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028-130-026
28-13-26 BOB & KATHY GEORGE `� -- - - - - - - -- W/S P leasant Grove, @ inters Drobi h R' Bangor area - �- - -- Contr: Scribner Const `¢r Permit#2010-84B,P,E,M(new single family) r- 028-130-026 05-2469 TEESDALE, RAY 25 DROBISH, BANGOR Cont: OWNER ROOF STRU/CT, RE C/�O 028-130-026/ /l/ 05-3225 TEESDALE 25 DROBISH RD, BANGOR Cont: OWNER AG BUILDING 028-130-026 05-3233 TEESDALE, RAYMOND 25 DROBISH RD, BANGOR Cont: GREENE ROOFING xv�A-1 Nlkc-3 1,5 -lob 028-130-026 05-3256 TEESDALE, RAYMOND 25 DROBISH RDN, BANGOR Cont: OWNER HVAC/M , WIR/PANEL C/O piiJpvL-3-1(0-00 028-130-026 06-0097 TEESDALE, RAYMOND 25 DROBISH RD, BANGOR Cont: NEVES CONSTRUCTION' WINDOWS r-IwA - 5-N-06 -06 aY NOTES RESIDENTIAL PERMIT NO. (,z 028-130-026 65-2469 TEESDALE, RAY 25 DROBISH, BANGOR Cont: OWNER ROOF STRUCTURE C/O 7C-12—� -,3 SPECIAL CONDITIONS &A.G'trc CHECK BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REO.' SPECIAL INSPECTION ITEMS' VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER C49q� �y� 11 r) rA lo 77 ------------------ :,JOB FINALED (Date) D d - OK 0 =Not OK = Not Ready ,e . =Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements _ 2. Soils; Special MH Support Sketch • - 3. SewerL.6cation-Test-Fall-C/O-Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ : /Amp -Concrete 6_ Gas; Location-Test-Wrap;.4; : /° L'fL -: J. P Nat. or / .:. /". L "ft1 . • P LPG . 7. Well Clearance & Disconnect . . . 8. Utility Clearance :: . Date Card B-1 Date Gari B-1 1N Date Card B-1 Date r Card B-1 Date Card B-1 -Date :: Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requiremerits-Setbacks_Easements 2- Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test=Crossovers-Breakers-Clearances S. Drain; MH Test-Fall-Fleic Connector . - 6. Water, MH Test-Regulator-Connectot 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged •. ; . . 9Tie Downs -Type -Installation Cert,. 10. Exits; Insp.-Sketch - 11. CerL of Occupancy 10- Plumb.; Cir. Test -Water Suppty Test 11... Light Niche Date Card B-1 : Date Card 8-1 Date Card B-1 Date =. Card B-1 Date PERMANENT END SYSTEM (ONLY) Date 1. Zoning.Requirements-Setbacks-Easements 2. Footings; S¢ Spaang=Marriage Line_"..' 3. Bknckuf r 4. Gas; MH Test Dernarid_V ti � .. S. -Electricity; MH Test 6. Water, MH Test -7:-. Water and Sewer Connected 8. Gas and Electricity Tagged ':.:.:' - 9. Exits .,:.. °10.: License Decal§' 11. Verify.#'s with Office'. ------------------- Date. CardB-1 ... Date :.: '.• Card B-1. Date.. Card B-1 - Date, Card B-1 r V 1 MISVELLAWOUS I� Date - DECKS, COVERS, CARPORTS, GARAGES (Plans) OK exce>t # 1. 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils-Size-Depth-Spacinb-Connectors-5teel(N» 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -R -i6 4. Wood Awn.; Posts:Beams=Rftrs-Connectors Shthg-Frg-Bracing S.- Alum. Awn_; Columns-Connections-Splice-Decal-Encios a E:.� _ Carports• Windows -Doors • - .7. Electric , k1 • •. 8. Frmg.; Sills-Anchors-Studs-Rftrs-Tnisses 9. Siding; Nailing-Veneer-Stucc6-Mesh 10. Roof., Shthg-Roofing, 11: Ezl; Steps -Doors -Landings ':12. -Braced Wall Panels ` Date Card B-1 Date Gari B-1 1N Date Card B-1 , Date Card Date POOLS (Plans) OK except #'s • . ' 11» 1. , Setbacks -Easements I Soils; Com coon -Structure Stability�- I . Pool Structure; -Connections -Thickness steel Dead -Linin -Men 4. Elec.; Receptacles and Ughfing, Distance GFI 5. Elec.; Pool Lighting: 15 Vofts-GFI .6. Bec.; Enclosures; Conduit Entries Terminals -Listed 7. Bec.; Bondin • Metal w/5'-Ciroulatin Equip. -Heater : �« 8. Elec.; Grounding; Equip. w/5'. Gri;ulatin'Equip.-Pod 1.4 41. Boxes-Enclosures-Panelboards-Iris. to Main Conduit i - �+ 9: Fleafth DepartmentApproval rM» •+ 10- Plumb.; Cir. Test -Water Suppty Test 11... Light Niche :12.. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 )�-•+ Date Card B-1; :° ; :..:. .: - Date Card 13-1 11 M - l • - rI . 1 OK Not OK Not Applicable Nut Ready RESIDENTIAL (Single & Duplex) rte UNDERFLOOR (Plans) OK except #'s I. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Gmd. / /" Ftg. Depth 3. Ftg., Garage; Sols-Steel-Elec. Gmd.-/ r Ftg. Depth 4. Ftg., Porches & Decks; Soffs-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 CIO -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 32. Service -Riser Conductors & Ground Main Disconnect tate Card B-1 Date Card B-1 late Card B-1 Date Card B-1 )ate PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle Date 18. Water Pipe; Test & Anchor -Nail Protection Date 19. D.W.V; Test Fittings & Anchor -Nal Protection Date 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test 39. Fumace-Vent Access -Comb. Ait-Return Air Vent 115 Outlet Date Cana B-1 Date Card B-1 Date Card B-1 Date Card B=1 Date ELECTRICAL (Permit) .OK except #'s Date 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -lights & Switches at Doors 26. Sire Boxes & No. of Conductors Stapled Date 27. Romex Installed Close to Edge of Studs & C.J. Date 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Date 29. 2 Appliance Circuits in Kitchen & Conductor Size GA 30. Subfeed Wire Size/ /ga. Cu or AI -ALC. Wire Size/ /ga Cu or Al 31. Range Circle/ Aga Cu or Al -Oven Circ. / /ga Cu or Al Insulated Neutral O Yes O No Date 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels -Motors -Meth. Equip. 34. Clothes.Closet Light -Shower Light -Spa Light 35. Smoke Detector 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Fumace-Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42_ Walls Studs -Nailing Spacing & Braces -Plates -Sound Date 43. Bearing Walls over Girders & Floor Nailing Date 44. Draft Stop in Walls (rat proof) Date 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearina Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac: Truss-Shting= Rtng. 49. Fireplace Tres or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdmt. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext Doors -One T -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underiir. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; NaiTrng-Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infittration-Walls-Windows Date Card B-1 Date . Card B-1 Date Cana B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight.Protection-Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails - 71. Fireplace or Stove. Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int & Ext. 73. IOL Fact & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door, Swing -Landing -Closure 76. A.C. Dud in Garage -Damper 77. Wtr. HV.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip: Listed For Location 79. Elec. Receptacles in Garage (FF.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes 83. Following hsUdJDTive 0 Yes 0 NoAYValks 0 Yes O No/PlarRers O Yes O No 84. Stucco Brown -Finish 85. P.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appriance-Fireplace-Clearance to Openings. 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: SPECIAL CONDITIONS CHECKED BY ❑ SRA Q FLOOD CERTIFICATE EQUIRED Q FIRE SPRINKLERS REQUIRED Q SPECIAL INSPECTION ITEMS VERIFY .USE PERMIT CONDITIONS ❑ SUB -STANDARD HOUSING LETTER Q ENCROACHMENT PERMIT Q REINSPECTION FEE PAID .=OK n = eim r)v 'MANUFACTURED HOMESMISCELLANEOUS ,• DATE PERMANENT FOUNDATION SOFT -SET DATE ID E C K S -C O V E R S`C A R P O R T S `G A R A G S �k 1Zoning-Setbacks-Easements { 1 Zoning -Setbacks -Easements 2 Soils; Special MH Support Sketch 3 Sewer; Loctn-Test; Fall/C/O-Concrete 4 Wtr, Loctn-Test-Easement Needed -Regulator 2 Ftgs; Soils -Sz-DpthSpacing-Cnnctrs-Steel - 3 Decks, Girders/Joists-Dcking-Brcing Stairs-Guard/Handrails 5 Elec Loctn Clrncs-Grnd.. Amp Concrete 6 .Yard Gas; Loctn-Test-Wrap Nat ❑ or LP❑ . 4 Wood Awn; Posts-Beams-Rftrs-Cnnctrs-Shthg Frmg-Brcng Inch Sz Ft Lngth 7 Blckng; Sz-Spacing-Marriage Line 5 Alum Awn; Columns-CnnctnsSplice-Decal-Enclsrs 6,Carports; Wndws-Doors 8 Gas; MH Test-Demand-Valve-Cnnctr 7 Electric 9 Elec MH Cntnty Test-Crossovers-Bieakers-Clrncs 8 Frmg; Sills-Anchrs-Studs-Rftrs-Trusses 10 Drain; MH Test -Fall -Flex Cnnctr 9 Siding; Nailing -Veneer -Stucco -Lath 11 Wtr.& Sewer Connected -C/O to Grade 12 Gas and Electricity Tagged 13 Tie Downs ❑ Foundation ❑ 14 Exits 10 Roof; Shthg-Roofing 11 Ext; Steps -Doors -Landings 12 Braced Wall pnls 15 Cert of Occupancy 16 HUD Label/Insignia Numbers Serial Numbers ° 4. DATE JPOOLS �Ml 1 Setbacks -Easements 2 Soils; CompactionStructure Stability 3 Pool Structure; Steel-Cnnctns-Thickness Dead Men -Lining 4 Elec Rcptcls/Lting; Distance-GFI 5 Elec Pool Lting; 15 volts-GFl 6 Elec Enclsrs; Conduit Entries -Terminals -Listed 7 Elec Bonding; Metal'w/5'-Crcltng Eqp-Htr 8 Elec Grndng; Eqp w/5' Crcltng Eqp-Pool Ightg " Bones-Enclsrs=pnlboards4nsultn to Main Conduit 9 Health Dept Apprvl 10 Plmb; Cir Test-Wtr Supply Test 11 Lt Niche 12 Encisr, Fencing -Alarms 13 Bonding, Diving board or Slide . if 1 = OK 0 = Not OK RESIDENTIAL (Single & Duplex) DATE JUNDERFLOOR DATE IPLUMBING 1 Zoning -Setbacks -Easements -Flood -Slope 53 Wtr Htr; Vent-Acc-Cmbstn Air Baffle 2 Ftg Main; Soils-Elec Grnd Ftg Dpth 54 Wtr Pipe; Test & Anchr-Nail Prtctn 3 Ftg Garage; Soils-Steel-Elec Grnd Ftg Dpth. 55 DWV; Test Fittings & Anchr Nail Prtctn 4 Ftg Porches/Decks; Soils -Steel Ftg Dpth 56 Shwr Pan; Test, First fir -Tub Acc 5 Stemwalls Main; Steel -Blockouts -Wrapped 57 Test Tub & Shwr, 2nd fir - Tub•Acc 6 Stemwalls Garage; Steel-Blockouts-Wrapped 58 Gas Pipe; Sz & Anchrs 69 Hold Downs and Special Anchrs 59 Fire Sprinkler; Test 7 Slab, Steel Wrapped 60 Yard Gas Piping 8 Piers-Frplc Ftg-Steel 9 DWV; Fall -Fitting -Test -2 -way C/0 -Sewer Test 10 UF, Gas Pipe; Sz Anchrs-Sz Test Oa p`\c tl Wtr Pipe; Test-Anchrs-RgltrService Test 12 Elec Undrgrnd DATE IMECHANICAL 13 Plenums & Ducts; Clrnc-MaterialSupport-Insultn 61 AC Ducts Insultn & Support 14 GirdersSills-Anchr BoltsJoists-Vnts-Cripples 62 Vent Fan, Exhaust abv Insultn _ 15 Acc & Vntltn 63 Condensate Drain & Ovrflw, Sz & Grade 16 Insulation 64 Furnace -Vent Acc-Comb Air Rtrn/Vent 115 Outlet 65 Attic Acc & Pltfrm if Furnace in attic Oa O`\C O�•P O`\C DATE FRAMING 17 Sills Proper Materials & Anchrs DATE F I N A L 18 Walls Studs -Nailing Spacing & Braces -Plates -Sound 66 Ext Steps -Door & SideLt Prtctn-Landings 19 Bearing Walls over Girders & fir Nailing 67 Smoke Detector 20 Draft Stop in Walls (rat proof) 68 Furnace Vnts-Clrnc-Comb, Air-Cnnctr 21 Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs In Garage; abv-fir-Ducts-Mech Prtctn 22 Headers & Beams-Sz & Bearing 69 Bedroom Exiting 23 Hangers -Post Caps-Anchrs-Cnnctns 70 GFI & Bath Fxtrs & Tub Acc-Spa 24 Ceiling Joist-Rftr Ties-Purlin-Roof Brac-TrussShthg 71 GFI Arc Fault 25 Frplc Ties or Type A Flue-Frplc Throat Clmc 72 Elec Trim & Subpnl, Breaker Sts & Labels 26 Attic Acc; Sz & Rmx Prtctn-Draft Stop4ns Baffles 73 Stairs, Guard/Handrails 27 Bdrm Wndws or Exiting Doors -Sill Ht & Dimensions 74 Frplc or Stove, Clrnc-Hearth 28 Garage Fire Prtctn Framing -RC Channel 75 Elec Outlets at Wood Pnl, Int & Ext 29 Prprty Line Firewall & Opngs 76 Ktchn, Fxtr & Appinc; Grnd-Air-Gap-Cooking Clmc 30 Ext Doors -One 3' -Check Garage 3rd Story, 2 Exits 77 Elec Outlets & Rcptcls at Ktchn Counter 31 Stairs; Width-Hdrm-Rise-Run-Landing-Fire Prtctn 78 Garage Fire Door; Swing -Landing -Closure 32 Plywd on Roof Ovrhng-Attic Vnts-Rfir Outrgrs 79 AC Duct in Garage -Damper 33 Siding -Nailing Veneer 80 Wtr Htr; Vnts-Clmc-Com Air Cnnctr-PRV; abv fir 34 Stucco Lath -Weep Screed-Fndtn Vnts-Undrflr Acc Mech Prtctn; LPG Appince Undr House 3" drain 35 Glazing Area -Glass Prtctn-SkyLts-Plastic 81 Plmb; Elec & Mech Eqp Listed for Loctn 36 Shear Walls; Nailing -Bolts 82 Elec Rcptcls in Garage (GFI) Romex Prtctn 37 Brace Int/Ext Wall pnls 83 Insultn-Foam-Looked in Attic 38 Insulin -Walls -Ceilings 84 Guard Rails & Deck Cnstrctn-Post Caps 39 Infiltration-Walls-Wndws 85 Fndn Vnts & Crawl Hole Door Drnge & Wood -Earth 86 Clrnc Drnge Planters QYes ❑No 87 Stucco Brown -Finish �c 88 AC Unit Dscnnct, Elec-Plmb 89 Vrits abv Roof, Plmb-Appinc-Frplc-CImc to Opngs DATE JELECTRICAL 90 Wtr Well, Dscnnct, Elec, Plmb 40 Fxtr & Trnsfrmr Clrnc4ns Prtctn 91 Ext Elec Trim, GFI Rcptcl-Undrgrnd 41' Elec Rcptcls Spacing-Lts & Switches at Doors 92 Vntltn thru House 42 Sz Boxes & No Of Cndctrs Stapled 93 Glass Prtctn 43 Romex Installed Close to Edge of Studs & CJ 94 Corrections from previous Inspctns 44 Eqp Grnd made up w/Mech Fstnrs 95 Gas Test -Meters Tagged, Gas-Elec 45 Grndng Electrode Bond Gas & Wtr 96 Wtr & Sewer Cnnctd-C/0 to grade -HD Apprvl 46 2 Appinc Cires in Ktchn & Cndctr Sz GFI 97 Energy Cmpinc Cert -Other Certs 47 Subfeed Wire Sz ❑ CU or ❑AL 98 Address Posted AC Wire Sz ga ❑ CU or ❑ AL 99 Fire Sprinkler 48 Range Circ ga ❑ CU or AL Oven Circ ga ❑ CU or ❑ AL Insulated Neutral ❑Yes 0 N 49 Service -Riser Cndctrs & Grnd Main Dscnnct 50 Eqp Clrncs pnls-Motors-Mech Eqp 51 Clothes Closet Lt-Shwr Lt -Spa Lt 52 Smoke Detector os' 05--v5C ).�7 �,q6 1188 Hassett Avenue Yuba City, CA 95991 (530)'674-8307 (530)674-9333 fax IM AW To: Mr. Richard Nixon From: Kandi Murray Fax: 530-538-7785 Pages: 6 Phone. tate: 3/15/2006 Re: HERS Rater Information CC: Permit #BP053233 ❑ Urgent ❑ For Review ❑ please Comment 0 Please Reply ❑ ,Please Recycle Mr. Nixon; As per your request, please find the attached HERS Rater information. If you have any questions or require further information, please give me a call at 530$70-3688 Thank You Kandi Murray GJ/ 10/ LGGO 1 G a7 i 1 YbGGGt7t7G LUUUUUUUUUU)'llUUUUUI) PAGE 02 CER71"CATE OF FIELD VERIFICATION & DIAGNOMC'ITSTING ffM I of CF 4R r • Projeet Address BuilderNamo Mwroed Builds Contact Tdcphooe Plan Numbet 1 N/A }� REV GoRrdon Beall (916) 21 Te 6 9 8 le a Nunkbw N A Com liana Mwtod ri tivc P esar t i ve e6maft zone Certify' S' ure1?ate % Sample Hausa Num Firm N A MRS Provider -Fair Oaks Services CHEEW Street Address: 1274 Bryn Mawr Drive lyuba City/Smtem City, CA 95993 �....W �. mm man fm Duct Svatem Altenition amd/ar E eat CISER9040111. wrv-xIz4 ammo raav r WbaR MU iNUALS UNG DADA ri]PLL Pf HERS RATER COMPLUNCE STATEMENT The house was: ✓ Listed V D Approved as prat of saVle testing, but was not tattled As the HERS mler pmvidigg diagnostic testing sad field vmfrcatim I c atIfy that /he house ideverod on Ntis foam complies with the diagnostic tested oommpplraooe rc*ummmts as checked a on this form. The -MFRS rater must check and that the new distribution system is fupv ducted and aus. t tape Is used before a CF -4R be ndessed amevery The HERS rater must not release the -CF-4R until a property completed and signed CF -M has been maivad fer am� teatad build" iA=Ilet has provided o copy of CF -6R (Installation CtrrtiGeale). lmvblo �Disbtibu6on system is fully ducted (i.e., docs not use building cavities d plenums or phdam ni srts in lieu of ducts). tY M systema where cloth backed, rubber adhesive dust a" is installed, mastic and draw bwWa at used is . combination with cloth backed, rubber adhesive duct We to and lettkp at duct conaectioaa. O NDJO UM REQUIREMENTS FOR DUCT LEAKAGE REDUCPIOPt COI IPLIANCE CREDIT Proredunra Jor find wnJlmtiarr arAdrlregnrurie testing of air di>bibu0an Coteau mn a ailable in RAC�II, ApJ►ardGc Rt '4.3. Duct Diagnostic Leakage Testing Results N£R► CONSMUCIlION; Duct pressurization Test Results (CFM (nl 25 Po) Mwroed Volutes 1 Eater Tested Leakage Flow is CFM; Z Fen Flow: Calculated (Nominal: ft ,/ O H g) or O A6eastaad y �MON"amu 46 ce Epter Total Fan Flow in CFM:t 1 Pass if Leakgge Percentage 5 6% 1 100 x 1_ _ .LXL rte /! I) ! _ (Liar N 2))) s/ se 7 O Paan ❑ Fail ALTIf,RATION3; Duct SYstem and/or HVAC u' meet Change -Out 4 tinter Tested ,Leakage Flow in CFM Coto CF -6R: Aur Teat of Exisbm Dart Syaatyn Prior to Duct System Alteration and/or Equipment Chettgc.0ut. 5 Enter Tested Leakage Flow in CFM: Find Test of New Duct System at AN ed Duct System fm Duct Svatem Altenition amd/ar E eat CISER9040111. 6 Enter Reduetkm in Leakage for Altered Duct System (_(Lime 9 4) Mow -P= ire 0 5)] (0* if Applicable) 7 Enter Tested Leakage Flow in CFM to Outside (only if Applicable) 8 Entito Now Duct Syatam -1m if Leakage PteMAntege 5 6% �.p�D 1001; ine 0 5 / Liar 6 2) �, 1 Fail .7 TES's' OR VERIFICATION STANDARDS: For Altered Duct System and/or HVAC Egalpmeat Change -Out Vat out of the follow ing IOU k- Test or Verttleailon Stands rds for cons isece: 9 Pass if Leakage Poreentagt 5 15% 1100 x 1_ (Line N 5) / (Line 0 2)]) 0 Pass 0 Fail 10 Pass if Leakage to Uubide Peracutoge s 10% 1100a L _(Lee 117)1 (Lige N 2)]1 0 Pass Q Fail Pass if Leakage Reduction Percentage.e 60% (11X1 x.j"-*" (Linz N 6) / (Lint N 4)11 11 C3 Pass D Fail and V�cstiou Smoke Test and Visual In on * 12 Pose if Sealing of ell Accessible Lgaks and Verification k Smoke Test and Vitals! Ina D Paso D Fail, Pais W One of Lines 0 9 through 012 pass 0 Fail Residen►iol (-Mrnplic ON Forma Aprf/2005 88M ON N flfl 8d NV 19 : 6 9004 11'14 .,.+.. , -- a c. v z a a cvouvuva LUULLUUUUUUI'UUUULLU FIA(*- jj j CERTWICATE OF FULL VERRITCATION A DIAGNOSTICG 3 oils CF4R hair c Addcem awwwwaam Ateom is pmviled for inspection. The proaedmm Gall amort of s Budda Contact Tdephom P1m Numbev .. IV Q N/A EMRS Rater Gordon Beall (916) 212-9698�� S A Ya it a pm Cam kLefiod rs8c iv2 Laos XDres S.upk Hare Nanber NSA Firm iuRtB Fy�� Fair Oaks Services CHEERS StreetAddmm: cityllhm dup: L—I&LAAyn Mawr v ---ft ..o.v. rwv-w•aim ALW awahan"Y AFAWAA AAL1r[ HERS RACE STATEMENT The house win: ✓ Tastatd ✓ [3 Appmwd as psi of maple testis, tater vm at Umber N the hiBRs inter peovidarg die®oatfc testinS sad raid vadfmationy 1 C40Wthe 6101 Q® idmdWWd m this farm complies withw,*M OSW tested oompluaoa raqurrtttaems es abakrod on do Mm. fbc installer lyes provided a copy of CF -6R (Installation Certificate). 