended in the Clan formed by the top chords, in ilio piano formed by the bottom char=ls and perpendicular to the trussweb members, as needed to( the overall stability of ilia entire structure. Truss bracing and connection details should be shown on the budding designar's framing plan as part of the design drawings. Bracing matertals are not usually furnished as pats of the wood truss package, and should be provided by aha builder of erection : ontractor. Tito builder or erection contractor is responsible lot proper wood truss handling and lot proper temporary bracing, He mtut useuro that the wood trusses are not suuctutally damaged during erection and that they are maintained in alignment before, during and alter installation. Temporary or erection braainll may follow, but not nearisafily be limited to. the building designer's framing plan. It fs recommonded that erection bracing be applied as each true is placed In position, 2 eiA 4 K.$ rod Intl plrrrPl:Pt Figura 11c1 t: yr /privc.+rx.M i°C4^'+p re' tVYlq N tRnI:. MV*I1ty. a=ytr 1T Mei Ir s•dr b+wH,A wr>•=r 4r M mnwMim e,a t 4:'at (,t B'irttp it MyNGIrt,"iiNa Flguta stall STt.GE TWO Muting Trust Etet?IO- the Lu''der or ereGhon co]NDIKIOr mus+ take adoglr'te Pierautlamt 1.:, 4tts;10 shot the iirw Vustas aro net strut uftisiy damaged Prol'ieer f1wm7 0a"Idtrlg tthe use of tpraladtt trots and murbplt pits up fyulnts., Witte required is nxtessary 10 llraeerit damage during handl=ng lantativa retommandahnrn are txetents'd ,n lie Apper,diY fierete h ,t most 'Wpotlar't I -i tdare the first truss At tFe end (if 'ft"a buldmg let. WV 1v Alt ails- It_,sses a" 11d 11) file 1:151 Butt thus llta 4y feramnardtvf Ihat ronhnu;tut latotat t'iacing'bt m0altrd wIh'.h t3 m4he1 of the ridge uneot cAmter fine smf dl aprolirmste"te 0 feet to 10 fait 010NAII UIWacn tea t10 -7d Tint 1 0`1 104 "r± tt tt of rXfnter Brie tl1 flat wastes and The naves nor t1 .:Ile menalal vInas itlat aper:tv bolweeti lateral$ may tie :ncreatod r 17 feet r+., 4 lott D•fgol f1s located betweet, .nes aaiatal Ittac,tig ar.,l tat alat�tlhla mately' 45degtttt sng!es. lufm She tt1ArG rt reaunta for r"' .tY - the, piarte GI the toll thiol NOTE long t..iYt or /heavy u,� . n,ay tPgWre ctetrr Ipt;nig ixtweerl talcrai Uraring olid r inter ,niervals tierwaendr;k7anab Figure 310 iiluttratas lem0olory braong m the plant of the trap Chord lot gable truttet It pombtr Ilia tont^nuaut taterai Noting fat the So,), hard ytt:a:,td be mored an the unders Iv of the top chard til Anal 4 w, 'tut Movie wi be temavt•d at the plywwoi detk:ng It Atjp::ad TP* nj.0 n are thor, he;d }+acutely ave- dvi.f:Q tate dMk,flg ptC. # of it is tvl*,any ,,nWgTAnf fur the t". slur or aractmn ¢Lrrlaru:r rr: Intla'r bie(eJ4 Irl Itte [:reit* of ilia 1:'l: (hard for tial rteli ,' qr no truster The use of A timdar brat n2 Dalton, is taromm*r§tetf 1-;t All 0,41 trusses flartlrular atlortwo .s dart std in WMing at Iria eti.'f of I'al w titres at shown In F,gire 'JIM 7 Web Member plane It Is a!tn natasstry It 011th'! tamtinterr byal,I,g I, the p;afle of tho wet, rr en:heti Tr's. Utai,ng s us,r'a1'y _-. rc, rape me,.hw ,,.:Ir'+, • ] a�, at -'fir +�, ,�_: /r., d;..,tr't ••.nth: u t Ch fru t•rtt /'r . rnnrawl':ma =ray-.'