06MMowmic EXTANSiON vALVB MM ,P►�i jo jkld valflem— of die mmsaft a aware ►atm ms amlabk inR QW, ERIC Vmifmaeioa for RequuW Refrigerant Charge for Split Sysem Snaee Coobm Sti a%m without Thermo>tade H naaainn Valva aftor Unit Serial a Location Ombloor Unit Make Outdoor< Unit Mod01 Ccpliog litulhr Dd a of Verdimbon Dau of Rcfi* agt Ga %c Cahnl radou (nntst to:henna- mmtthty) Data of'fktermocotrpkc Cahbra0im (hast be ebadmd moattty) SUWW wawa Mee_xmmuul (MMIgm ahr #_zX-M& 55 "F and aboR•e): Note: 'hl<e symm should be ins"ad and clasped in mmdm= with tha mmdmum e, Wenifimdms and kmAkff VaXiicatim sban ee doevmented on CF•6R before sinning t>tie proco&ue. If out boor air dry bulb =below SS OF rata shall ase tha Ahtar mUm Charge Measum proved= ✓ 1] Yes ON, A Oopy cf CFfiR aastakhation Cartifiaala) has been prwidad whin raditiSaant oltsYge Aukkntral Canp/atmr Farms Apttd/ ,7005 9/£ 'd 88£9'ON 830N3dS 8a NMI 9002 '91'1EN ✓ OF Ateom is pmviled for inspection. The proaedmm Gall amort of ✓ 0-11c's O No vitatd vaif nation that the TW is uuaUed on the gymm ad IV Q iomtrdLtioo of the Snfic ata11 be Ya it a pm Fuss Fail Vmifmaeioa for RequuW Refrigerant Charge for Split Sysem Snaee Coobm Sti a%m without Thermo>tade H naaainn Valva aftor Unit Serial a Location Ombloor Unit Make Outdoor< Unit Mod01 Ccpliog litulhr Dd a of Verdimbon Dau of Rcfi* agt Ga %c Cahnl radou (nntst to:henna- mmtthty) Data of'fktermocotrpkc Cahbra0im (hast be ebadmd moattty) SUWW wawa Mee_xmmuul (MMIgm ahr #_zX-M& 55 "F and aboR•e): Note: 'hl<e symm should be ins"ad and clasped in mmdm= with tha mmdmum e, Wenifimdms and kmAkff VaXiicatim sban ee doevmented on CF•6R before sinning t>tie proco&ue. If out boor air dry bulb =below SS OF rata shall ase tha Ahtar mUm Charge Measum proved= ✓ 1] Yes ON, A Oopy cf CFfiR aastakhation Cartifiaala) has been prwidad whin raditiSaant oltsYge Aukkntral Canp/atmr Farms Apttd/ ,7005 9/£ 'd 88£9'ON 830N3dS 8a NMI 9002 '91'1EN viiac,icoon ac.v� 11GvuvuvvG CUUUUUUUUUUYUUUUUUll PAUL U4 INSTAU ATiON CERrmCATIS (Pao 3,9f ill) CF -(R I An iostalba m amuftcaoe is required to be posted at Ibc building site or am& waftbie for all appmpiest napections. (line information provided on this form is requiad) Atter completion of find inspecQoq a copy umst be provided to fthpil W dapwtment (upon request) and tba buifdiog owner at occupancy. per Section 10-107(.). HVAC SYSTEMS: MeA tR Eyx#buw Cacbbrg 14rrON-11 1. >_ ayrnbol readag�eah► tJcwc w cgeaaf to tu0rat is irhdicatad co drr CF•JR ttoLra. Include both SM and I31R if eompliaam sloth for Drab lM airconditioner is claimed. 0I I. the un&migned, verify th0 equipment listed above is: 1) is the acted eqt 4 moot wed, 2) oqu&4cox to or mote efficient than that specified in the certificate of compliance (Form CF -IR) submitted for compliance with the Energy Efficiency Stwubpdi fot residential buildings, and 3) equipment that metra or exceeds the appsapriete requitentents for w aufactwed devices (firm tbt: Appilmrce Effldtowy ReBufadm s or Peat 6� who appticabie. 1nsWing Subcontractor (Co. Name) OR Gwwal Contmetor (Co. Name OR Ow= Sigoatm+c: te: Copies to: BUILDING DEP NT, HERS RATER (W APPLdC4111,11) BUILDING OWK9R AT OCCUPANCY Reskknhat Campk'awa Fo.s w Agri! 2003 y21ool 0 A 8H9' ON N flfl 28 WVZ9: 6 9002 ' 91 "EN 1'_�III� ,. MIMI M. - 1. >_ ayrnbol readag�eah► tJcwc w cgeaaf to tu0rat is irhdicatad co drr CF•JR ttoLra. Include both SM and I31R if eompliaam sloth for Drab lM airconditioner is claimed. 0I I. the un&migned, verify th0 equipment listed above is: 1) is the acted eqt 4 moot wed, 2) oqu&4cox to or mote efficient than that specified in the certificate of compliance (Form CF -IR) submitted for compliance with the Energy Efficiency Stwubpdi fot residential buildings, and 3) equipment that metra or exceeds the appsapriete requitentents for w aufactwed devices (firm tbt: Appilmrce Effldtowy ReBufadm s or Peat 6� who appticabie. 1nsWing Subcontractor (Co. Name) OR Gwwal Contmetor (Co. Name OR Ow= Sigoatm+c: te: Copies to: BUILDING DEP NT, HERS RATER (W APPLdC4111,11) BUILDING OWK9R AT OCCUPANCY Reskknhat Campk'awa Fo.s w Agri! 2003 y21ool 0 A 8H9' ON N flfl 28 WVZ9: 6 9002 ' 91 "EN ♦'AUUUUUUU 4LLUULLUWA0-UUUIJUUU HAUL b5 I INSTALLATION CERTIFICATE (Two 4 of 12) CF -6R i INST. STATEMENT FOR DULY' LEAKAGE RMALLER COMPLIANCE STATIMMNT The building wee: ✓ ested at Final ✓ [3 'Tested at Rough -in W3AUER VISUAL MSPECTiON AT FINAL CONSTRUCTION STAGE: pOORemove at least arta supply and am rerun register, and verify tbat the spaces betwcm the seguMr boot and the interior fmiWkft wall ase px*pefly a -led O If The house rough -in duct l abSe test was conducted without an air handles installed, impact the connection points between the air lioW W end the supply and retire plemrme to verity that the conemdon points are propotly sealed. O rQect all joints to ensure that no cloth beaked rubber adhesive duet tape is used ✓ DUCT LEAKAGE 1REDUC/ZON Precrdtrrts lar fidd ueABearit. tad JIMMtadr army err I.o&Lnr L RA rW Aw Alr Ort 4 Ngw CONSMUCTION: Duct Pnnn1TiZAtian Teat Results (CFM 25 Pa) Measured values 1 Frear Tested Leat -ger Flow m CFM: Fan Flour. Calculated (Nominal: or WCooling 4' El Heating)cr V 0 Mraewed 2 If Fain Flow is CalcuhWcd as 400 cfiglton x trumber of tons or as 21.7 cfm/(kBwfhr) x Readers iI in Thousands of Binlhr este toW calculated or measured fin flow in CPM hen: r 3 Paas if Lalage Pnrmugt s 6% for Final or 5 4% at Roubin: Q Paas O rail 110OXI iso a l /--(Line 11 2 ALT1iBATICW4& Dect System and/or HVAC Xquipment Ch 1 Enter Tented Leakage Flow in CFM from Pre -Teat of Existing Duct Syetemt Prior to Duct 4 System Aloerstioo and/or Equipment Change -Out Fater Tested Leakage Flow in CFM from Neal Teat of New Duct System or Ahaed Duct 5 §X—Wm for Duct System Attention and/or §Wkwent C e0ut- t Enter Reduction in I cakatpc for Altered Duct System 6(Line 0 4 Minus N S — if icable 7 Ester Tested tankage Plow in CPM to Outside (Only if Applicable) Entire New Duct System - Pass if Leakage Peraenings 5 6% fa Final or S 4% at Rattgb-in O Pail g 11IOOx1ire a n i a 2 X. 1Mf;T OR VXR)WICATION SrAPMARD3: For ,Altered Dud System and/or HVAC Wpasat Change ✓ t/ Out Use one of the faamlog four Test or Vedfleadu Ste idards fbr antes 9 1 Pass if Lcekago Penctautsgc S 15% [ 100 x [ (Line b 5) / (Line N 2)]1 0 Pass O Fail 10 Pass if Leekage to Outside Peromutagc 510% (100 x („_(Lino 117) / (Lime N 2)11 O Pus Q Fail Pala if Leakage Reduction Pwvcntagc Z 60% (100 x (_(Line N 6) I a inn 0 4)11 O Pees O Fail 11 end Vmf=Uonby SmckeT=twdVWudWvccaon 12 Pan if 9 of all Accumble Loeb and Verific%tio*by Smoke Test and Visual Inquaction C3 Pay U Fail Pass if Ore of Llan 09 throsO N 12 20M EMU O Fail ✓ Ell, the undurnigavd. verify that the above diagnostic test results were performed 0 orae trmence with tic raqulYemrmta fo eornpiimoe credit. I, the undersigned. shto certify that the newly installed or setrofi Air -Distribution System Duets, Pltntsns and Fans comply with Mandatory requircuiettte specified in Section I50 (m) of then 2005 Building P.+ cW Efficiency dada ds. imtdit Subcontractor (Co. Nam Convector (Co. Name) OR Owner Catton tee IIUldrING DZPAKT%M fr, HftdRATER (tF APPLICABLE) BUILD94G OWNER AT OCCUPANCY Residential Canplrmwe Fora Aj dt 2t10S 9/Q Id 88BION N flfl H NMI 9002 '91'IEN n�itni�nnb 1'1:4y 1115960988 ZDDDDDDDDDDPDDDDDDD PAGE 06 -, oSTATIC pmpwiSIon VALVE mm Procedwwo far field verification of dwwwostatic expansion valwar ars available in RACJIL Appad6r RI. ® %tz=iGRRANTCB11,1 cx MRA9DRElidun Verification for Requood Refngatmot Charge and Adequate Airflow for Split System Spew Coating Syst M without Tkw Awalir P--..— v.1.,.. Outdoor Ulan Serial d Location Outdoor Unit Make Outdoor Unit Model cooling Capacity BttrRpr Date of Verification Bate of Reftigerant Gauge Calibration (must be chacked may) Date of Thermocouple Calibration I (must be checked monthly) Staardttad Chure M UMMm sttl IPt ucedure [outdoor ttir dry-bulb 5517 and abovel. Procedarea for Dele►mining Refrigerant Charge usite dee Standond Me Chad are as l&life in RA Of, AAMPN ar RDS. Note: The system should be installed and charged in accordance with the mmufacturces specifications before auttiog this procedure. Measured TaN atures Supply (evaporator Icaviog) air dry-bulb temperature (Ts ppb'. db) Access is provided for inspection The proeedwc shall Rohan (w for entering) sit dry-bulb temperature (Tretwo, db) -F Return (evaporator antcrin$) as wex bulb UmpersAn (rietuin. wb) consist of visual verification that the TXV is i uftlled on livaporsty sahutstion temperature (Tevapotatot. sat) P.MW O No Me system and installation of the speeiiu equWme w Coademsa (erderiog) air dry-bulb temperateme (Tconda=. db) "F shall be verified. Yes is a pan Pass Fail ® %tz=iGRRANTCB11,1 cx MRA9DRElidun Verification for Requood Refngatmot Charge and Adequate Airflow for Split System Spew Coating Syst M without Tkw Awalir P--..— v.1.,.. Outdoor Ulan Serial d Location Outdoor Unit Make Outdoor Unit Model cooling Capacity BttrRpr Date of Verification Bate of Reftigerant Gauge Calibration (must be chacked may) Date of Thermocouple Calibration I (must be checked monthly) Staardttad Chure M UMMm sttl IPt ucedure [outdoor ttir dry-bulb 5517 and abovel. Procedarea for Dele►mining Refrigerant Charge usite dee Standond Me Chad are as l&life in RA Of, AAMPN ar RDS. Note: The system should be installed and charged in accordance with the mmufacturces specifications before auttiog this procedure. Measured TaN atures Supply (evaporator Icaviog) air dry-bulb temperature (Ts ppb'. db) i Rohan (w for entering) sit dry-bulb temperature (Tretwo, db) -F Return (evaporator antcrin$) as wex bulb UmpersAn (rietuin. wb) OF livaporsty sahutstion temperature (Tevapotatot. sat) $lictlon line tempwattae (Tauction, db) Coademsa (erderiog) air dry-bulb temperateme (Tconda=. db) "F iupmteat LWge Method Cakulatious for Rafri want C e Actual Superbear = Ta wWn, db ^ Tevaporator, sat °p Target Superheat (fiwn Table RD -2) °F Actual Supetbcat – Target Superheat (3yawm paLw if between -5 and�3� OF Tanperature Split Method Calculations for Adequate Airflow e!.Jt. JI t—L..A!'..l-...r..w...:.....r d1.,&— .411 it tntnun Actual Temperature Split = T rehun, db Tsupply, db Target Temperature Sp lit (fium Table RD3) jfl Actual Tempemuae Split Target Temperauae Split (System pasta if between - 3°F and f3°F or, n rcen asrstex mM if between -3°F and -100T Amidantlal Compliance Forms April 2QPJ I 9/9 'd 88E9 �N 830N3dS 9N NMI 9002 '91-JEN s NOTES 028-130-026 05-3256 TEESDALE, RAYMOND 25 DROBISH RD, BANGOR Cont: OWNER HVAC/MISC WIR/PANEL CIO �puTT�-� AREA . eco RESIDENTIAL APN: Permit No. Owner. Site Address: Contractor. Type of Permit: OFFICE COpY Address GAS Meter By ELECTRIC Date Meter By _ Date L SPECIAL CONDITIONS CHECKED BY L_J SRA ❑ FLOOD CERTIFICATE EQUIRED ❑ FIRE SPRINKLERS REQUIRED ❑ SPECIAL INSPECTION ITEMS I ❑ VERIFY 0 USE PERMIT CONDITIONS ❑ SUBSTANDARD HOUSING LETTER ❑ ENCROACHMENT PERMIT ❑ REINSPECTION FEE PAID ❑ ENV HLTH CLEARANCE F-1 DATE JOB FINAL SIGNATURE: = OK 0 = Not OK _ MANUFACTURED HOMES MISCELLANEOUS DATE Lj PERMANENT FOUNDATION I Zoning -Setbacks -Easements 2 Soils; Special MH Support Sketch 3 Sewer; Loctn-Test; Fa11/C/0-Concrete 4 Wtr; Loctn-Test-Easement Needed -Regulator 5 Elec Loctn-Clrncs-Grnd Amp -Concrete - 6 Yard Gas; Loctn-Test-Wrap Nat ❑ or LP❑ Inch Sz Ft Lngth 7 Blckng; Sz-Spacing-Marriage Line 8 Gas; MH Test-Demand-Valve-Cnnctr 9 Elec MH Cntnty Test*Crossovers-Breakers-Clrncs 10 Drain; MH Test -Fall -Flex Cnnctr 11 Wtr & Sewer Connected -C/O to Grade 12 Gas and Electricity Tagged 13 Tie Downs ❑ Foundation ❑ 14 Exits 15 Cert of Occupancy 16 HUD Label/Insignia Numbers Serial Numbers DATE `COV E R S`C A R P O R T S `GARAGE SDECKS 1 Zoning -Setbacks -Easements 2 Ftgs; Soils-Sz-DpthSpacing-CnnctrsSteel 3 Decks, GirderslJoists-Dcking-Brcing Stairs-Guard/Handrails 4 Wood Awn; Posts -Beams-Rftrs -Cnnctrs -S hthg Frmg-Brcng 5 Alum Awn; Columns-CnnctnsSplice-Decal-Encisrs 6 Carports; Wndws-Doors 7 Electric 8 Frmg; Sills -Anchrs-Stu ds -Rftrs -Trusses 9 Siding; Nailing -Veneer -Stucco -Lath 10 Roof, Shthg-Roofing 11 Ext; Steps -Doors -Landings 12 Braced Wall pnls 9P DATE JPOOLS 1 Setbacks -Easements 2 Soils; CompactionStructure Stability 3 Pool Structure; Steel -Cnnctns-Thickness Dead Men -Lining 4 Elec Rcptcls/Lting; Distance-GFI 5 Elec Pool Lting; 15 volts-GFl 6 Elec Enclsrs; Conduit Entries -Terminals -Listed 7 Elec Bonding; Metal w15'-Crcltng Eqp-Htr 8 Elec Grndng; Eqp w/5' Crcltng Eqp-Pool Ightg Bokes-Enclsrs=pnlboards4nsultn to Main Conduit 9 Health Dept Apprvl 10 Plmb; Cir Test-Wtr Supply Test 11 Lt Niche 12 Enclsr; Fencing -Alarms 13 Bonding, Diving board or Slide 40 01 Pool Drawing = OK 0 = Not RESIDENTIAL (Single & Duplex) DATE JUNDERFLOOR 1 Zoning -Setbacks -Easements -Flood -Slope 2 Ftg Main; Soils-Elec Grnd Ftg Dpth 3 Ftg Garage; Soils-Steel-Elec Grnd Ftg Dpth_ 4 Ftg Porches/Decks; Soils -Steel Ftg Dpth 5 Stemwalls Main; Steel -Blockouts-Wrapped 6 Stemwalls Garage; Steel-Blockouts-Wrapped 6a Hold Downs and Special Anchrs 7 Slab, Steel Wrapped 8 Piers-Frplc Ftg-Steel 9 DWV; Fall -Fitting -Test -2 -way CIO -Sewer Test 10 UF, Gas Pipe; Sz Anchrs-Sz Test 11 Wtr Pipe; Test-Anchrs-Rgltr-Service Test 12 Elec Undrgrnd 13 Plenums & Ducts; Clrnc-MaterialSupport4nsultn _ 14 Girders Sills-Anchr BoltsJoists-Vnts-Cripples 15 Acc & Vntltn 16 Insulation mac` c` DATE IFRAMING 17 Sills Proper Materials & Anchrs 18 Walls Studs -Nailing Spacing & Braces -Plates -Sound 19 Bearing Walls over Girders & fir Nailing 20 Draft Stop in Walls (rat proof) 21 Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 22 Headers & Beams-Sz & Bearing 23 Hangers -Post Caps-Anchrs-Cnnctns 24 Ceiling Joist-Rftr Ties-Purlin-Roof Brac-TrussShthg 25 Frplc Ties or Type A Flue-Frplc Throat Clrnc 26 Attic Acc; Sz & Rmx Prtctn-Draft Stop -Ins Baffles 27 Bdrm Wndws or Exiting Doors -Sill Ht & Dimensions 28 Garage Fire Prtctn Framing -RC Channel 29 Prprty Line Firewall & Opngs 30 Ext Doors -One 3' -Check Garage 3rd Story, 2 Exits 31 Stairs; Width-Hdrm-Rise-Run-Landing-Fire Prtctn 32 Plywd on Roof Ovrhng-Attic Vnts-Rftr Outrgrs 33 Siding -Nailing Veneer 34 Stucco Lath -Weep Screed-Fndtn Vnts-Undrflr Acc 35 Glazing Area -Glass Prtctn-SkyLts-Plastic 36 Shear Walls; Nailing -Bolts 37 Brace Int/Ext Wall pnls 38 Ins ultn-Walls-Ceilings 39 Infiltration-Walls-Wndws 01 Q C C1 �4 DATE JELECTRICAL 40 Fxtr & Trnsfrmr Clrnc4ns Prtctn 41 Elec Rcptcls Spacing-Lts & Switches at Doors 42 Sz Boxes & No Of Cndctrs Stapled 43 Romex Installed Close to Edge of Studs & CJ 44 Eqp Grnd made up w/Mech Fstnrs 45 Grndng Electrode Bond Gas & Wtr 46 2 Appinc Cires in Ktchn & Cndctr Sz GFI 47 Subfeed Wire Sz 93 ❑ CU or ❑AL AC Wire Sz ga ❑ CU or ❑AL 48 Range Circ ga ❑CU or F-1 AL Oven Circ ❑ CU or ❑ AL Insulated Neutral ❑Yes ❑No 49 Service -Riser Cndctrs & Grnd Main Dscnnct 50 Eqp Clrncs pnls-Motors-Mech Eqp 51 Clothes Closet Lt-Shwr Lt -Spa Lt 52 Smoke Detector o'e </ PLUMBING 53 Wtr Htr; Vent-Acc-Cmbstn Air Baffle 54 Wtr Pipe; Test & Anchr-Nail Prtctn 55 DWV; Test Fittings & Anchr Nail Prtctn 56 Shwr Pan; Test, First fir -Tub Acc 57 Test Tub & Shwr, 2nd fir - Tub, Acc 58 Gas e; Sz & Anchrs 59 F' Sprinkler; Test -60 Yard Gas Piping ,/- /* e 6;k WAIL (MECHANICAL 61 AC Ducts Insultn & Support 62 Vent Fan, Exhaust abv Insulin 63 Condensate Drain & Ovrflw, Sz & Grade 64 Furnace -Vent Acc-Comb Air Rtrn/Vent 115 Outlet 65 Attic Acc & Pltfrm if Furnace in attic 1� mac` FINAL 66 Ext Steps -Door & SideLt Prtctn-Landings 67 Smoke Detector 68 Furnace Vnts-Cirnc-Comb, Air-Cnnctr In Garage; abv-flr-Ducts-Mech Prtctn 69 Bedroom Exiting 70 GFI & Bath Fxtrs & Tub Acc-Spa 71 GFI Arc Fault 72 Elec Trim & Subpnl, Breaker Sts & Labels 73 Stairs, Guard/Handrails 74 Frplc or Stove, Cirnc-Hearth 75 Elec Outlets at Wood Pnl, Int & Ext 76 Ktchn, Fxtr & Appinc; Grnd-Air-Gap-Cooking Clrnc 77 Elec Outlets & Rcptcls at Ktchn Counter 78 Garage Fire Door; Swing -Landing -Closure 79 AC Duct in Garage -Damper 80 Wtr Htr; Vnts-Cimc-Com Air Cnnctr-PRV; abv fir Mech Prtctn; LPG Appince Undr House 3" drain 81 Plmb; Elec & Mech Eqp Listed for Loctn 82 Elec Rcptcls in Garage (GFI) Romex Prtctn 83 Insultn-Foam-Looked in Attic 84 Guard Rails & Deck Cnstrctn-Post Caps 85 Fndn Vnts & Crawl Hole Door Drnge & Wood -Earth 86 Clrnc Drnge Planters F-1 Yes ❑No 87 Stucco Brown -Finish 88 AC Unit Dscnnct, Elec-Plmb 89 Vnts abv Roof, Plmb-Appinc-Frplc-Clrnc to Opngs 90 Wtr Well, Dscnnct, Elec, Pimb 91 Ext Elec Trim, GFI Rcptcl-Undrgrnd 92 Vntltn thru House 93 Glass Prtctn 94 Corrections from previous Inspctns 95 Gas Test -Meters Tagged, Gas-Elec 96 Wtr & Sewer Cnnctd-C/O to grade -HD Apprvl 97 Energy Cmpinc Cert -Other Certs 98 Address Posted 99 Fire Sprinkler 028-130-026 06-0097 "Butte Counh TEESDALE, RAYMOND IN O T E S 7 County Ce 2$ DROBISH RD, BANGOR (sso) 538-76 Cont: NEVES CONSTRUCTION WINDOWS AP N: Owner: Site Address: Contractor. Type of Permit: RESIDENTIAL Permit No. VC"// - SP CHECKEDBY SRA FLOOD CERTIFICATE EQUIRED FIRE SPRINKLERS REQUIRED SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUBSTANDARD HOUSING LETTER ENCROACHMENT PERMIT REINSPECTION FEE PAID ENV HLTH CLEARANCE DATE JOB FINALED: -3 -/ J SIGNATURE: = OK.. 0 = Not OK MANUFACTURED HOMES DATE PERMANENT FOUNDATION SOFT -SET DA: 1 Zoning -Setbacks -Easements P 2 Soils; Special MH Support Sketch 3 Sewer; Loctn-Test; Fall/C/O-Concrete 4 Wtr; Loctn-Test-Easement Needed -Regulator 5 Elec Loctn-Cirncs-Grnd Amp -Concrete 6 Yard Gas; Loctn-Test-Wrap . Nat ❑ or LP❑ . Inch Sz Ftingth 7 Blckng; Sz-Spacing-Marriage Line 8 Gas; MH Test-Demand-Valve-Cnnctr 9 Elec MH Cntnty Test-Crossovers-Breakers-Clrncs 10 Drain; MH Test -Fall -Flex Cnnctr 11 Wtr & Sewer Connected -C/O to Grade 12 Gas and Electricity Tagged 13 Tie Downs ❑ Foundation ❑ 14 Exits 15 Cert of Occupancy 16 HUD Label/Insignia Numbers Serial Numbers c` c Pool Drawing MISCELLANEOUS IDECKS-COVERS`CARPORTS `GARAGES j' _ 1 Zoning -Setbacks -Easements 2 Ftgs; Soils -Sz-Dpth-Spacing-CnnctrsSteeI _ 3 Decks, GirderslJoists-Dcking-Brcing Stairs-Guard/Handrails 4 Wood Awn; Posts-Beams-Rftrs-Cnnctrs-Shthg Frmg-Brcng _ 5 Alum Awn; Columns-CnnctnsSplice-Decal-Enclsrs 6 Carports; Wndws-Doors 7 Electric _ 8 Frmg; Sills-Anchrs-Studs-Rftrs-Trusses _ 9 Siding; Nailing -Veneer -Stucco -Lath _ 10 Roof; Shthg-Roofing 111 Ext; Steps -Doors -Landings 12 Braced Wall pnls 1 Setbacks -Easements 2 Soils; CompactionStructure Stability 3 Pool Structure; Steel-Cnnctns-Thickness Dead Men -Lining 4 Elec Rcptcls/Lting; Distance-GFI 5 Elec Pool Lting; 15 volts-GFI 6 Elec Enclsrs; Conduit Entries -Terminals -Listed 7. Elec Bonding; Metal w/5'-Crcltng Eqp-Htr 8 Elec Grndng; Eqp w/5' Crcltng Eqp-Pool Ightg Bokes-Enclsrs-pnlboards4nsultn to Main Conduit 9 Health Dept Apprvl 10 Plmb; Cir Test-Wtr Supply Test 11 Lt Niche 12.Enclsr, Fencing -Alarms 13 Bonding, Diving board or Slide OK = Not OK RESIDENTIAL (Sing(& & Duplex) DATE 1UNDERFLOOR DATE IPLUMBING 1 Zoning -Setbacks -Easements -Flood -Slope 53 Wtr Htr; Vent-Acc-Cmbstn Air Baffle 2 Ftg Main; Soils-Elec Grnd Ftg Dpth 54 Wtr Pipe; Test & Anchr-Nail Prtctn 3 Ftg Garage; Soils-Steel-Elec Grnd Ftg Dpth. 55 DWV; Test Fittings & Anchr Nail Prtctn 4 Ftg Porches/Decks; Soils -Steel Ftg Dpth ' 56 Shwr Pan; Test, First flr-Tub Acc 5 Stemwalls Main; Steel-Blockouts-Wrapped 57 Test Tub & Shwr, 2nd flr - Tub-Acc 6 Stemwalls Garage; Steel-Blockouts-Wrapped 58 Gas Pipe; Sz & Anchrs 61 Hold Downs and Special Anchrs 59 Fire Sprinkler; Test 7 Slab, Steel Wrapped 60 Yard Gas Piping 8 Piers-Frpic Ftg-Steel 9 DWV; Fall -Fitting -Test -2 -way C/0 -Sewer Test 10 UF, Gas Pipe; Sz Anchrs-Sz Test °' °��c °'• 0c 1.1 Wtr Pipe; Test-Anchrs-Rgltr-Service Test 12 Elec Undrgrnd DATE MECHANICAL 13 Plenums & Ducts; Clrnc-MaterialSupport-Insultn 61 AC Ducts Insultn & Support 14 Girders-Sills-Anchr BoltsJoists-Vnts-Cripples 62 Vent Fan, Exhaust abv Insultn 15 Acc & Vntltn 63 Condensate Drain & Ovrflw, Sz & Grade 16. Insulation 64 Furnace -Vent Acc-Comb Air Rtrn/Vent 115 Outlet 65 Attic Acc & Pltfrm if Furnace in attic o'er p�•c °+r �•c` ° DATE IFRAMING 17 Sills Proper Materials & Anchrs DATE F I N A L 18 Walls Studs -Nailing Spacing & Braces -Plates -Sound 66 Ext Steps -Door & SideLt Prtctn-Landings 19 Bearing Walls over Girders & fir Nailing 67 Smoke Detector 20 Draft Stop in Walls (rat proof) 68 Furnace Vnts-Clrnc-Comb, Air-Cnnctr 21 Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs In Garage; abv-flr-Ducts-Mech Prtctn 22 Headers & Beams-Sz & Bearing 69 Bedroom Exiting 23 Hangers -Post Caps-Anchrs-Cnnctns 70 GFl & Bath Fxtrs & Tub Acc-Spa 24 Ceiling Joist-Rftr Ties-Purlin-Roof Brac-TrussShthg 71 GFI Arc Fault 25 Frplc Ties or Type A Flue-Frpic Throat Cimc 72 Elec Trim & Subpnl, Breaker Sis & Labels 26 Attic Acc; Sz & Rmx Prtctn-Draft Stop -Ins Baffles 73 Stairs, Guard/Handrails 27 Bdrm Wndws or Exiting Doorsill Ht & Dimensions 74 Frpic or Stove, Clrnc-Hearth 28 Garage Fire Prtctn Framing -RC Cliannel 75 Elec Outlets at Wood Pnl, Int & Ext 29 Prprty Line Firewall & Opngs 76 Ktchn, Fxtr & Appinc; Grnd-Air-Gap-Cooking Cimc 30 Ext Doors -One T -Check Garage 3rd Story, 2 Exits 77 Elec Outlets & Rcptcls at Ktchn Counter 31 Stairs; Width-Hdrm-Rise-Run-landing-Fire Prtctn 78 Garage Fire Door, Swing -Landing -Closure 32 Plywd on Roof Ovrhng-Attic Vnts-Rffr Outrgrs 79 AC Duct in Garage -Damper 33 Siding -Nailing Veneer 80 Wtr Htr; Vnts-Cimc-Com Air Cnnctr-PRV; abv fir 34 Stucco Lath -Weep Screed-Fndtn Vnts-Undrflr Acc Mech Prtctn; LPG Appince Undr House 3" drain 35 Glazing Area -Glass Prtctn-SkyLts-Plastic 81 Plmb; Elec & Mech Eqp Listed for Lottn 36 Shear Walls; Nailing -Bolts 82 Elec Rcptcls in Garage (GFI) Romex Prtctn 37 Brace Int/Ext Wall pnls 83 Insultn-Foam-Looked in Attic 38 Insultn-Walls-Ceilings 84 Guard Rails & Deck Cnstrctn-Post Caps 39 Infiltration-Walls-Wndws 85 Fndn Vnts & Crawl Hole Door Drnge & Wood -Earth 86 Cimc Drnge Planters ❑Yes ONO lit,87 Stucco Brown -Finish o'`• o` o'• °' 88 AC Unit Dscnnct, Elec-Pimb 89 Wits abv Roof, Plmb-Appinc-Frpic-Clrnc to Opngs DATE JELECTRICAL 90 Wtr Well, Dscnnct, Elec, Plmb 40 Fxtr & Trnsfrmr CImc4ns Prtctn 91 Ext Elec Trim, GFI Rcptcl-Undrgrnd 41 Elec Rcptcls Spacing-Lts & Switches at Doors 92 Vntltn thru House 42 Sz Boxes & No Of Cndctrs Stapled 93 Glass Prtctn 43 Romex Installed Close to Edge of Studs & CJ 94 Corrections from previous lnspctns 44 Eqp Grnd made up w/Mech Fstnrs 95 Gas Test -Meters Tagged, Gas-Elec 45 Grndng Electrode Bond Gas & Wtr 96 Wtr & Sewer Cnnctd-C/O to grade -HD Apprvl 46 2 Appinc Cires in Ktchn & Cndctr Sz GFI 97 Energy Cmpinc Cert -Other Certs 47 Subfeed Wire Sz 9 ❑ CU or ❑AL 98 Address Posted AC Wire Sz ga ❑ CU or ❑ AL 99 Fire Sprinkler 48 Range Circ p ❑ CU or ❑ AL Oven Circ ga ❑ CU or ❑ AL Insulated Neutral ❑ Yes ❑ No o`' o��c o,• 0�� 49 Service -Riser Cndctrs & Grnd Main Dscnnct 50 Eqp Clmcs pnls-Motors-Mech Eqp 51 Clothes Closet Lt-Shwr Lt -Spa Lt 52 Smoke Detector BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP060097 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 01/17/2006 APN: 028-130-026-000 the Business and Professions Code, and my license is in full force and effect. / License Class : LicenseY��Number: ! � IN, Site Address: 25 DROBISH RD BAN Date:4 contractor: rc>AQ� j (/(,?,,,Map Index: Description: WINDOWS NEW (5) OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior Owner: TEESDALE RAYMOND G to its issuance, also requires the applicant for such permit to file a P O BOX 37 signed statement that he or she is licensed pursuant to the provisions of BANGOR, CA the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or 95914 she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Applicant: NEVES CONSTRUCTION pp Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does 1576 6TH STREET such work himself or herself or through his or her own employees, OROVILLE CA provided that such improvements are not intended or offered for 95965 sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of (530) 532-4827 proving that he or she did not build or improve for the purpose of MESSAGE # (530) 533-7030 sale.). L] I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, Contractor: NEVES CONSTRUCTION and who contracts for such projects with a contractor(s) licensed 1576 6TH STREET pursuant to the Contractors' State License Law.). OROVILLE CA ❑ I am Exempt under Article 3 of the Business and Profession o 95965 / � Date: / / U(4�+ner (530) 532-4827 MESSAGE # (530) 533-7030 License #: 779658 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 Architect: is issued. ❑ I have and will maintain workers' compensation insurance, as Engineer: required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Total Square Ft: 0 S. F. Policy #: Valuation: $0.00 I certify that in the performance of the work for which this permit is Census Code: issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: J rR 7 J / 7 Je) 0 r, Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. jo CONSTRUCTION LENDING AGENCY This permit's -hereby issued under thea c ble provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Resolutio to do�N6rk indicated/,above or ich fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) n By' �LL Date: Z—Z / `(J Name: Address: PERMIT EXPIRES ON: [J (Date) ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of to enter upon the above mentioned property for inspection purposes. �teB1utte,County Print Name: /Z / 2�f>,,�- Signature: Z%/J Date: liner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01-16-04 pg 1 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICATION Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY* CONTRACTOR OWNER INFORMATION Last Name�LZ3 t�� irst Name Address !\ IS It City 2 Statee� Zip /y Phone _ �� 7 Fax E-mail E-mail CONTRACTOR ARCHITECT/ENGINEER Name City Address Zip City City ted V��-(.c.• State Zip Phone Fax Fax E-mail Lic. # State License Number Class APPLICANT INFORMATION ARCHITECT/ENGINEER Name City Address Zip City Fax State . Zip Phone Book Fax E-mail Planner State License Number APPLICANT INFORMATION Name Address City State Zip Phone Fax E-mail APPLICANT SIGNATURE X For office use only: Zoning Property Address C%y1�ea 3 /_Si �r� Flood Zone Cross Street PGcr 4S.W ,eo ul_.- (:' SRA I Yes I No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS PERMIT NO. ' BIN # PROJECT LOCATION AP# C) — l —0 Property Address C%y1�ea 3 /_Si �r� City 3& Cross Street PGcr 4S.W ,eo ul_.- (:' WORKER'S -COMPENSATION - Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Des ription or Scope of Work: Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by: t`� J Amount: J 10. C' CO) Bldg SRA In Receipt #: �Y �c YI' Shed SMIP Other Date r- ?_04e9 - `� s G� Total SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design=and supporting documentation in duplicate. ❑ 5. Statement of Intent for Non -heated and AIC for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Installation manual, (B) Marriage line info,+(C) Floor Plan,;(D) Tie down or fnd plans, all in duplicate ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet-siqned by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. El11. Building Permit Application Without Required Clearances Form ❑ 12. Hazardous Material Form (for Commercial Buildings only). Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5.. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8: Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Legal description from current recorded grant deed, ❑ Copy of M.H. Title, Title transfer, orMCO. ❑ 12. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, please contact a Permit Assistant at (530) 538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the.person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 8-12-05 BUTTE COUNTY PERMIT NO. DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (630) 638-7636 (OROVILLE) (630) 891-2834 (CHICO) BP053256 OFFICE #: (630) 638-7641 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and Issued Date: 12/12/2005 APN: 028-130-026-000 effect. License Class: License Number: Site Address: 25 DROBISH RD BAN Date: Contractor: Map Index: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Description: NEW HVAC/MISC WIRING/UPGRADE PANEL p Contractors' Stale License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a Owner: TEESDALE RAYMOND G signed statement that he or she is licensed pursuant to the provisions of P O BOX 37 the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or BANGOR CA she is exempt therefrom and the basis for the alleged exemption. Any 95914 violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than rive hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does Applicant: TEESDALE RAYMOND G such work himself or herself or through his or her own employees, P O BOX 37 provided that such improvements are not intended or offered for BANGOR, CA sale. If however, the building or Improvements are sold within one year of completion, the owner -builder will have the burden of 95914 proving that he or she did not build or improve for the purpose of sale.). I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed Contractor: NEVES CONSTRUCTION pursuant to the Contractors' State License Law.). 1576 6TH ST ❑ 1 am Exempt under Article 3 of the Business and Pro es ' ns Code OROVILLE, CA � 95965 Date: / Owner: ;T,/ 530-682-3282 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: License #: ❑ 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. Architect: ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of Engineer: the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Policy#: otal Square Ft: 0 S. F. Valuation: $0.00 I certify that in the performance of the work for which this permit Is issued, I shall not employ any person in any manner so as to Census Code: become subject to the 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. Dale: Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit is ereby i sued under the applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Resolutions. o k indic-5t d above for which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) Name: �'/� ' By: )Date: (1 Address: PERMIT EXP RES (Date) ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safely Code is not applicable to the scheduled construction of this project. O Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County enter upon the above mentioned property for inspection purposes. _ -to �J Print Name: Signature: /L.0 :�flT� Signature: %G� �•e� �O�/ Date: lo2A 5 Owner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01-16-04 pg 1 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION "PLEASE PRINT CLEARLY" OWNER Last Name First e Address `j0 7 City 2 StateC� Zip Phone 7a7 Fax E-mail APPLICANT SIGNATURE X For office use only: CONTRACTOR Name DOUG ��o`>?� Address _ 157L City040 U!L State e Zip Phone .79 _ /7d7Fax Fax E-mail Planner Lic. # Cla L3 APPLICANT SIGNATURE X For office use only: ARCHITECT/ENGINEER Name Flood Zone Address �U 7 City 7%Gle- State Zip Phone .79 _ /7d7Fax Fax E-mail Planner State License Number APPLICANT SIGNATURE X For office use only: APPLICANT NAME Name Flood Zone Address �U 7 City 7%Gle- State, Zip�S��/ E .79 _ /7d7Fax Page Lot # Planner APPLICANT SIGNATURE X For office use only: Zoning Property Address I�o�is� Flood Zone Cross Street SRA I Yes 1 No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS PERMIT '_)S• 30—�s BP BIN # LOCATION Property Address I�o�is� City � �•z-I6o Cross Street SRA WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: IJ iCQ VY>�� Sq. Footage C ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. d by: Amount: Bldg J!i SRA Receipt #: vl l;�) l `&� Sheriff SMIP Dater r� CJ�j Other Total SUBMITTAL REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply fora permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND ININK. Residential, New, Remodels, Additions, and Accessory Structures: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ .2. . 3 Complete sets of plans, signed by the preparer. NO GRAPHPAPER! OR 3 Sets Engineered plans (if required) with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. 2 Engineered truss'details and layouts (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation. (Note: Not required for additions to mobile or modular homes.) ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Detached Accessory Building Form, filled out by the property owner (if required). ❑ 8. Sanitation and site plan approval from the Environmental Health Department. ❑ 9. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed by the engineer. Mobile, Manufactured, or Modular );Tomes: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ 2. 2 Data sheets and installation instruction manual. ❑ 3. 2 Marriage line information. ❑ 4. 2 Floor plans. ❑ 5. 2 Engineered Tie Downs or Foundation plans. ❑ 6. Sanitation and site plan approval from the Environmental Health Department. ❑ 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required). Commercial, New, Additions and Remodels: ❑ 1. 4 Site Plans, signed by the preparer. IVO GRAPH PAPER! ❑ 2. 4 Engineered plans with wet signature on plans AND 2 sets of stamped and signed calculations, with code analysis. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation (if required). ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Statement of Intent for Non -heated and A/C (if required). ❑ 8. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed by the engineer. ❑ 9. Letter of intent. ❑ 10. Hazardous Material Form. ❑ 11. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530) 538-7541. OVER FOR BUILDING PERMIT APPLICATION KAFORMBUILDING F0RMS\BIdgApp1SubRgmts.doc Page 2 of 2 REV 6-16-04 BUTTE COUNTY . DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION 9: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE M (536) 538-7541 PERMIT NO. BPO53233 B. C. Building Permit 01-16-04 pg 1 LICENSED CONTRACTORS DECLARATION' I hereby affirm under penalty of perjury that I am licensed under . Issued Date: 12/08/2005 APN: 028-130-026-000 provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full fore and effect. ''_ Site Address: 25 DROBISH RD BAN License Class) Li rise er: License f/ Map Index: Date: O Contractor; Description: HVAC CHANGE OUT OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that. I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or -county which requires a Owner: TEESDALE RAYMOND G permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a p 0 BOX 37 signed statement that he or she is licensed pursuant to the provisions of BANGOR, CA the Contractor's State License Law (Chapter 9 commencing with Section 95914 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penally of not more than five hundred dollars ($500).): ❑ I, as owner. of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Applicant: SPENCER INC., R.B. Code: The Contractors' State License Law does not apply to an does (KANDI MURRAY) owner of property who builds or improves. thereon, and who such work himself or herself or through his or her own employees, 1188 HASSETT AVENUE provided that such improvements are not intended or offered for YUBA CITY, CA 95993 sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of 530 -674 -8307 - proving that he or she did not build or improve for the purpose of. sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, -Business and Professions Code. The Contractors' State License Law does ;Contractor: SPENCER INC., R.B. not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractors) licensed pursuant to the Contractors' State License Law.). 