.r4r.:r `sl,�i, 5'•ee I - -ai. ' nrptn n=ey.',;mt � u _y t ,t,M'� i r N111, ,,tirs}Irtr Yl Irri NYl,Y x,15 Merh'R+'rFt PF-0ICranl, r4$ nate xs i iM+f y to"Wr Ctrl ertr`y..t+qi-rk 'Ctrl • LLUCM -a^r,rr* tal tyM ,Mir, w= • slip Yhpfd •A FtWto 310 a TRUSS, PLATE INSTITUTE 5831DsOnofrio Drive, Suite 200 Madison, WI 53719 The d tslgn of wood trusses in accordance with TPI design aitar4. assumes: 1. Trust members are Initially itralght, uniform In cross tMIM and uniform In design pmpertiar, 2, Trutisas are pians structural components, installed vertically, bfal;cd to prevent lateral movement, and parallel to each other at ilia design spacing. 3. Trusti members are pinned at tolntt for dexrminationof Will' lorcil only. 4. There incontinuity of chord members at joint$ for detormina- lionof moment stresses. 6, Compression members are laterally rostrained at specific lova, tions or intervals, Q. Suparlmposad dead or live loads act vertically, wind toads are applied normal to the plane of the top chord, and consontrotad kseds are applied at a point, 7. In addition to the lateral bracing specified by the truss d"Illrhr, the building designer will specify sufficient bracing at right angles to the plant of the truss to hold every truss member In ilia position assumed for It in design, 8 The building designer (not the truss designwh will tpautY wflicient bracing and connections to withstand lateral loading Q1 the entire structure, The theory of bracing to to apply sulfictent Support at right angios to the plena of the truss to hold every truss member in the position assumed for it in design, This theory mutt be applied at throe pages. STAGE ONE- During Building Design and Trust Design individual trust members are checked for buckling, and lateral bracing is specified in. required lot each iruts member. Tho building designer must specify how this lateral bracing is to be anchored or restrained to prevent lateral movement should all truss members, so braced, tend to buckle together as shown in figure iib), This may In i t:tomplid!ed by I Anchorage to solid and walls (FlguM I (d), r 2. Diagonal bromig on Ilia plane of Web memberslFitlum iMO 3 Other means as datarminttd by the huildtnfl *. trwf 0 No '4vrt,t yrau,d MN'« IM till OVA it's ie.lhr fl' .f 4 par t,Ii411 Y R. r FiWto2la) M a:n. au*. M tN Suri 01--4 'ill xa1 tt1Y.P-­, J/o I I - aermt la Prem z Ml t';Y1RY r tr r Igi� �a• err t �a+t,+prwt to Yvr.,11 e11Iiw • 1`191116 0011 b,in -T swim datitinds. to IS Vast extent an how ,w!i dart Arlt woods brace;, net sabtfatt;ry rnetlotf res to Ill' fust truss.. Icpthord to be brsrtd In A stake r1tlVen I -to the ground sial securely 0nthWa4f The 9"Wnd tuate =t$41i inould be u,pporied as shows, ,n figura 2 or, It as alt W Uu-kie Add,itunat ground btates. in the ossxls+tit do rrurr rm dr It" b,u+d=s;g are also tri olnmeridto . 