1188 HASSETT AVENUE ❑ 1 am Exempt under Article 3 of the Business and Professions Code YUBA CITY, CA 95993 530-674-8307 Date: - Owner: License M 664429 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 Architect: is is ued. Engineer: have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number.are: Carrier: z�Q,77� Total Square Ft: 0 S. F. Valuation: $0.00 Policy #: Z756V Z Census Code: ❑ I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, 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. /Z _A D t: Ap WARNING: Failure to secure worke compensation coverage is unlawful, and shall subject an employ r to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section .3706 of the Labor code, interest, and attorney's fees. 60 CONSTRUCTION LENDING AGENCY This permit is hereby issued under t apllcable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Reso ions t do work indicated a ove or which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) Bv: Date: (_y✓ Name: l 4:2 PERMIT EXPIRES ON: k Address: (Date) ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and thWowner authorized agent of the owner. I agree to comply with all county and state la s relating to building construction. I acknowledge it is unlawful to altI form or document of Butte County. I hereby authorizerepres ts of Butte Cou t nter upon the. above mentioned property for inPrint Name:S �� Date: a ❑ Owner ntractor ❑ Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01-16-04 pg 1 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OF APPLICATION **PLEASE PRINT CLEARLY** PERMIT NO. 05^ 3 BP BIN # APPLICANT NAME LICANT SIGNATURE MEN' PA, 'j For office use only: CONTRACTOR Name G Address 9 City i No S� Type Const. Subdivision Name Map Book Page Lot # E-mail Date Approved: Lic. # Class APPLICANT NAME LICANT SIGNATURE MEN' PA, 'j For office use only: Zoning Flood Zone / /�i Receipt #: �l `�! v � SRA Yes No Occ. LICANT SIGNATURE MEN' PA, 'j For office use only: Zoning Flood Zone / /�i Receipt #: �l `�! v � SRA Yes No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS LENDING AGENCY Name Address ption or Scope of Work: Sq. ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. GU Received by-7p'Amount: LJ Bldg SRA / /�i Receipt #: �l `�! v � Sheriff SMIP Other Dat�'� 6 C1115(5 r- C.> Total SUBMIT'T'AL REQUIREMENT'S The following drawings and specifications must be submitted to the Building Division in order to apply fora permit. INCOMPLETE SUBMITTALS WILL NOT BEACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK Residential, New, Remodels, Additions, and Accessory Structures: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ 2. 3 Complete sets of plans, signed by the preparer. NO GRAPH PAPER! OR 3 Sets Engineered plans (if required) with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation. (Note: Not requiied for additions to, mobile or modular homes.) ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Detached Accessory Building Form, filled out by the property owner (if required). ❑ 8. Sanitation and site plan approval from the Environmental Health Department. ❑ 9. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed by the engineer. Mobile, Manufactured, or Modular Homes: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ 2. 2 Data sheets and installation instruction manual. ❑ ' 3. 2 Marriage line information. ❑ 4. 2 Floor plans. ❑ 5. 2 Engineered Tie Downs or Foundation plans. ❑ 6. Sanitation and site plan approval from the Environmental Health Department. ❑ 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required). Commercial, New, Additions and Remodels: ❑ 1. 4 Site Plans, signed by the preparer. NO GRAPH PAPER! ❑ 2. 4 Engineered plans with wet signature on plans AND 2 sets of stamped and signed calculations, with code analysis. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation (if required). ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Statement of Intent for Non -heated and A/C (if required). ❑ 8. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed by the engineer. ❑ 9. Letter of intent. ❑ 10. Hazardous Material Form. ❑ 11. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530) 538-7541. OVER FOR BUILDING PERMIT APPLICATION KAFORMSWILDING F0RMS\BIdgApp1SubRgmts.doc Page 2 of 2 REV 6-16-04 BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE — OROVILLE, CALIFORNIA 95965 — TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT : PERMIT NO. 521 Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. �► C.0 ('53 a 3yg ASSESSOR PARCEL NO. 130 ZONING OWNER 9 PHONE NO. f�/� iZ=23�� �z� 3Q '2 2- ,2 7 OWNER'S ADDRESS n was i�2U3fSfl >2i) `' �G.c GCi,2 - ''/ LOCATION OF BUILDING 5 f��0=3 i.SFf USE OF BUILDING SIZE OF STRUCTURE TYPE OF CONSTRUCTION: WOOD FRAME STEEL CONCRETE OTHER (Specify) TYPE OF SIDING S ROOF COVERING S 'ZZ -,Z- FLOOR TYPE ESTIMATED COST OF CONSTRUCTION AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: /, - FRONT SIDES REAR AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. I declare under penalty of perjury that the building will be used as stated about, and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. Date lo-s.— Signature of Owner Permit Fee - $BBQ 10 q, Cq'3 The above described AG Building is:exempt from a building permit. FLOODPARC L P.D./ ROOFIN Issu Receipt No. � �$5 S i e Manager Building By White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod —Applicant J BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BPO52469 B. C. Building Permit 01-16-04 pg 1 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 09/22/2005 APN:O28-130-026-000 the Business and Professions Code, and my license is in full force and effect. Site Address: 25 DROBISH RD BAN License Class License Number: : Map Index: Date: Contractor: Description: ROOF STRUCTURE REPLACEMENT OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: TEESDALE RAYMOND G permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a P O BOX 37 signed statement that he or she is licensed pursuant to the provisions of BANGOR, CA the Contractor's State License Law (Chapter 9 commencing with Section 95914 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any (530) 679-1729 violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): O 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Applicant: TEESDALE RAYMOND G Code: The Contractors' State License Law does not apply to an P 0 BOX 37 owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, BANGOR, CA provided that such improvements are not intended or offered for 95914 sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does Contractor: not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ 1 am Exempt under Article 3 of the Business and Professio Code Date: OS Owner: ^� License #: WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit Architect: is issued. Engineer: ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Total Square Ft: 0 S. F. Policy #: Valuation: $0.00 Census Code: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, 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. Date: 12.210S_ LI rA� Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit is here issued er I pplic le pr isions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097 Civ.) Resolutions to d work i d cafe ve for ich shave been paid. 2 Z/ BY Name: GDate. PERMIT EXPIRES 0 Address: Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19627.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. Print Name: �/�`% ZZ�/��'Iti.% Signature: Date: /a o2 /o .� Owner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01-16-04 pg 1 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICATION. Website: www.buttecounty.net/dds **PLEASE PRINT CLEARLY** APPLICANT NAME OWNER Last Name,- First Name Address (3ox !?)% City AA.J V'e_State State Zip Phone O 6_r7 If7.? Fax E-mail Cell;' IncRI-;L7349' APPLICANT NAME CONTRACTOR Name CK)�- 10 -- - Address .' City Fax State Zip Phone LENDING AGENCY Fax E-mail t Lic. # Class APPLICANT NAME - ARCHITECT/ENGINEER Name -- - Address .' City Fax State Zip Phone LENDING AGENCY Fax E-mail t State License Number APPLICANT NAME Name 4 -7 U Address QO -(36x 317 City 6�1! tole State Zip Phoneo I.7a7 Fax E-mail APPLICANT SIGNATURE X PERMIT NO. BIN # LOCATION AP# o? 130 - d a Property Address City Cross Street SRA WORKER'S COMPENSATION Policy Number Carrier ` . t If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. Subdivision Name Map LENDING AGENCY Name r Address For office use only: Zoning W S I Flood Zone SRA No Occ. R3 1 Type Const. yo. . Subdivision Name Map Book Page Lot # r Planner Date Approved: EXPIRATION OF APPLICATION 1 Applications for which a permit has not been issued will expire one,. year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be required. REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. % Receive: �v" Amount: ��) S. 7 ` Bldg SRA Receipt #: Sheriff SMIP Iz Other Date- q- 1-: Total K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 REV 2-24-05 SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED.. ALL PLANS MUST BE LEGIBLEAND IN INK -4`� 1. Site plarKCDr 4 sets, signed by the preparer of the plans. No graph paper! 930""- 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR / 7red�3 or 4 sets, with wet a on plans AND 2 sets of stamped and signed calculations. C�' En red tailsand la out In du licate I re uird .No faxes! ��gY q ) ❑ 4. Energy com ce design and suppo Ing ocumentation in duplicate. ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. D 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. D 10. Letter of intent for non-residential buildings. ❑ 11. Detached Accessory Building Form filled out by the owner (if required). ❑ 12. Hazardous Material Form (for Commercial Buildings only). Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. D 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts. ❑ 12. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, please contact a Permit Assistant at (530)538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\131dgApp1SubRgmts.doc Page 2 of 2 REV 2-24-05 'F: .l ..r+yr.^f's.-use •.r.rT�..CCiY" '-ti^Y�i,.3.'l��y,r i'l'1.�i1.f'. � t' r+�✓ ter'. �. �W h..'K r_.w-.- COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES-BUILDPGD IVIS►bN :, 7 County Center Drive,`Oroville, CA. 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: ( r%lam ,�I' ASSESSOR PARCEL NUMBER (/�D C/ 1-2 Proposed Building Use: �� Permit Technician: 1"U - Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. O 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. aCd 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑. 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Letter of intent for non-residential buildings ❑ 12. Hazardous Material Form ❑ 13. Acknowledgement of building permit application without required clearances. ❑ 14. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico 0 Oroville, as applicable ❑ 16. Fire Sprinklers............................................................................................ b 17. Agricultural Buffer cir and site plan apr from the Ag Commissioner Sent by ❑ 18. Soils Report and/or Engineered Foundation required ........................................... ❑ 19. Erosion Control Plan Required:....................................................................... 20. Fees as shown on the attached Schedule of Fees Due Sheet. l,...r .,. 2 5045 ❑ 21. City of Chico Plumbing permit..'.. . ...... * ....... ❑ 22. Site plan and business license approval from the City of Biggs .............................. ❑ 23. California Department of Forestry plan approval ❑ paid. Sent by: ............. ❑ 24. Planning approval for (A) Use: ' (B)Parking: (C) Parcel Check: ............ ❑ 25. Contact Land Development about _ Improvements, _ Drainage ........................ ❑ 26. NPDES Form ............ ......................................................................... I........ ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 29. Worker's Compensation Carries and Policy Number .......................................... ❑ 30. Owner -Builder Verification ( _ Given to owner, _Mailed to owner) ..................... ❑ 31. Letter of Signature authorizatio6.................................................................... ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits......................................................... ❑ 34. Deed Restriction.......................................................................................... ❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ......................... ❑ 36. Other: ❑ 37. Other: When issued Telephone %1 i- - (',yl al Y�1Y1and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: / Date: .SLAT I q 05- 1. S1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required 20 Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: --19- Date: 9 U 6 ( b � Plans approved by: ' `-1-1 Date: q // 6 6S Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: . . Yellow: Building Division ' �;iyY'it' ',^..A 7.tf.�:_- - •},LA!';,�� - _ L'�F!'K^'.:T::'1..'''�',i�,�i..' _ '.l; =_,. �.:..�',e�.�.�.u..:�.xLrras,+sttw.s.:�.:s�vu>;�;s+..�..s�. ^���:�:r,.�,�?..,�. ���<a'�r;":�-..•:: 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 material for construction of this proposed property improvement: YES [ )C ] NO [ ]. 2. I HAVE [�C' ] HAVE NOT [. ] signed an application fora building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: _ ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: _ ADDRESS: 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: 1C)/6 15 cry- 6;rz rS b PROPERTY OWNER: DATE: SW7- zv 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. Rev'd .l 1/42004 Butte County Department of Development Services ADMINISTRATION ` BUILDING ` GIS t PLANNING 7 County Center Drive Oroville, CA 95965 (530) 538.7541 Telephone (530) 538.2140 Facsimile Dear Property Owner: . An application for a building permit has been submitted in your name listing yourself as the builder of the 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 your plan to subcontract, you should be aware of the following information for your benefit and protection: o If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $200 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. o If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers' compensation insurance, disability insurance costs, and unemployment compensation contributions. o There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. o For more specific information about your obligations under federal law, contact 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 practiceof unlicensed persons professing to be contractors is to secure an "owner -builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board in your community or at 1020 N Street, Sacramento, California 95814. Please complete and return the enclosed owner -builder verification from so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. UK C. Vieirl C.B.O. Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. NOTE: See the 2ftac r<ed Raada_zoka ii} =iQn Re uie� semen:: pacles BUTTE COUNTY BUILDING DIVISION APPROVED 67/1, �,lo�r TRUSS SCHEDULE Tails Project: Teeadale Rebuild County: Butte Contractor: Endeavor Homes Date: August 22, 2005 Roof: Comp Plan: Del Oro Snow: 0 Drawn By: MT Tail Cut: Plumb EMIR-ImIIIM�- IME11ME1 WA -111 12 11:1 :4 Lei New --1111111114 ol 0��� IMNIII 1=011 m®©tea - �� m©opo .. o0 oo©�© - . - mmv�o©©©©000mop�woome .. - .- .-. o� LWIF m1w MIMI 11jium m, IMIIIMIIM� Project: Teeadale Rebuild County: Butte Contractor: Endeavor Homes Date: August 22, 2005 Roof: Comp Plan: Del Oro Snow: 0 Drawn By: MT Tail Cut: Plumb �— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J i Ridge Cat edral oiling r W Vr Q LL .-. .�. � ; :P .:.. a;..,.. w. u .�.:.;.. .yMa..... mss•=mow ay.,hx..: / i �..a :'_.-��..a. V:r-irv-+ d.::P :: ..; .... ... t.«, I ? %esclale Kemodel I j O i See I I II I Existing goof I S I I I �— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J Adl 6 MiTek Re: teesdate teesdaleremodel MiTek Industries, Inc. .7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 916/676-1900 Fax 9161676-1909 The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Endeavor Homes. Pages or.sheets covered by this seal: R17982903 thru R17982911 My license renewal date for the state of California is September 30, 2006. 0 '�OFESS/pN\ Q.,,DONG yG EL 2 ; 9 OFCAU August 23,2005 Yu, Ray The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI-2002 Chapter 2. O russ Truss Type, Qty Ply laeSdeleremodel LOADING(psf) SPACING 2-0.0 CSI DEFL in (loc) I/deft Ud, PLATES GRIP " R17982906 TEESDALE AGE1 COMMON 1 1 , BC 0.06 Vert(TL) -0.03 27 n/r 90 BCLL 0.0 Job Reference (optional) -2.0-0 1643.0 , _ 33-M 35.0.0 2-0-0 16641 16-641 2-0.0 Scale =1:62.9 4x4 04 3x4 = 14 49 4a 4r 40 4b 44 43 42 41 40 3a 3B 3/ 3a 3b 34 33 31 - 31 3U LM 1a - 5x5 = 7I$ 4 33-0-0 Plate Offsets (X,Y): [4:0.2-8,0-3-01, [14:0.2-O,Edgel,.[24:0-2-8,0.3-0], [36:0-2-8,0-3-01 LOADING(psf) SPACING 2-0.0 CSI DEFL in (loc) I/deft Ud, PLATES GRIP TCLL 16.0., Plates Increase 1.25 TC 0.16 Vert(LL) -0.02 27 n/r 120,- MT20 220/195 T.CDL 10.0. Lumber Increase 1.25 'Rep BC 0.06 Vert(TL) -0.03 27 n/r 90 BCLL 0.0 Stress Incr YES WB 0.04 HOrz(TL) 0.00 26 n/a n/a , BCDL 10.0 Code UBC97/ANS195 (Matrix) ,i- Weight: 212 lb LUMBER BRACING TOP.CHORD,.2 X 4 DF No.1&BtrG TOP CHORD Sheathed or 6-0-0 ocpudins: , BOT CHORD 2'X 4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 DF Std G JOINTS 1 Brace at'Jt(s): 50 ; OTHERS 2 X 4 DF Std G • REACTIONS..(Ib/size).- 2=237/33-0.0, 39=86/33-0-0, 38=27/33-0.0, 28=108/33-0-0, 29=95/33-0.0, 30=98/33-0-0, 31=96/3.3-0.0, " 32=96/33-0.0, 33=96/33-0.0, 34=96/33-0.0, 35=96/33-0.0, 36=99/33-0.0, 37=78/33-0.0, 49=108/33-0.0, .. ' X48=95/33-0.0, 47=98/33-0.0, 46=96/33-0-0, 45=96/33-0-0, 44=96/33-0-0, 43=96/33-0-0, 42=96/33-0-0, 41=98/33-0.0' 40=87/33 -D-0, 26=237/33-0-0, 51=75/33 0.0 Max Hori2=-17(load case 3) N. Max Uplifl2--63(load case 5), 29=-23(load case 3), 31=-l(load case 3), 48=23(load case 4), 46=-l(load case 4), 41=-l(load case 5), 26=-63(load case 5)w Max Grav2=237(load case 1), 39=86(load case 1); 38=53(load case 2), 28=130(load case 2), 29=95(load case 7), 30=98(load cased), 31=96(load case 7), 32=96(load case 1), 33=96(load case 7), 34=96(load case 7), 35=96(load case 1), 36=99(load case 7), 37=80(load case 7), 49=130(load case 2), 48=95(load case 6), 47=98(load case 1),46=96(load14. case 6), 45=96(load case 1), 44=96(load case 6), 43=96(load case 1), 42=96(load case 1), 41=98(load case 6), 40=88(load case 6), 26=237(load case 1); 51=75(load case 1)�_; d FORCES (Ib) -Maximum Compression/Maximum Tension TOP CHORD 1-2=0/39,2-3=-41/15,3-4=20112,4-5=-17/25,5-6=-17/35, 6-7=-17/46.7-8=17/57,8-9=-17/68.9-10=-17f78, 10-11=-17/89, 11-12=17/100, 12-13=-16/109, 13-14=-29/24, 14-15=-32/23, 15-16=-13/110, 16-17=-18/100, 17-18=17/88, 18-19=-17/76, 19-20=17/64; 20.21=17/52, 21-22=17/39, 22-23=17/27,'23-24=17/17, 24-25=-20/7, 25-26=-41/16, 26.27=0/39, BOT CHORD 2-49=0/58, 48-49=0/58, 47-48=0/59,46-47=0/59,45-46=0/59, 44-45=0/59, 43-44=0/59, 42-43=0/59, 41-42=0/59,40-41-0/59 , 39-40=0/59, 38-39=0/59, 37-38=0/59; 36-37=0/59, 35-36=0/59, 34-35=0/59, 33-34=0/59, 32-33=0/59, 31-32=0/59, ' 30.31=0/59; 29-30=0/59, 28-29=0/58, pFESS/ �/i/ 26-28=0/58 WEBS 39-50=-59/0, 13-50=-59/0, 38-51=0/0, 15-51=-75/0, 25-28=88/2, 24-29=63/22, 23-30=72/15, 22-31=69/16, 21-32=69/15, OQ� ONG. 11( 20-33=69/16; 19-34=69/15, 18-35=69/15, 17-36=72/17, 16-37=-57/13, 3-49=88/2, 4-48=-63/22, 5.47=-72/15, 6-46=-69/16, 745=-69/15, 8-44==69/16, 9-43=-69/15, 10-42=-69/15, 11-41=-70/18, 12-40=-65/10, 13-15=0/85,.50-51=0/0 CO NOTES � 9919 z 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 It above ground,level, using 6.0 psf top chord dead Io * /30/0 and 6.0 psf bottom"chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 33 It with exposure B ASCE 7-93iper UBC97/ANS195 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 S d' Continued on page 2 OFC ' tt` August 23,2005 t ®. WARNfNO - ydr%` destgn parameters and READ NOTES ON TAUS AND INCLUDED aDTER REFERENCE PAGE MU -7473 BEFORE USE. 77 Greenback Lane Design valid for use only with MTek connectors. This design ii based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown t it.109 ^ ` Citrus Heights, CA; 95610 1 IS is for lateral supportof individual web members on Additional tem t y. temporary bracing to insure stability during construction is the responsibilGty of the erector. -Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding f fabrication, quality control storage, delivery, erection and bracing, consult ANSI/TPII Quality Cdterta, DSB-89 and BCSII Building Component i 1re�m Safety Information available from Truss Plate Institute. 583 D'Onofrio Drive. M Madison, WI 53719. " Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury 4_1 3/4*Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each TOP CHORDS other. /rt C2 C3 3. Placeplates on each face of truss at each joint and embed fully. Avoid knots and wane O at joint locations. NJ5 V,��3O U U Uat 4. Unless otherwise noted, locate chord splices CL '/.panel length (± 6" from adjacent joint.) For 4 x 2 orientation, locate BOTTOM CHORDS 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates 1 /8" from_ outside edge J 1 J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the _ required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 9. Lumber shall be of the species and size, and x perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins ICBO 3907, 4922 provided at spacing shown on design. LATERAL BRACING SBCCI 9667, 9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING Indicates location of joints at 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. engineer. M iTek® V\/ -i VWN 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTekO Holdings, Inc. Job I rusS Truss Type Qty Ply teesdaleremodel i R17982906 TEESDALE AGE1 COMMON 1 1 r Job Reference (optional) cnaeawrnomas,vmvina, k.h saaoo .,•...,.o+�,�. •,_� ,�. ••�, ..,.y •• �.•�.�• •••••• �e�• - NOTES 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 4) All plates are 1.50 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. , 6) Gable studs spaced at 140 oc. t 7) This truss�has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) A plate rating reduction,of 20%.has been applied for.the green lumber members. 9) Bearing at joint(s) 51 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. LOAD CASE(S) Standard C w r S l ®" WARNING - Vik6 design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MD -7473 Damns USE - - 3^ i 7777 Greenback Lane Design valid for use only with.MNTek connectors. Thisdesign is based only upon parameters shown, and is for an individual building component 7 Suite 109 - ; ` Appl cabifity of design paromenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown . T Citrus Heights, CA, 95610 r is far lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibilfity of the r _ erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding . } ' fabrication, quality control storage, delivery, erection and bracing, consult ANSI/TPII Quality Warta, DSB-89 and BCSII Bullding Component L fa Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison. WI 53719. Me R Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each TOP CHORDS other. cz cs J5 3. Place plates on each face of truss at each p co joint and embed fully. Avoid knots and wane O U �, 3 O at joint locations. �� U �5 U 4. Unless otherwise noted, locate chord splices CL at 'A panel length (± 6" from adjacent joint.) For 4 x 2 orientation, locate ~ C8 C7 C6 BOTTOM CHORDS 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates 1 /8" from, outside edge J 1 J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 9. Lumber shall be of the species and size, and 4 x perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins ICBO 3907, 4922 provided at spacing shown on design. LATERAL BRACING SBCCI 9667, 9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING Indicates location of joints at 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. engineer. MiTek® 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTek® Holdings, Inc. Job fuss Truss Type Qty Ply taesdelaremodal R17982909 TEESDALE F1 HOWE - 1 I 1 I . e + Job Reference (optional) cnueewr numns, umvme, G. -v *,Jul w auo mi i en measures, mc. mon rug cc roao:Jo cuuu raga r , i 14.0.0 16.2-8. �tl 14-0.0 2-2-8 Scale = 1:26.3 3x4 = 7 8 9 . 3 l 0 N 16-2-8 Plate Offsets MY): [8:0-2-0,Edgel LOADING (pso SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.33 Vert(LL) n/a n/a 999 ,' MT20 220/195 TCDL 10.0. Lumber Increase ,1.25 BC 0.26 Vert(TL) n/a n/a 999 y BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(TL) 0.00 11 n/a n(a , - BCDL 10.0 Code UBC97/ANSI95 (Matrix) Weight: 61 lb j LUMBER BRACING I TOP CHORD 2,X 4 DF No.1&Btr G TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 DF No:18Btf G BOT CHORD Rigid ceiling directly applied or..10f0-0 oc bracing. f WEBS' 2 X 4 DF Std G OTHERS 2 X 4 DF Std G ; REACTIONS (Ib/size) 1=190/16-2-8, 11=47/16-2-8, 18=644/16-2-8, 17=-280/16-2-8, 16=182/16-2-8, 15=78/16-2-8, 14=100/16-2-8,., 13=93/16-2-8, 12=103/16-2-8 "Max Horz1=71(load case 4) Max Upllft11=3(load case 5) 17-280(load case 6) Max Grav1=190(load easel), 11=48(load case 7),' 18=644(load case 6), 16=182(load case 6), 15=78(load'case 1); `14=102(load case 6), 13=93(load case 1), 12=103(load case 1) FORCES (lb) -Maximum Compression/Maximum Tension •• +: °p '- TOP CHORD 1-2=-50/32, 2-3=-40/10, 3-4=-27/11, 4-5=-22/16,5-6=18/21, 6-7=-13/25; 7-8=9/28, 8-9=-9/27, 9-10=-14/26, 10-1t=-35/14' �Jh•. ;;f't, BOT CHORD 1-18=16/20, 17-18=16/20, 16-17=-16/20, 15-16=-16/20; 14-15=-16/20, 13-1'4=-16/20, 12-13=-16/20, 11-12=-16/20^' 6 J WEBS 2-18=-421/52, 3-17=-13/161, 4-16=-116/17, 5-15=41/11, 6-14=-72/12, 7-13=-68/12, 9-12=-74/17 NOTES 1) Unbalanced roof live loads have been considered for this design: 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 6.0 psf top chord dead load and 6.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition 1 enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7-93.0er UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to'wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable �F ES$/ End Detail" ` - I OQR 0� ' 4) All plates are 1.5x4 MT20 unless otherwise indicated. BONG "Y 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. ;- I 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. m 8) A plate rating reduction of 20% has been applied for the green lumber members. 19 .mm LOAD.CASE(S) Standard _ +�nlonlnc OFCAl1Fo August 23,2005. r �- WARNLYO-'Ver{(y design pammetero and READ NOTES ON THIS AND LVCUWZD AUTER REFERENCE PAGE MU -7473 BEFORE USE. :;6' 7777Greenback Lane f � Design valid for use any with "MiTek connectors. Ttia design is based only upon parameters shown, and is for an individual building component. Suite 109^ ; Applicability of design paromenters and proper incorporation - Citrus Heights, CA, 95610 p per' orporatti n pf component is responsibility stability building designer - not is designer. Bracing shown is for literal supportof individual web members onyi Additional temporary bracing to insure stabBity during conshuctbn is the responsbil6ty of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding - c fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TP11 Quality Criteria, DSB-89 and BCSII Building Component _ • Safety Information available from Truss Plate Institute, 583 D•Onofrio Drive, Madison, WI 53719. ■ �A i ,eW 1 Symbols : Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury 3/4' *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. owner and all other interested parties. J2 J3. �� J4 2. Cut members to bear tightly against each TOP CHORDS other. /e'-► �- c2 C3 J5 3. Place plates on each face of truss at each p C joint and embed fully. Avoid knots and wane C 3 ZX at joint locations. X O U �y U U 4. Unless otherwise noted, locate chord splices O CL at V. panel length (± 6" from adjacent joint.) For 4 x 2 orientation, locate ~ C8 C7 C6 0 BOTTOM CHORDS 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates 1 /8" from, outside edge J 1 J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 9. Lumber shall be of the species and size, and x perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins ICBO 3907, 4922 provided at spacing shown on design. LATERAL BRACING SBCCI 9667,9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING Indicates location of joints at 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. engineer. MiTek® ® 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTek® Holdings, Inc. Job fuss russ ype ty Ply teesdalemmodel LOADING (psf) SPACING 2-0-0 CSI DEFL in •'Y R17982903. TEESDALE A7 SPECIAL 5 1 Vert(LL) -0.1210-11 >999, 360.s MT20 220/195 TCDL' 10.0 Lumber Increase 1.25 Job Reference (optional)' -2.0.0 S58 10.11-12 16-0.0 21.8-13 26.11-10 . 33-0-0 2-0-0 5-5-8 564'' 56-4 52-13 52-13 .. , 6-0-0 2-0.0 ' ' Scale = 1:81.0.. t 40 = t. -5.00 5 _ :•' 1.Dx4 II - 5x5 = 2.00 12 1.5x4 11 1.5x4 11 5-2-12 Sfte 12.2-12 19.0.0 I 257.4 33.0-0 52-12 0.2-12 6-9-4 6.9.4 - 6-7-4 7-&19 • mate vnsess In,tL N:trL-a,V-o-V1 l/:U-[-o,u-3-UI LIZfW-3 U -1 -al 113:0 -Z -t3 U -U -/j - LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d 1 PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.32 Vert(LL) -0.1210-11 >999, 360.s MT20 220/195 TCDL' 10.0 Lumber Increase 1.25 BC 0.42 Vert(TL) -0.27 10-11 >999 f '180X BCLL 0.0 'Rep Stress Incr YES WB 0.75 Horz(TL) 0.11 8 n/a n/a BCDL 10:0 Code UBC97/ANSI95 (Matrix) 4, Weight: 165 lb LUMBER BRACING TOP CHORD 2 X 4.DF No.1&Btr G TOP CHORD Sheathed or 3-11-0 oc purlins. BOT CHORD 2 X'4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 DF Std G JOINTS 1 Brace at Jt(s): 10 s REACTIONS (Ib/size) 2=161/0-5-8,13=1725/0-5-8,8=1010/0-5-8 ' Max Hofz2=17(load case 4) Max Uplift2=-266(load case 7), 8 10(load case 5) c FORCES (Ib) -Maximum CompressioNMaximum TOP CHORD 1-2=0/39.2-3=0/1155.3-4=-997/0,4" -5894/20, 5-6=-1664/0, 6-7=-2507/0, 7-8=-2713/0, 8-9=0/38 BOT CHORD 2-13= 1003/0, 12-13=973/0, 11-12=0/1009, 10-11=0/1890, 8-10=0/2468 5 '•` y� WEBS 3.13=-1426/0, 3-12=0/1844, 412=-262/63, 5-12=-400/0, 5-11=0/1066,6-11=506/36,6-10=0/606, 7-101-221/59 NOTES ,` at, !. , 1) Unbalanced roof live loads have been considered for.this design.�r}•:', �4 2) This truss has been designed for the wind loads generated -by 80 mph winds at 25 ft above ground level, using 6.0 psf top chord dead load Oil. , and 6.0 psi bottom chord dead load, 100 mi from humcane oceanline, on an occupancy category I, condition I enclosed building,' of dimensions 45 ft by 33 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If� porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. dds' 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Bearing at joint(s) 8 considers parallel to grain value "using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. LOAD CASE(S) StandardFESS/QA,, 1 t August 23,2005 ; ® WARNDIO =. Verin/ design yammetero and READ NOTES.ON THIS AND INCLUDED AUTER REp8RENCg PADS MU -7473 ESpORE 088.` '3tf .7777 Greenback Lane ""�.• Design valid for use only with MTek connectors. This desi n is on r a t Suite 109 r - A GcabiG of design - 9 ly upon parameters shown, and is for an building component. Citrus Heights CA, 9561US pp fy,pardmenters and proper incorporation of component is responsibility ofbuikding designer- not puss designer. Bracing shown y,,� r � is for lateral support. of indmdual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding ■�, fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-69 and BC511 Building Component ` ` ,M, ,®kms Safety Information available from Truss Plate Institute, %3 D'Onof io Drive, Madison, WI 53719. f Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury *Center plate on joint unless 4 dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. owner and all other interested parties. 12 J3 J4 2. Cut members to bear tightly against each TOP CHORDS other. cz cs J5 3. Place plates on each face of truss at each o cq joint and embed fully. Avoid knots and wane O U O at joint locations. U �5 U 4. Unless otherwise noted, locate chord splices O CL at 'A panel length (± 6" from adjacent joint.) For 4 x 2 orientation, locate '— ca c7 c6 BOTTOM CHORDS 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates 1 /9'from. outside edge J 1 J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 9. Lumber shall be of the species and size, and x perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins ICBO 3907, 4922 provided at spacing shown on design. LATERAL BRACING SBCCI 9667, 9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING Indicates location of joints at 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. engineer. M iTek° ® 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 Mrrek® Holdings, Inc. 1 Job Truss Truss -Type TCLL 20.0 Plates Increase leesdaleremodel TCDL 10.0 Lumber Increase -Ply BCLL 0.0 Rep Stress Incr - R17882911 TEESDALE M7 MONO TRUSS 1 1 I BOT CHORD 2 X 4 DF No.18Btr G TOP CHORD WEBS 2 X 4 DF Std G BOT CHORD OTHERS 2 X 4 DF Std G Job Reference (optional) if P-1-1 v.av u c � en m ��. man Haig cc ioaoaa cvva ruga r i Scale =1:19.7 1.5x4 II 1.5x4 II 6 3x4 = - 1.5x4 11 1.5x4 II 1.5x4.11 1.5x4-11 1.50 II LOADING (psf) SPACING 2-0.0 TCLL 20.0 Plates Increase 1.25 TCDL 10.0 Lumber Increase 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code UBC97/ANSI95 LUMBER TOP CHORD, 2 X 4 DF No.18Btr G BRACING BOT CHORD 2 X 4 DF No.18Btr G TOP CHORD WEBS 2 X 4 DF Std G BOT CHORD OTHERS 2 X 4 DF Std G CSI TC 0.33 BC 0.26 WB 0.07 (Matrix) 11-9-8 DEFL in (loc) Well ' Ud' PLATES GRIP Vert(LL) n/a n/a 999 MT20 220/195 Vert(TL) n/a n/a 1 999 , Horz(TL) 0.00 7 n/a n/a ' ,.S Weight: 41 Ib BRACING TOP CHORD Sheathed or 6-0-0 oc_puflins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. I REACTIONS (Ib/size) 1=189/11-9-8, 7=34/11-9-8, 11'=644/11-9-8, 10=-281/11-9-8, 9=185/11-9-8, 8=67/11-9-8 a Max Horz 1 =70(load case 4) Max Uplift7=4(load case 4), 10=-281(load case 1) �l s FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-49/32, 2-3=-39/11, 3-4=-26/12, 4-5=-21/17, 5-6=-16/19, 6-7=-23/7 BOT CHORD 1-11=16)19,10-11=-16/19.9-10=-16/19,8-9=16/19,7-6=-16119 WEBS 2-11=-421/52.3-10=-13/162, 4-9=-119/18,5-8=-54/13 NOTES I 1) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above. ground level, using 6.0 psf top chord dead load and 6.