7 fpl dtxlttr s i syek,:r '.W rip#Y aq � nU,rN bK+N�ti�' y N .Suit rN,11i'+N^Y h t' + Fipuro 5rbl ,niloi,t at w:a txtrt ta(tptcrt tper:f,ed an thve#rehnrciurat plan snit ttirnlar,t�t bra*,rig and May twcan* bail of wa, ptrmarwAt beating It It recom",Wed shat diagonal W41ITMO be idled aI Ratti was, marybw ,ettuomq oor'twstout lateral b;Pohg. If `V-" is tr*0ftrd. it it letrimrnendwf that It be plated at an greatest than IA teat intetvill i!nt>g Ital trust length frit toc tfutfort a'A 0 too rnt"lrfor rte trusty, It Is Rot gAnle ey nccervory fat dragonai tics" to run amirntr Cutty fur she th'.r length of the ttwiding but It t% racammxufad %Mt the ' tpar;rQ between "Is rut d,agaral twonng not exceed 20 Net, ry two the lint - 401 tat run at the d,.wul orating} Sows of 1x6 suoo*bac:1. may five tre used it. brace floor trusses )shine dlbpmel tgezing fr 'Mwatirrar 0igote 4101 Wlittratas dragoral Meting in tax. Diane Of It" wet) members Ftgufe 40j) f iotrotet the Lisrki mavrmerit that stay ixtul ,f tAtarai titatingit veal without dtagonatorating T Bottam Cllwd Plat": in order to hob Pro" W0,009 an 111e Wttom chord temporary bractng It ficxuntr*rWod in the plane of tthe bottom chard Coal rimsti Itteral 1121ocIngi at rW gfaTaf than i) feel to ip loot on,enia s along the truss length is rerymrnerWx) foal length Of the building nailed to 114 too of the bottom thwd M119040 twWrill: b' /mi'Odf/lJJit/G JA/mh'wmom/ ,, -�"CAlwale G'P. lwile.41V 14-V ax, AWAY OW1iv r,5'1 aeR '40 .11 f47e7 RE`Caep 7"/T 0' /,IV MRIF5'7 NO`I'XS 88-284 OZ. 1 pr'c)'()(�rty 1,,'4 1.1j) j(, t uo 1no (j(?ra t o (".arvL.11t.]i,lakrI t o 1wC:(: lls t,l; u("t cId tiff f +L Z±"(+ 1'('�:<IT�rl�lll`". ;;1 (1. 1 11q sa n(1 i , I 1 Ler io)1' tipr-l.nk l +'-r—,, 1:r) dw01 1 tr t» 4 > ! It toll( -'(1 r t,j rlc°+�*€�l(rlF1'v"111- riYr'='1:; �'lltEl Fc':1-t 111.11 t 4l•tfi`'� k yr,1 �rrri1r111 ltf-`(� ai.i ()l�('1i :%I�.r"�' r){1 � �S! •, / � 1!. � 1',rr �rlil 1�1111r� t"�`1Wltlt�; <�l• T' .il/lr al ''lll l ! �a! ` ��s.i .�il`al 1 `�llr.»1 1 IN 1 fit" ° t�r,, •lG ,:� l„/� � �+yn � 00-028402 � 5. 00.. ! t 2 F t Gr, latl E 1>1 # t gid, ter o J . lat uFr r + r! a R()i` d0 r1 r� zu GXryp11'?5 } �' OF CAI o fi ti � r,r 1. Ar IN hN i. RO,* Ft's./? ,/Vs 10-5111141-p Ole” leeer�,PD :7 E �S '' a. ,0,40,7 or ,��sE��-> . OA/ ;ror •%' .� ANCffFJI%.Oi�LC"CJ,PI%�,' $�" ,+? c a Et�.�y: ,9"0d`vr�?< >l1k).r. r,i;l7iar<<� C?r,),C' non c M'y rr ssocrs 1412 Z. 4-1001' j OWN" __ t+ U _JUS LN r MW;, V 01cc- eA . AV Zx S' x r 0= 1(co 52 POWEAW A77z'v.,, S--, 46-7 )"b a- -xo "S9 l ---I.-11-,---.- . . . . . . . ....................... 11 r -D MOTE -.—All Mabrials Worltmans!-4p %A go h- ,, 1 1 p p S cnd 0,-ool Accordar,* co of CA Uni"i'crra ul C- ond the Na'gicnal Licdri,;a'a Cide'. 'This sof 04 P�,Um, and, MMf F0 4 epon I& irlb u� rM crid 1 k, ,v&.n-VTul �0 Ir'-! if, -2 fly cllc n 0, c� or MS On SCI -40 %V%1100 q % rom, lho Dcpar�rncw* of Pubrl;o Works,Counlj,; of Du o: Ellom /x. 16--) I I W-1 N%Ilt; N "Ilk in w uj W Cm 5wic IN vj 3*41 KII W,`�� D 9g) W 'T14 AJTTI F COUNTY CMILDING DEPAIZTMENY J -01a N, 0. R 0 \v/ E D-1 DRAM W, I 10N NO, lid el A lftk 4 Ellom /x. 16--) I I W-1 N%Ilt; N "Ilk in w uj W Cm 5wic IN vj 3*41 KII W,`�� D 9g) W 'T14 AJTTI F COUNTY CMILDING DEPAIZTMENY J -01a N, 0. R 0 \v/ E D-1 DRAM W, I 10N NO, lid el A lftk TT it r: "v 0, q ­L� 77 77 0. AL wpm — 7"M lrr 0� POMP -- 7 4. to SI 4W 41 00 n. PO W44.4- 1�_ A� t -j z 1. 0 WOO* A), 0 Of -if I took, *4 '*WON 'y a fvjf mill too** I Nbl 7� I 11 IVA ilk. N WA Top roll to Fe gW YWA41% to bo 36 W10 with left r4cing. Top rail mde adequato b OF, rag 54 1 to be not viom 6' term n ediate rails X r V, 6 A& A04 9N AN 4*7= U11, v. 4 og hlz� eo 4-k* Af Max. 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