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building,, of. ` ' `. dimensions 45 ft by 24 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If is '' porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 1-4 0 oc. 1 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) A plate rating reduction of 20% has been applied for the green lumber members. Q�)FESS/ 0 LOAD CASE(S) Standard:1 ry August 23,2005 ® WARNING - Vertjy design pammeters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE AM -7473 BEFORE USE 0"E � ` : "i 7777 Greenback Lane 1 � Design valid for use only with MiTek connectors. This design's based only. upon parometers shown, and is for an individual building'component. r ,-. Suite 109' ' Applicability of design paromenlers and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown Citrus Heights, CA, 95610 is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the �. erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding 1• fabrication, quality control, itorcge, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DS6-89 and BCSII Building Component • Safety Informa9on available from Truss Plate Institute, 583 D'Onofrio Drive. Madison, WI 53719. M Tek • It Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury 3 " *Center plate on joint unless 4_13/ � /q dimensions indicate otherwise. Dimensions are in inches. Apply l . Provide copies of this truss design to the plates both sides of truss and building designer, erection supervisor, property owner and all other interested parties. securely seat. J2 J3 J4 2. Cut members to bear tightly against each TOP CHORDS other. cz ca J5 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane 3 O ZX at joint locations. U �y U U 4. Unless otherwise noted, locate chord splices CL O at 114 panel length (± 6" from adjacent joint.) • For 4 x 2 orientation, locate ce a ce O BOTTOM CHORDS 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates 1 /8" from. outside edge J 1 J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the - required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 x 4 perpendicular to slots. Second 9. Lumber shall be of the species and size, and in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins ICBO 3907, 4922 provided at spacing shown on design. LATERAL BRACING SBCCI 9667, 9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING Indicates location of joints at 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. Itil 3 engineer. MiTek® ® 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTek® Holdings, Inc. Job fuss - Truss Type, Qty Ply teesdeleremodel PLATES GRIP TCLL 16;0 t 1.25 TC 0.32 R17982904 TEESDALE A2 SPECIAL 2 1 BC 0.42 Vert(TL) -0.27 99 10-11 >9 ' 180 BCLL 0.0 ` Rep Stress Incr Job Reference (optional) -2.0.0 , 5.5.8 10.11-12 16.6.0 21.8-13 26.11-10 33.0-0 , 35-0-0 1 2-0.0 , 5.5.8 5S4 5.64 5-2-13 5.2-13 6-0.6 2-0.0 Scale =1:61.0 F F 4x4 = il 1 5.00 F12 5 4 1s I oxo = 5x5 = 2.0012 t 5.2-12 548 12.2-12 I 19-0-0 25.74 33.0-0 52-12 0-2-12 694 6.9.4 6-74 7-4-12 LOADING (psf) R. SPACING 2-0-0 CS1 DEFL in (loc) I/deft Ud' PLATES GRIP TCLL 16;0 Plates Increase 1.25 TC 0.32 Vert(LL) -0.12 10-11 >999 360 - MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.42 Vert(TL) -0.27 99 10-11 >9 ' 180 BCLL 0.0 ` Rep Stress Incr , YES WB 0.75 Horz(TL) 0.11 8 n/a n/a BCDL 10.0 Code UBC97/ANSI95 (Matrix) �, -Weight: 146 lb LUMBER - BRACING TOP CHORD 2 X 4 DF No.1&Btr G TOP CHORD Sheathed or 3-11-0 oc purlins. BOT CHORD' 2 X 4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6.0.0 oc bracing. WEBS 2 X 4 DF Std G REACTIONS (Ib/size) ?=161/0-5-8,13=1725/0-5-8,8=1010/0-5-8 Max Hori2=17(load case 4) t I Max Uplift2=-266(load case 7), 8=-10(load case 5) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/39, 2-3=0/1155, 3-4=-997/0, 4-5= 894/20, 5-6=-1664/0, 6-7=-2507/0, 7-8=-2713/0, 8-9=0/38 BOT CHORD 2-13=-1063/0,12-13=973/0,11-12=0/1009,10-11=0/1890,8-10=0/2468 WEBS 3-13=-1426/0,3-12=0/1844,4-12 262/63,5 -12=-400/0,5-11=0/1066,6-11=506/36,6-10=0/606,7-10=-221/59 NOTES t 1) Unbalanced roof live loads have been considered for.this design. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 6.0 psf top chord dead load and 6.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy Category I, condition I enclosed building, of dimensions 45 ft by 33 ft with exposure B ASCE 7-93.per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The.lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 1 LOAD CASE(S) Standard e j August 23,2005 ® WARNING • Ver(/)/ dealgn parameters, and READ NOTES ON THIS AND DVCLUDED MITEK REFERENCE PAGE A171'•7473 BEFORE USE. �. Suite 109 7777 Greenback Lane ' - • Design valid for use only with ALTek connectors. This design z based only upon parameters shown, and rs for an individual building component. ' € Applicability of design Citrus Heights, CA, 95610 typaramenters and proper incarporatiomoi component b responsibility of building not buss designer. Bracing shown � Z is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the F erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding~ fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component MOW* e V m Safety Info rma0on available from Truss Plate Institute. 583 D'O53 nofrio Drive. Madison, WI 719. 1 1 R , • xa Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury 3/4' *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each TOP CHORDS other. �/9 -� ♦- I.�/g cz ca J5 3. Place plates on each face of truss at each p c4 joint and embed fully. Avoid knots and wane O at joint locations. �+ U�5 U 4. Unless otherwise noted, locate chord splices a at'/. panel length (± 6' from adjacent joint.) For 4 x 2 orientation, locate r CB C7 C6 BOTTOM CHORDS 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates 1 /8" from, outside edge JI J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. •This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 x 4 to Second 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins ICBO 3907, 4922 provided at spacing shown on design. LATERAL BRACING SBCCI 9667,9432A 11. Bottom chords require lateral bracing at 10 ft, spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING Indicates location of joints at 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. engineer. MiTek® ® 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTek® Holdings, Inc. r i , Job hiss Truss Type Qty Ply teesdaleremodel 1.25 TCDL 10:0 Lumber Increase 1.25 ` R17982905 TEESDALE A3 SPECIAL 4 1 Code UBC97/ANSI95 BRACING TOP CHORD Sheathed or 3-3-0 oc pudins. Job Reference (optional) cnvaawr nvmaa, vmnnn, un a v.cw a aw w - .. on w .u, mun ..uy cc iv.uvav cvu� rayn . , 5.5.8 10.11-12 1616.0 1 21-8-13 26.11-10 33.0.0 352.0 5.5.8 * 5-64 5.8.4 5.2-13 5.2-13 6-0-6 2-0.0�- Scale= 1:58.11 e I A 4x5 = 4 3X6 = 12 oxo — US = 2.00F1_2 t 5.5-8 12-2.12 19.0-0 , g5-7-4 I 33.0-0 i 5.5.8 - 69.4 69-4 67-4 ., 7-4-12 LOADING(psf) +SPACING 2-0-0 TCLL 16.0 Plates Increase 1.25 TCDL 10:0 Lumber Increase 1.25 BCLL . 0:0 Rep Stress Incr YES , BCDL 10.0 Code UBC97/ANSI95 LUMBER - TOP CHORD:, 2 X 4 OF No.1&Btr G BOT CHORD r2 X4 DF No:1&Btr G WEBS_ 2 X 4 OF Std G REACTIONS (Ib/size) 1=1168/0-5-8,7=1291/0-5-8 CSI TC 0.32 BC 0.54 WB 0.58 (Matrix) Max Horz1=-43(load case 3) _ I FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-2555/0; 2-3=-2559/0, 3-4=-2455/0, 4-5=2824/0, 5-6=-3604/0, 6-7=-3796/0, 7-8=0/38 ,± BOT CHORD 11-12-4/2292,1111-112=0/2336, 10-11=0/1925,9-10=0/2961, 7-9=0/3470 ; { WEBS 2-12=-246/43, 2-11=-73/95, 3-11=-273/60, 4-11=0/612, 4-10=0/1422, 5-10=-491/38, 5-9=0/557, 6-9=-194/62 ~ ! NOTES I 1) Unbalanced roof live loads have been considered for, this design. s 2) This truss has been designed dor the wind loads generated by 80 mph winds at 25 It above ground level, using 6.0 psf top chord 'dead load " and 6.0 psf bottom chord dead load, 100 mi from humcane oceanline, on an occupancy category I,,eondition l enclosed building, of" dimensions 45 ft by 33 It with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals orcantileGers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. , LOAD CASE(S) Standard i 4 � i` K f i N I$ GRIP 220/195 t August 23,2005 DEFL in (loc) Weft Ud ` " PLATES Vert(LL) -0.20 9-10 >999. 360,.: MT20 Vert(TL) -0.47 9-10 >828 t`180 t Horz(TL) 0.22 7 n/a . , n/8 -�Weight: 1431b BRACING TOP CHORD Sheathed or 3-3-0 oc pudins. BOT CHORD Rigid ceiling directlyapplied or 10-0-0 oc bracing. rt f ..r Max Horz1=-43(load case 3) _ I FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-2555/0; 2-3=-2559/0, 3-4=-2455/0, 4-5=2824/0, 5-6=-3604/0, 6-7=-3796/0, 7-8=0/38 ,± BOT CHORD 11-12-4/2292,1111-112=0/2336, 10-11=0/1925,9-10=0/2961, 7-9=0/3470 ; { WEBS 2-12=-246/43, 2-11=-73/95, 3-11=-273/60, 4-11=0/612, 4-10=0/1422, 5-10=-491/38, 5-9=0/557, 6-9=-194/62 ~ ! NOTES I 1) Unbalanced roof live loads have been considered for, this design. s 2) This truss has been designed dor the wind loads generated by 80 mph winds at 25 It above ground level, using 6.0 psf top chord 'dead load " and 6.0 psf bottom chord dead load, 100 mi from humcane oceanline, on an occupancy category I,,eondition l enclosed building, of" dimensions 45 ft by 33 It with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals orcantileGers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. , LOAD CASE(S) Standard i 4 � i` K f i N I$ GRIP 220/195 t August 23,2005 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury ,4_1 3/4' *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each TOP CHORDS other. �/e ► �- cs c3 J5 3. Place plates on each face of truss at each p c, Z0 joint and embed fully. Avoid knots and wane �, $ 5 at joint locations. = U �y U U 4. Unless otherwise noted, locate chord splices a0 CL at Y, panel length (± 6' from adjacent joint.) For 4 x 2 orientation, locate ~ C8 C7 C6 0 BOTTOM CHORDS 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates 1 /6'from. outside edge J 1 J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the - - _ required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 x 4 to Second 9. Lumber shall be of the species and size, and in perpendicular slots. all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins ICBO 3907, 4922 provided at spacing shown on design. LATERAL BRACING SBCCI 9667, 9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING Indicates location of joints at 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. 14 49 11,13 engineer. MiTek® ® 15. Care should be exercised in handling, erection and installation of trusses. ILE MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTek® Holdings, Inc. o Tru Ss Truss Type Qty Ply teesdaleremodel " - R17982910 TEESDALE F2 HOWE 1 1 �- - ' Job Reference o tion./ cnaeawr nomas, vmnw, vh sasoo 14.0.0 '1 14-0-0 s 2.00 12 11 3x4 = 7 s 9 28-0-0 ;14-0.0 r Scale =1:45.8 a r , .1i 5x5 = 28-0-0 r 28-0-0 4L 5: Z)$ Plate Offsets (X,Y): [8:0-2-0 Edge), [17:0-2-8,0-3-0) LOADING (p"sf) SPACING 2-0-0 CSI DEFL in floc) I/deft Ud+ PLATES GRIP TCLL 20:0 Plates Increase 1.25 TC 0.33 Vert(LL) n/a n/a. • 999,. MT20 220/195 TCDL 10.0 Lumber Increase 1.25 SC 0.26 Vert(TL) n/a n/a ' • 999 BCLL 0:0 Rep Stress Incr YES WB 0.07 Horz(TL) 0.00 15 n/a n/a •,. BCDL 10.6 Code UBC97/ANSI95 ; (Matrix) , Weight: 100 Ib LUMBER r BRACING , TOP CHORD 2 X 4.DF N0.1&BtrG TOP CHORD Sheathed or 6=0-0 oc purlins. [ BOT CHORD•• 2 X 4 DF N0.18Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 DF Std G " I REACTIONS (Ib/size) 1=189/28-0-0, 15=189/28-0-0, 27=644/28-0-0, 26=-280/28-0-0, 25=182/28-0-0, 24=78/28-0-0, 23=100/28-0=0, 1 22=95/28-0-0, 21=95/28-0-0 20=100/28-0-0. 19=78/28-0-0,18=182128-0-0, 17=280/28=0-0, 16=644/28-0-0 Max UplifQ6=280(load case 6); 17= 280(load case 7) Max Grav1-189(load case 1), 15=189(load case 1), 27=644(load case 6), 25=182(load case 6), 24=78(load case 1), 23=101(load case 6), 22=95(load case 1), 21=95(load case 1), 20=101(load case 7), 19=78(load case '18=182(load case 7), 16=644(load case 7) FORCES (lb) - Maximum Compression/Maximum Tension �± TOP CHORD 1-2=-27/32, 2-3=-38/18 3-4=-0/18 4-5=-8/24, 5-6=4/28, 6-7=-7/32, 7-8=-7/35, 8-9=-7/35, 9-10-7/32, 10-11 7/28, ON 11-12=8/24, 12-13=-0/18 = 13-1438/18, 14-15=-27/32 BOT CHORD 1-27=0/13,26-27=0/13,25-26=6/13,24-25=0/13, . 23-24=0/13. 22-23=0/13, 21-22=0/13, 20-21=0/13, 19-20 0/13.18-19=0/13 �0,•, 9 17-18=0/13,16 17=0/13,15 16=0/13 .Y � �c91 Ie WEBS 2-27=-421/52, 3-26=-13/161, 4-25=-116/17,5-24=-61/11, 6-23=-72/13.7-22=-69/5,9-21=69/5,10-20=-72/13,11-19=-61/11, 12-18=116/17,13-17=-13/161,14-16--"421/52 o NOTES C)�I 1) Unbalanced roof live loads have been considered forthis design. Ffd� 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 6.0 psf top chord dead load and 6.0 psf bottom chord dead load,'100 mi from hurricane oceanline, on an occupancy category I, condition I enclosedbuilding, of dimensions 45 ft by 28 It with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If O R�FESS/0 porches exist, they,are not exposed to wind, The lumber DOL increase is 1.33, and the plate grip increase is 1.33 ,• Q 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable Y End Detail" _ � Q`�OONG 4) All plates are 1.5x4 MT20.unless otherwise indicated. vj i 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. f A 1 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Ix7 1 . 8) A plate rating reduction of 20% has been applied for the green lumber members. t * x/30/06' LOAD CASE(S) Standard - tr �.;. OFCAUF�� j August 23,2005 Symbols Numbering System' A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates both sides of truss and building designer, erection supervisor, property owner and all other interested parties. securely seat. J2 J3 J4 2. Cut members to bear tightly against each TOP CHORDS other. cz c3 J5 3. Place plates on each face of truss at each o c, joint and embed fully. Avoid knots and wane � � ; 0 " at joint locations. _ O U �5 U U 4. Unless otherwise noted, locate chord splices O at V. panel length (± 6" from adjacent joint.) For 4 x 2 orientation, locate ~ C8 C7 C6 BOTTOM CHORDS 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates 1 /8" from, outside edge J 1 J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 9. Lumber shall be of the species and size, and x perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. SOCA 96-31, 96-67 10. Top chords must be sheathed or purlins ICBO 3907, 4922 provided at spacing shown on design. LATERAL BRACING SBCCI 9667, 9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING Indicates location of joints at 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. 101:6 engineer. M iTek® ® 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MIT®k® Holdings, Inc. Job russ Truss Type Qty Ply teesdaleremodal 2-0-0 CSI a (loc) I/deft Ud PLATES GRIP v R17982908 TEESDALE B COMMON 11 1 MT20 220/195 TCDL 10.0 . Lumber Increase 1.25 BC 0.43 Vert(TL) -0.24 Job Reference o tional _ cnveawr nvmaa, a.mnne, �.n avaw �_ k o.., �.� "��•-•��• •-. ••-...a �� •-.-••.--••-- • tea- i 5-11-3 11-2-10 161.0 , 21.91 i 27-0-13 33-0-0 35-0.0 5.11-3 5.31 5.31 5-3-6 5.31 5.11-3 2-0-0 - Scale=1:57.1r 4x4 = d. 4 3x6 = 12 11 10 9. - 3x6 = 3x4 = 3x4 = 5x5 = 3x4 r 4f 6.11-14 13-3-15 I 19-8-1 26-0.2 33.0-0 I 6.11-14 ' 6.41 6.4-1 6.4.1 s- - 6.11-14 Plate ulfsets my): 1 REACTIONS (Ib/size) 1=1168/0-5-8,7=1291/0-5-8 Max Horz1=-43(Icad 3) LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.23 Vert(LL) -0.10 11 >999 ; 360 ' MT20 220/195 TCDL 10.0 . Lumber Increase 1.25 BC 0.43 Vert(TL) -0.24 10-11 >999 ' 180 BCLL 0.0. %Rep Stress Incr YES WB 0.25 Horz(TL) 0.08 7 n/a , n/a,,,, , BCDL 10.0 Code UBC97/ANS195 (Matrix) . _ .Weight: 153 Ib LUMBER t. BRACING t TOP CHORD 2 X 4 DF No.1&Btr G TOP CHORD Sheathed or 4-0-14 oc purlins. BOT CHORD' 2 X 4 OF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 OF Std G .'+ • r. yG�y� 9919 `August 23,2005 A WARNING - Verth deeidgn parameters and READ NOTES ON THIS AND INCLUDED AUTER REFERENCE PAGE MU -7473 BEFORE USE. r - 7777 Greenback Lane m Design valid for use any with MTek connectors. This design is based only upon parameters shown, and is for an individual building component. Suite 109 Applicability of design paramenters and proper incorporation of component k responsibility of building designer- not truss designer. Bracing shown Caws Heights, CA, 95810�`r is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery,. erection and bracing, consult ANSIAP11 Quality Criteria, DSB-89 and BCSII Building Component _ I • Safety Information available from Truss Plate Institute, 583 D'Onofdo Drive, Madison, WI 53719. i 'M,.®k 1 REACTIONS (Ib/size) 1=1168/0-5-8,7=1291/0-5-8 Max Horz1=-43(Icad 3) case FORCES (lb) - Maximum Compression/Maximum Tension i TOP CHORD 1-2=-2491/0, 2-3=-2380/0, 3-4=-1820/0, 4-5=1817/0, 5-6=-2340/0, 6-7=-2462/0, 7-8=0/39 i BOT CHORD 1-12=0/2244, 11,12=0/1820, 10-11=0/1384, 9-10=0/1811, 7-9=0/2201 ') WEBS 2-12=-242/61, 3-12=0/496, 3-11=471/44, 4-11=0/609, 4-10=0/601, 5-10=-458/37.5-9=0/461, 6-9=-225/52 NOTES 1 1) Unbalanced roof live loads have been considered for this design. c 2) This truss has been designed for the Wind loads generated by 80 mph winds at 25 It above ground level, using 6.0 psf top, chord dead load and 6.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building; of dimensions 45 It by 33 It with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind: If ` porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard o oy.'--t�.: yG�y� 9919 `August 23,2005 A WARNING - Verth deeidgn parameters and READ NOTES ON THIS AND INCLUDED AUTER REFERENCE PAGE MU -7473 BEFORE USE. r - 7777 Greenback Lane m Design valid for use any with MTek connectors. This design is based only upon parameters shown, and is for an individual building component. Suite 109 Applicability of design paramenters and proper incorporation of component k responsibility of building designer- not truss designer. Bracing shown Caws Heights, CA, 95810�`r is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery,. erection and bracing, consult ANSIAP11 Quality Criteria, DSB-89 and BCSII Building Component _ I • Safety Information available from Truss Plate Institute, 583 D'Onofdo Drive, Madison, WI 53719. i 'M,.®k Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury ,_� 3/4' *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply Ll 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each TOP CHORDS other. t/g -► ♦- CZ C3 J5 3. Place plates on each face of truss at each o joint and embed fully. Avoid knots and wane V ZXO L4 at joint locations. U ,5 czJ U 4. Unless otherwise noted, locate chord splices 0- CL /. at' panel length (± 6" from adjacent joint.) For 4 x 2 orientation, locate ~ CB C7 C6 BOTTOM CHORDS 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates 1 /8" from• outside edge J 1 J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 9. Lumber shall be of the species and size, and x perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins ICBO 3907, 4922 provided at spacing shown on design. LATERAL BRACING SBCCI 9667,9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING Indicates location of joints at ® 14. Do not cut or alter truss member or plate without prior approval of a professional 4e� which bearings (supports) occur. engineer. MiTek® 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTek® Holdings, Inc. Job russ]Truss; Type Qty Ply teesdaleremodel . PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.16 • 817882907 TEESDALE AGE2 COMMON 1 1 ' Vert(TL) -0.03 26 n/r 90 c ' BCLL 6.0 Rep Stress Incr Code Job Reference (optional) tnaeawr names, gonna, s.h vaaoa 4 16-&0 4x4 3x4 = 4x4 13 1A 16-0. 35.0-0 ... 2-0-0 Scale = 1:57.9 3x4 = 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 21 3x4 = 5x5 = 33-0-0 Plate Offsets (X,Y): [1:0-0-0,0-0-0], [2:0-0-0,0-0-0], [3:0-2-8,0-3-0], [4:0-0-0,0-0-0], [5:0.0-0,0-0-0], [6:0-0-0,0-0-0], [7:0-0-0,0-0-0],.[8:0-0-0,0-0-0], [9:0-0-0,0-0-0], [10:0-0-0,0-0-0],, [11:0-0-0,0-0-0], [12:0-0-0;0-0-0], [13:0-2-0, Edge], [14:0-0-0,0-0-0], [15:0-0-0,0-0-0], [16:0-0-0,0-0-0], [17:0-0-0,0-0-0].[18:0-0-0,0-0-01, [19:0-0-0,0-0-0], [20:0-0-0 A n n1: re1.n n n n n_m ree•n n nn n m rein e an e m re.r-Ann n. n_m ree•n_n_n n_n_m rve•n_e_a na_r+1 reo•n_n_n n_n_m, rcn•n_n_n nnr+1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (toe) I/deft Ud . PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.16 Vert(LL) -0.02 26 n/r 420 -_ MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.06 Vert(TL) -0.03 26 n/r 90 c ' BCLL 6.0 Rep Stress Incr Code YES WB 0.04 Horz(TL) 0.00 25 n/a n/a - a Weight: 209 lb BCDL 10.0 UBC97/ANSI95 (Matrix) LUMBER BRACING TOP CHORD 2'X 4 DF No.1&Btr G TOP.CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 DF No.1&Btr G BOT CHORD Rigid ceiling directly`applied or 10-0-0 oc bracing. WEBS 2 X 4 DF Std G JOINTS 1 Brace at Jt(s): 49 OTHERS 2 X 4 DF Std G t 1 .. -p 0• REACTIONS (Ib/size) 1=81/33-0-0, 38=86133-0-0, 37=27/33-0-0, 27=108/33-0-0, 28=95/33-0-0, 29=98/33-0-0, 30=96/33-0-0;.31=96/33-0-0• • 32=96/33-0-0, 33=96/33-0-0, 34=96/33=0-0, 35=99/33-0-0, 36=78/33-0-0, 48=194/33-0-0, 47=54/33=A;0, 46=107/33-0-0, 45=94/33-0-0,44=96/33-0-0, 43=96/33-0-0, 42=96/33-0-0, 41=96/33-0-0, 40=98/33-0-0, '39=67/33-0-0, 25=237/33-0-0, 50=75/33-0-0�� Max Horz1=-43(load case 3) e Max Uplift28=23(load case 3), 30=-1 (load case 3), 40=-1 (load case 5), 25=63(load case 5) ��y�p 5 4 Max Gravl=81(load case 1), 38=86(load case 1), 37=53(load case 2), 27=130(load case 2), 28=95(load case 7) 29=98(load easel). 30=96(load case 7) 31=96(load case 1); 32=96(load case 7), 33=96(load case 7), 34=96(load case 1) 35=99(load case 7), 36=86(load case 7), 48=194(load case 6), 47=54(load case 6), 46=107(load case 1) 45=94(lo6d case 6), 44.=96(load case 1), 43=96(load case 6), 42=96(load case 1), 41=96(load case 1), 40=98(load case 6), 39=88(load case 6), 25=237(load case 1), 50=75(load case 1)s O, FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-34/25, 2-3=-26/15, 3 -4= -l7/25,4 -5=-l8/36, 5-6=17/46, 6-7=-17/57,7-8=17/68, 8-9=-17!79, 9-10=-17/89, 10-11=18/100, 11-12=-16/110, 12-13=-29/24, 13-14=-32/23, 14-15=-13/110, 15-16=-18/100, 16-17=17/88, 17-18=-17/76, ' b 18-19=17/64, 19-20=17/52, 20-21=17/40, 21-22=18/28, 22-23=-18/17, 23-24=-21/6, 24-25=-41/15; 25-26=0/39 BOT CHORD 1-48=0/58, 47-48=0/58, 46-47=0%59, 45-46=0/59, 44-45=0/59, 43-44=0/59, 42-43=0/59, 41-42=0/59, 40-41=0/59, 39-40=0/59 �ypFESS/0 38 39=0/59, 37-38=0/59 36-37=0/59;,35-36=0/59, 34-35=0/59, 33-34=0/59, 32-33=0/59, 31-32=0/59, 30-31 0/59; Q 29-30=0/59,28-29=0/59 27-28=0/58, 25-27=0/58 Q�� pONG WEBS 38-49=-59/0, 1249=-59/0, 37-50=0/0, 14-50=-75/0, 24-27=88/2, 23-28=63/22, 22-29=72/15, 21-30=69/16 20-31=69/1 19-32=69/16, 18-33=69/15, 17-34=-69/15, 16-35=-72/17, 15-36=-57/13, 248=-129125,347=-45/12, 4.46=76/16, C i 5-45=-68/15, 6-44=-69/16, 7-43=-69/16, 8-42=-69/15, 9-41=-69/15, 1040=-70/18, 11-39=-65/10, 12-14=0/85, 49-50=0/0 Cy m NOTES I 9919 T 1) Unbalanced roof live loads have been considered for this design. + * /30/0' 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 It above ground level, using 6.0 psf top chord dead to and 6`.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category !,`condition I enclosed building, of s dimensions 45 It by 33 It with exposure B ASCE 7-93',per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is,1.33 _ OQ• Continued on page 2 OFCAI�F r ' August 23,2005 ® WARNING-.Ver(fq destgn yarametere and READ NOTES ON THIS AND MCLr/DED WTEK REFERENCE PACE MU -7473 SEPoRE USE. - r h 7777 Greenback Lane m Design valid for use only with Wei connectors. This design is based only upon parameters shown, and 6 for an individualbuilding component. f Suite 109, 1 ' Applicability of design paramenters and proper incorporation of component b responsibility of building designer - not truss designer. Bracing shown Citrus Heights, CA, 95610 'Is for _lateral support of individual web members only. Additional temporary bracing to insure stability during construction Is the responsibilriy of the , ,4 erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding ; fabrication, quality confrot storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Butiding Component i�®�• Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive. Madison, WI 53719. ( 1 • Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury 3/4' *Center plate on joint unless ,4_1 dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each t/g TOP CHORDS other. W c2 c3 J5 3. Place plates on each face of truss at each o c, joint and embed fully. Avoid knots and wane i O ZX at joint locations. U �5 U U 4. Unless otherwise noted, locate chord splices at'/. panel length (± 6' from adjacent joint.) • For 4 x 2 orientation, locate ~ ce c7 c6 1 O BOTTOM CHORDS 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates 1 /8" from, outside edge J 1 J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 9. Lumber shall be of the species and size, and x perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins ICBO 3907, 4922 provided at spacing shown on design. LATERAL BRACING SBCCI 9667, 9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING Indicates location of joints at 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. d 4 49 111113 engineer. MiTek® ® 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTek® Holdings, Inc. 0 Job MSS MSSype Qty�Ply teesdaleremodel ' R17982907 TEESDALE AGE2 COMMON 1 1 Job Reference (optional) enaeawr names, umvme, �^ sosw NOTES 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to Wind (normal to the face), see MiTek "Standard Gable End Detail" 4) All plates are 1.50 MT20 unless othenivise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) A plate rab_ng reduction of 20% has been applied for the green lumber members. 9) Bearing at joint(s) 50 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. LOAD CASES) Standard WARM*; - FerM design parameters and READ NOTES.ON, THIS AND INCLUDED AUTER.REFERENCEPAGE DTII -7473 BEFORE USE. ` 7777 Greenback Lane- ®* Suite 109 DesignvaGd'for use only with:hLTek connectors: This`design is based only upon parameters shown, and is for an individual building component. - Citrus Heights, CA, 9561 App6cabifity of design paramenters and proper incorporation of component is responsibility of building designer- not thus designer. Bracing shown is fo(Weral support of individual web members only. Additional temporary.bracing to insure stability during construction is the responsibillity, of the d erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ' ANSI/rPil Quallty Criteria, DSB-89 and BCSII Building Component m Safety Information available from Truss Plate Institute, 50 D'Onobio Drive,' Wads,�,on, WI 53719. �, ,ek " , ♦ ) Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury 4_1 3/4*Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each t/$ TOP CHORDS other. t/e'-► ♦- C2 C3 JS 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane 05 3 O at joint locations. �+3 U �5 U 4. Unless otherwise noted, locate chord splices CL at 1A panel length (± 6" from adjacent joint.) For 4 x 2 orientation, locate ~ C8 C7 C6 BOTTOM CHORDS 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates 1 /8" from. outside edge J 1 J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 x 4 to Second 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins ICBO 3907, 4922 provided at spacing shown on design. LATERAL BRACING SBCCI 9667, 9432A 11. Bottom chords require lateral bracing at 10 i ft. spacing, or less, if no ceiling is installed, Indicates location of required - - - WISC/DILHR 960022W, 970036-N .. _- . unless otherwise noted. ._continuous lateral bracing. NER 561 - 12. Anchorage and / or load transferring connections to trusses are the responsibility of ' - - others unless shown. - j •ti 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING _`" � ' �� Indicates location of joints at ��® 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. engineer. MiTek® ® 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTek® Holdings, Inc. f PERMIT NO. -2010-84B P E M PERMIT EXPIRES - OWNER BOB & KATHY GEORGE CONTR. Scribner Const, Live Oak ASSESSOR PARCEL 28-13-26 LOCATION W/S Pleasant Grove @ inters Drobish 1 y Road, Bangor area i 6 i OFFICE COPY t ! AddressM- GAS t �•- •_�:ti � Meter' By '+' `�` Date":.� ELECTRIC .Meter y Dat u Temp. Power Pole Called PG&E Temp. Elec. Service Called PG&E Temp. Gas Service Cal led PG&E JOB FINALED (Dat v •s Signature I -A v d OK f Not OK = Not Applicable MOBILEHOMES MISCELLANEOUS Not Ready Date MOBILEHOME UTILITIES (Plans) OK except q's 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch Date DECKS, COVERS, CARPORTS, ETC. (Plans) OK except a's 1. Zoning Requirements -Setbacks -.Easements 2.' Footings; Size -Depth -Spacing -Connectors 3. Sewer; Location -Test -Fall -C/0 -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 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Gas; LocatiorrTest-Wrap:/ /"L"ft./ /"Nat.or/ /"L"ft./ /"LPG 7. Utility Clearance 6. Carports; Windows -Doors 7. Elec. Card -BI Card -BI Date Date Card -BI Date Date Card -BI Date MOBILEHOME INSTALLATION (Plans) OK except N's 1. Zoning Requirements -Setbacks -Easements Card -BI Card -BI Date Date Card -BI Date Date Card -BI Date POOLS (Plans) OK except H's 1. Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 2. Soils; Compaction -Structure Stability 3. Gas; MH Test -Demand -Valve -Connector 3. Pool Structure; Steel -Connections -Thickness -Dead Men -Lining 4. Elec.; Receptacles and Lighting; Distances-GFI 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 5. Elec.; Pool Lighting; 15 volts-GFI 6. Water; MH Test -Regulator -Connector 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Water and Sewer Connected -C/0 to Grade -HD Approval 7. Elec.; Bonding; Metal w/5' -Circulating Equipment -Heater 8. Gas and Electricity Tagged 8. Elec.; Grounding; Equip. w/5' -Circulating Equip. -Pool Lghtg. Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 9. Exits; Insp.-Sketch 10. Cert. of Occupancy 9. Health Department Approval 10. Plumb; Cir. Test -Water Supply Test Card B-1 Date Card -BI Date Card -BI Date Card -BI Date Card B -I Date Card -BI Date I Card -BI Date Card -BI Date A J = OK 0 = Not*OK — = Not Applicabke , * = Not Ready RESIDENTIAL (Single and Duplex) Date UNDERF OOR ns OK exce ta's Date FRAfu CG (Continued) oning requirements—Setbacks;;Easements A. 4 . P operty Line Firewall & Openings t , Main; Soils—Steel—E — / /" Ftg. Depth . Ext. Doors—One 3'—Check Garage -3rd story, 2 exits U-IFtg., Garage; Soils—Steel " Ftg. Depth 50 Stairs; Width—Headroom—Rise—Run—Landing—Fire Protection Ftg., Porches & Decks; Soils—Steel— / ' /" Ftg. Depth Plywood on Roof Overhang—Attic Vents—Rafter Outriggers e IIs, Main; Steel—Blockouts—Wrapped—Slab 52. Siding—Nailing—Veneer temwalls, Garage; Steel—B lockouts—Wrapped—S lab 53 Stucco Mesh—Drip Screed—Fdn. Vents—Underflr. Access &Qkie Fireplace Ftg.—Steel 5"lp2ing Area—Glass Protection—Skylights—Plastic i .V.: Fall—Fittings—Test-2 way C/0—Sewer Test hear Walls; Nailing—Bolts G ipe; Size—Anchors ater Pipe; Test—Anchors—Regulator—Service Test c; Un erground lenu s; Clearance—Material—Support—Ins. irders—Sills—Anchor Bolts—Joists—Vents—Cripples Card- G -BI Date Card -BI Date Date Card -BI Date Card -BI Date Card -BI Date C d- I Date Card -BI Date Date FIN (Pns) OK except q's d ate Card -BI Date Date P ING (Permit) OK except q's xt. Steps—Door & Sidelight Protection—Landings . Smoke Detector e Access—Combustion Air 56o.1 -Furnace; Vents—Clearance—Comb. Air—Connector- Garage; Above Floor—Ducts—Mech. Protection 1 ater Pipe; Test & Anchors—Nail Protection V:; Test F & Anchors—Nail Protection 5 room Exiting 1 ower Pan; Tes , irst Floor—Tub Access EV .I. & Bath Fixtures & Tub Access 18. Test Tub & Shower, 2nd Floor—Tub Access . �,tec. Trim & Subpanel; Breaker Sizes—Labels 19. Gas Pipe; Size & Anchors . Stairs & Rails fireplace or Stove; Clearances -Hearth fzlt'c. Outlets at Wood Panel; Int. & Ext. Card -BI Dat Card -BI Date . Fixt. & Appliance; Grnd.—Air Gap—Cooking Clearance C d -BI Date _Card -BI Date ec. Outlets & Receptacles at Kit. Counter Date ELECTRICAL Pe t OK except N's Garage Fire Door; Swing—Landing—Closer A. . Duct in Garage—Damper tr. Htr.; Vents—Clearance—Comb. Air—Connector—P.R.V.— Garage; Above Floor—Mech. Protection 2 Fixture & Transformer Clearance—Ins. Protection 24-'n Elec. Receptacles Spacing—Lights &Switches at Doors ., Elec. &Mech. Equip. Listed for Location 22 --Size Boxes & No. of Conductors—Stapled W40.0'lec. Receptacles in Garage; (G.F.I.)—Romex Protec. omex Installed Close to Edge of Studs & C.J. 72. Insulation—Foam—Looked in Attic es Equip. Ground made up w/Mech. Fasteners—Bond Gas & Water 7PITuard Rails &Deck Construction—Post Caps 2 Appliance Circuits in Kitchen & Conductor Size 74. Fdn. Vents & Crawl Hole oor—Drainage & Wood -Earth Clearance Looked under Floor Yes 26. Subfeed Wire Size1Q-Wa. Cu or AI—A.C. Wire Size / / ga.u or Al 27. Range Circ. / / ga or AI—Oven Circ. / / ga. Cu or Al, Insulated Neutral V'lfs 0 N 75. Following ins Drive es ❑ No; Walks es E] No; Planters r1yes ❑No 28. Service—Riser Conductors & Ground—Main Disconnect 76. Stucco; Brown—Finish 4)c" uip. Clearances; Panels—Motors—Mech. Equip. 7 . Unit; Disconnect—Clrnces—Brkr. & Cond. Size -115V Outlet 3 Clothes Closet Light—Shower Light 4Z# Vents Above Roof; Plbg.—Appliance—Firepl.—Clearance to Opngs. ater Well; Disconnect, Electrical, Plumbing terior Elec. Trim; G.F.I. Receptacle—Underground ntilation throughout House Card B -I Date Card -BI Date Card B -I Date Card -BI Date ss Protection Date MECHANICAL (Permit) OK except q's Corrections from Previous Inspections (Q as Test—Meters Tag d; Gas—EI ric ter & Sewer Connected—C/O to Grade—HD Approval 3 A.C. Ducts; Insulation & Support Fan; Exhaust above Insulation Energy Compliance Certificate—Other Certificates Condensate Drain & Overflow; Size & Grade urnace—Vent; Access -Comb. Air etur i ' 115V outlet �357—Attic Access & Platform if Furnace in Attic Card- I Date 0— and -BI Date C BI Date and -BI Date Card -BI Date Card BI Date Comments at Final: Card -BI Date and -BI Date Card -BI Date .. Card -BI Date Date FRAMING PI s OK except q's IIs; Proper Material & Anchors IIs; Studs—Nailing, Spacing & Bracing—Plates—Sound Bearing Walls over Girders & Floor Nailing i� raft Stop in Walls (rat proof) Fire Stops; Furred Ceilings—Stairs—Chases—Tub Header & Beam—Size & Bearing 4 angers—Post Caps—Anchors—Gonne tors 1—)444 4 -Joist—Rflr. Ties— Purl in—Roo rac. Shthng.—Rfn_g._ _ ireplace Ties or Type A Flue -Fireplace Throat 'c Access; Size & Romex Protection—Draft Stop—Ins. Baffles ZnRdrm. Windows or Exiting Doors—Sill Hgt. & Dimensions arage Fire Protection Framing (NOTE:Anentrymust be made each time youvisit jobsite) Owner-:+ L.yepre,,Permit No. ENERGY CERTIF ICAT ION LOCATION A.P. No. DESCRIPTION OF INSULATION ROOF MI `� Material M ! Iii- Brand Name Thickness(inches) Thermal Resistance (R Value) EXTERIOR WALL Material 6,OPT-ACE$irand Name 30 ►t--1 " A-Q&✓i Thickness(inches) Thermal Resistance(R Value) 12;1 CEILING Batt or Blanket Type �"� Brand Name JOiAIyS HANV 1 U-1=- Thickness(inches) " Thermal Resistance(R Value) Loose Fill Type Brand Name Minimum Thickness(Inches) Number of Bags Wt. per bag lb. Area covered(ft. ) Thermal Resistance(R Value) FLOOR, ELEVATED Material 1999, Thickness(inches) FLOOR, SLAB Material Thickness(inches) Width(inches) FOUNDATION WALL Material Thickness(inches) Brand Name h&y> HANK "- Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value) I hereby certify that -the above insulation was installed in the above building in co formance with the State of Califorzaa Energy, Requirements. c 35 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. r FIRM NAME/OWNER (Please pr' t) STATE CONTRACTOR'S LICENSE NO. • , r l� - 2& g� SI NATURE OF GXWFGdo 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 0 T (1Z IN COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 534-4541 Skyway and Elliott Road, Paradise— Phone: 872-2961, Ext. 57 CORRECTION NOTICE MIT 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. COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 534-4541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE 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. 4 `Uy Inspector -� �-�✓'Date'" ��!' " c� �iy COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS, 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 5344541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE 71 nwKif=P PFGKAIT Kin 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. r Inspector F Date COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS, 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 534-4541 Skyway and Elliott Road, Paradise— Phone: 872-2961, Ext. 57 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matte or need additional explanation, please contact this office immediately. Inspector Date COUNTY OF BUTTE ` DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 534-4541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE OWNER PERMIT 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. �, ,./tom irin ..�-�• • i /� � ,l .�`; > : I,�?-: � �'�i �,1=�1- t- i Inspector�—;00!y-.l7 / �� `-' Date } L� ,.n: ncr C - L.QDeor c, Pcrnii.t. No. E N E R G Y C E R T I F I C A 'T I O N Qa? - 13 - 0-0-�6- LOCATION A.P. No. DESCRIPTION OF INSULATION ROOF Material ')4 Brand Name Thickness(inches) 'Thermal Resistance (R Value) EXTERIOR WALL Material aterial t-i('� C ►2 ( ��`>j �Cr?/Av-j-'C'I(if�and Name- �k.: it-) Kil t -,j&� I k Thickness(inches)�:�� Thermal Resistance(R Value) K -!:t L CEILING Batt or Blanket Type_ • y.. , -' Thickness(inches) ` ' Loose Fill Type Minimum Thickness(Inches) Area covered(ft.2) FLOOR, ELEVATED Material---j`11'("� Thickness(inches) FLOOR, SLAB Material Thickness(inches) Width(inches) FOUNDATION WALL Material Th ic�nes.9(inches) Brand Name( - Thermal Resistance(R Value) (7_ L,7rand Name Number of Bags Wt. per bag lb. Thermal Resistance(R Value) Brand Name ,- L- \v i l_1.. . Thermal Resistance(R Value) `9 Brand Name Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value) I hereby certify that the above insulation was installed in the above building in conformance with the State of California Energy'Requirements. 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. FIRM NAME/OWNER (Please pr' t) STATE CONTRACTOR'S LICENSE NO. SIGNATURE OF GENEICAL CONTRACTOR OWNIER DATE THIS CERTIFICATE MUST BE ON FILE WITH TH'- BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL AND A COPY SHALL BE 'POSTED WITHIN THE BUILDING. January 1984 Jt COUNTY OF BUTTE -DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, California 65 - Telephone 916/534-4541 Zd _ APPLICATION AND PERMIT ASSESSOR P!gRCELNUMBER /_ ZONING BUILDING PERMIT CZ OWNER 08 I T�-�Y _O"Co TELEPHONESQ. F OCC. BUILDING VAL ATIO OWNER'S MAILING ADDRESS O X20 c;�Gf21 RR*/�L12 C'�1� ST —I OIJ g!yH r o TOR'S MAILING +DD ��U O �/P� %R V% Fireplace00075S-7, CONSTRUCTION LENDER UNKNOWN/ t� Total Valuation $ 7,&,.7 Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ g , 0-0 AR HIT C OR ENGINEER /ki am C_ LICENSE NO. PlanChecking Feeee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ BUIL AD E _45A J I (2o OF, PLUMBING PERMIT Filing Fee 10.00 10 '!I_c/(3tSN P^nom iw F—�rTY Each Trap 2.00 ,0.0 Solar Water Heater 20.00 n - 1 / ,/� /n� �,��'�� Fi'IVI 0iZ_ �t J'�t Water piping 5.00 5 -off LOT NO. SUBAnD.IVISIO''ryry A NAME CC� Tf AC PARCEL MAP 3S'1-3 Each qas water heater or vent (� 5.00 S,Ot7 Gas piping system 1 - 5 outlets 5.00 -rD USE OF STRUCTURE SF Duplex ❑ Mobi lehome ❑ Other SPECIFY Building sewer 5.00 Mobile Home S G W 10.00 e TYPE OF WORK New Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: Ll Permit Fee Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100V OR LESS 100 AMP OR LESS 10.00 0.66 7 Main service EA. ADD'L 100 AMP 2.50 12'S-0 NEW CONST. DWELLING O) OR ADDNS. ACC. BLDGS. 2t�2Q$q ft Sae 0 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full rce and effect. -) �� 3 ® License No. Classification Z ❑ 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 CONSTR ULTI.OUTLET 2.50 ea NON.RESID BRANCH CIRC ITS NEW CONSTR. (POWER APPARATUS &) NON.RESID, (SINGLE OUTLET CIR. / ExTS Ex. OccupFIXTURESSAL®300 POR FIXED R EX. OCCUp. OUTLETS (RESID,)EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ , Contractor MECHANICAL PERMIT FiIingFee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. FP/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 the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Heating .� 6A— (,l"P Cooling Hood 3. 00 3r &V Ventilation permit Fee $ I's -_616O Contractor 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, osts, and expenses which may in any way accrue agai said County in c equence of the granting of this permits %� Date 6-2i- g4 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 height. Mobile Home Installation Fee $ IAf$ - TOTAL PERMIT FEE $ 2 J� occu P. GROUP I TYPE 0, CONST. V N PARCELJ PD YHD 199UE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTOR OF PUBLIC By P MIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date7—/ i—(d���Y -"7—/��rr t��_ Receipt No. ZS201 WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT L ` COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFOR*IIA 95965 - TELEPHONE: 916/534-4541 PERMIT APPLICATION DATA SHEET Permit No. 1 OWNER K—i{ 1 I ! cnoaU �_- A. P. No. Proposed Building Use �� -1r- Permit Fee Based Upon Complete Contract Price DPW Valuation Othe�p.l.a•in) 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. . . . . . . . . . . 3. Complete plans in duplicate/triplicate. . . . . . . . . 4. Complete engineered plans and calcs. . . . . . . . . . 5. Plans with Energy Design Compliance Statement. . . . . . 6. State Energy Forms No. 7 Statement of Intent for Non -Heated and AC Buildings. 8. Fees of $ . . . . . . . . 9. Letter of signature authorization. . . . . . . . Sanitation approval from Health Dept. } X11. Planning approval for (A) Use: (B) Parking: 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. Mobilehome Installation D ta.., Pre-Insp c. request to • �� 7. Pre -Inspection for Po'� • Required. su;� I s eC (Date) Others When you issue the permit, process as follows: Mail to owner. Mail to contractor. I"' Telephone 9.5 _ J � and(ho d for pickup at 1- ^ office. Deliver w/inspector. Other r Applicant � /�'�.�'-2Date Copy of plans sent Health Dept., Fire Dept., Other Date During the plan checking process, the following data must be submitted prior to permit issuance: (For required items not checked above at time of�licat.io , circle item.) 1. Index permit for above Items No. 2. Additional items required: (Contractor, Designer, Owner) was advised of above required data by Telephone Mail Other By Date Copy—DPW To: Building Department IQ Fro::: environmental Health Su;ectc Saniation Clear,)nce S firppt-_ s .-w 3 - C),;- - C2 6 . O%:rner Location � f «f_4 'r Plan unproved for: Sewage disposal grater supply Hole. final for: eater supply Final clearance O.K. for:water sunpl;% Clearance for. bedrooms home. Other NO 1,J], # S � I arian Date . �. .w ,. :r%:ir.,•......-.,_' ... ..:.7::sati.4'4ai�n"s.::.N,s1Wo-i.�c�:. io�.,..:i......:+:YAniGwv.•+...',... .., ..�..»,., ... +.. Return to DPW AGRICULTURAL STATEMENT QY ACKNoWi;E_U_G1: !ENT -AL KEvOf:._ FOR RESIDENTIAL DEVELOPMENT ''t''TE C0t1A1TY-(;a:, Section 26-8.1 of the Butte County Code requires this acknowledgement^DS REQUE 7 Tfl- be recorded prior to issuance of a building permit. J� �r � � � 1f�flQ'! The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this 9PE property may be subject to inconveniences or discomfort arising from 94-23GAr"'S the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural zones which have as a priority use for productive agricultural purposes, and residents within said zones and on adjacent property should be prepared to accept such inconvenience or disconform from normal, necessary farm operations. All that real property situate, in the'County of Butte, State of California, described as follows: A Portion of the Northeast quartet of Section 5, Township 17 North, Range M. D.B.'& M. , being More particularly described as follows: OMM�ING at the Northwest corner of the Northeast quarter_ of the Northeast quarter of said Section 5 and running East along the North line of the said Northeast quarter of the Northeast quarter, a distance of 546.71 feet to the true point of beginning for this;, �iption:-thence South and parallel with t West line of said Northeast quarter of the Northeast quarter, a distance of 466 75`feet; thence Easterly and parallel with North line of said Northeast quarter of the Northeast quarter, a distance of 784.05 feet to the East line of Section 5; thence North along the East line of said Section 5, a distance of 466.75 feet to the Northeast corner of said Section 5; thence South 87 56' West along the Northerly line of said Section 5, a distance of 784.05 feet to the true point of beginning. Date: PROPERTY OWNERS: State of raI i f a ) On this the 9( day of Jimp 19q_, before SS. me, the undersigned Notary Public, personally appeared County of Butte ) Personally known to me. Proved to me on the basis �s, of satisfactory evidence. �E``��+� y �'`='�1 `t`Tfi o be the person(s) whose names) s subscribed to NOTA','Y K' ;LR"-r:AUI CA!•i!A the within instrument and acknowledged that they nnV co,.,mi-sionfr;ti,us:un. 1. 1y+6 ixecuted the same for the purposes therein contained. _,.,..rr,.�•larryo`a�a""s""�'•'''"'�"N WITNESS WHEREOF, I hereunto set my hand and official seal. Notary Public Present A.P. No. 2$-13-Z& RESIDENTIAL PLAN CHECKING GUIDE (S.F., UPLEX, & MISC. ONLY) Bldg. OWNER (/ rl cc A.P. A. GENERAL zoning requirements (sideyards and parking). Valuation. _3q Signature by R.C.E. or Architect (if required). B: PLOT PLAN Complete parcel size and dimensions. Setbackp, sideyards, easements, etc. Other buildings or structures. "4 Grading, fills, drainage. Permit # '22L/7 C. FLOOR PLAN Complete to scale plan with dimensions. V.2 Required windows for light and ventilation (Sec. 1405). ;a, Required windows for second exit (Sec. 1404). A Allowable glazing for energy requirements (20% max. per State law). ,5!' Human impact glass (Sec. 5406). -. Cf Required room sizes, ceiling heights (Sec. 1407). G.F.C.I.'s in baths and exterior outlets (Sec. 210-8). A -r Light fixtures, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. Locations of water heater, heating & cooling equipment, other electrical or gas equipment, and plumbing fixtures. • Garage firewall, door size, and closer (Sec. 503(d)(4)). 1 - 3'0" exterior exit door (Sec. 3303d). I -r-. Fireplace location. _V, ..1.3' Smoke detectors (Sec. 1413). D. STRUCTURAL DETAILS ,7.-' Foundation plan complete enough to construct building. ,2^ Floor construction details complete enough to construct building. .3-- Elevations and wall construction details complete enough to construct building. f.. Roof construction details complete enough to construct building. Fireplace construction details and calcs if over one-story in height. Sufficient data and details to satisfy energy insulation requirements (State law). E. MISCELLANEOUS ITEMS TO LOOK OUT FOR CCX plywood on exposed locations and overhangs. Stairway details (Sec. 3305). +l�. Guardrail details (Sec. 1716). Brick or stone veneer (Chapter 30). .or. Exterior plaster - weep screeds (Sec. 4706 & 4708). 6 Proper roof pitch for roof covering (Chapter 32). Rafter ties or bearing ridge beam. -81 Garage door or porch header sizes. ,k"Adequate bracing. 1< Living area over garage - complete 1 -hour separation required including supporting walls and posts, etc. �4. Two (2) exits on three-story dwellings (Sec. 3302). r: —�--• �:: yam. . c- _ T A i'N! �; a T ll r „ L ..W'E A. L T h'..' A r. DJ E A,;! T -Y DEPAR`TMENT- OF -PUBLIC' WORKS WILIIAM,(8i11) CHEFF, Acting Director 7COUNTY CENTER DRIVE, OAOVPLCE. CA'LIFORMA 95505 Fione:.(416) 534-4fi81 Telep - . 3. 1o84 Robert' L. George., RE: A 28 1372. :3345 Stauss:Ave. Application.'' for Determination `Oroville,.CA .95965. Dear' Thr. George:. Enclosed p.lense .:fi a a copy of the Cei tiificate of Compliance is -sued ` by the Butte CourtyDepartment of Public r+'orks ; which. was: recorded on:. July 3,: 19b4 in .Book. 2062 Page. 390 ..i n .t tie Office of t l: . Butte County Recor3or:. Should you any. gUQstions regarding this Latter,- :please, cor:tact .have this office.. . Very trii v your4,, tJillia:>_ Cheff Director of -P•abllc Forks Jo �n Mendq . s' istaftt Direc or. ; ... J 1.1d s enclosui-e c.c, Hea_I_tl Depaxtment Buildimi Depar.tmen RETURN TO: l is Works t Land-Development Section ef CERTIFICATE .OF COMPLIANCE Issued to: Robert L. George 3345 Stauss.Avenue Oroville., CA 95965 This Certificate of Compliance is hereby iss:ued'by the County of .Butte to, certify that the: land division which created the parcel' of property identified.below complies with the applicable provisions of the Subdivision. Map Act.and of Chapter 20 of the Butte-County ,Code. ' l:. Property location: on the S'W corner of the intersection of Pleasant Grove and Drobish Rd. Bangor area. ' 2. Assessor's `Parcel •Number: 28-13-26 Description: All that certain property located in the County of Butte, - State of California; : more ,particularly described as follows: Lot 1, according to that certain Map entitled, "A'ZEVEDO TRACT", which Map was filed in the office of the Recorder :of the County of Butte, -. State of California, April 28,.1967, in Book 35. of Maps,.at'pages 13 and 14. r' r-»- Pbeu Jut .3 b}} i44 a rt • li 4 p LekP�`-.R �R ?iii r`e e� Pet 84---2411. .Issuance of this Certificate is conditional upon the following conditions which have been imposed pursuant to the Butte County Code Chapter 20-166. and Government Code, Section .6640.35 (b), to protect the public health and.public safety.: NONE County of Butte Subdivision:Violation Committee C3 .. yc. rn l% -v LD 1400 'END OF DOCUMIENT FORM RESIDENTIAL ENERGY PLAN CHECK/INSPECTION SUMMARY �wner Climate Zone Permit No. �D/6 •rr�i Floor Area Compliance path: Package ❑ A ❑ B. ❑ C RfPoint System ❑ Budget ❑ Other MIN (D) Moveable R -VALUE DESCRIPTION REQ'D ftZ Description INSTALLED ITEMS (1) INSULATION: ® Roof/Ceiling ® ❑ Wall --1�•y ❑ - Area Slab Floor Perimeter ® R= Raised Floor his MC= (2) INFILTRATION• ❑ (A) A vapor barrier is required in climate zones, 1, 14 & 16. ® Type (B) All manufactured windows and sliding glass doors shall meet the - Area Ft.Z 1972 ANSI Air Infiltration Standards and shall be certified and R= labeled. ® (C) All swinging doors and windows leading to unconditioned areas shall be fully weatherstripped. Type BUTTE COUNTY Ft.2 HC= Tight - the above standard features plus: ❑ MC= (D) Continuous infiltration barrier BUILDING DEPARTMENT ❑ (E) Electrical outlet plate gasket ❑ ❑ [�� (F) Air-to-air heat exchanger APPROVED (3) GLAZING: /`"�ROVED HC= R= (A) Location MC= Location Area Glazing %Floor Area Single Double Triple ® Total Bldg ,� �!!/y.0 x_ ❑ Type North 70 ® Ft.2 East R= South ® West 6 0 3.4/ ❑ Skylights Type. (B) Shading Ft.Z . Shading MC= Coefficient Description ❑ East ❑ South ❑ West ❑ Skylights ® (C) South Overhang Length of projection _L_ft. Description ❑ (D) Moveable insulation: Area ftZ Description (E) Thermal mass ❑ Type - Area Ft.2 HC= R= MC= Location ❑ Type - Area Ft.Z HC= R= MC= Location ❑ Type - Area Ft.2 HC= R= MC= Location ❑ Type - Area Ft.Z HC= R= MC= Location ❑ Type - Area Ft.2 HC= R= MC= Location ❑ Type. - Area Ft.Z HC= R= MC= Location 7/83 j FORM ❑ (4) MASONRY AND FACTORY -BUILT FIREPLACES shall be equipped with tight fitting closeable metal or glass doors covering the entire opening .of the firebox; a combusion air intake equipped with a readily accessible, openable, and tight fitting damper to draw air from the outside of the building; and a tight fitting flue damper with a readily accessible control. L] 0 *1(5) HEATING, VENTILATING; AIR CONDITIONING SYSTEM (A) Heating Central Gas Furnace (brand and model number) Btu/hr (heating capacity) Heat Pump. _ (brand and model number) Btu/hr (heating capacity at 47°F) Active Solar model number SE ACOP type (liquid or air) Collector brand and ft2 solar fraction collector area collector orientation collector tilt rated y -intercept rated slop•e'' -, ® Other Gf/e *1 (B) Cooling ❑ 1Electric Air Conditioner 0 (de#cribe ) (brand and model number) Btu/hr (cooling capacity at 95°F) Electric Heat Pump Btu/hr (cooling capacity at 95°F) Other (seasonal EER) EER (describe) 91 (C) A TWO-STAGE THERMOSTAT, which controls the supplementary heat on its second stage, shall be required for heat pumps. ❑ (D) AN AUTOMATIC SETBACK shall be provided for all thermostats, except those controlling heat pumps. (E) AN INTERMITTENT IGNITION DEVICE shall be provided for all gas-fired fan type central furnaces, gas-fired fan type wall furnaces and gas cooking appliances. Q� (F) BACKDRAFT DAMPERS shall be provided for all fan systems exhausting air to the outside. ® (G) DUCT CONSTRUCTION & INSULATION. All transverse duct, plenum, and fitting joints shall be sealed with pressure sensitive tape or mastic to prevent air loss and shall be insulated to conform to the provisions of Section 1005 of the UMC, 1976 Edition. 7/83 2 ' FORK 1 (6) DOMESTIC WATER SYSTEM ® -(-A) Gas Only Gallons L e. (brand and model number) (tank size) ❑ Heat Pump w/Electric Backup (brand and model number) Gallons (tank size) 13 * 2 Active Solar (collector brand and model number) (rated y -intercept) (rated slope) (solar fraction) ft '"(backup heater type, brand and model number) (collector area) (collector orientation) (collector tilt) ❑ Location of Solar Panels ❑ Other (Describe) ® :(B) TANK INSULATION. Storage type water heaters and storage and backup tanks for solar systems shall be externally wrapped with R-12 insulation or greater. ® (C) PIPE INSULATION. The five feet of pipe closest to the water heater and outside conditioned space shall be insulated with a minimum of R-3. Steam and steam conditioned space shall be insulated with a minimum of R-3. Steam and steam condensation return piping and recirculating hot water piping outside the building envelope shall be insulated in accordance with T20 -1408(d).- ® (D) FLOW RESTRICTORS shall be provided for showerheads and faucets as outlined in the new appliance efficiency standards and shall be certified to the Energy Commission. I (7) LIGHTING ® (A) Lamps used in luminaries for general lighting in kitchens and bathrooms shall have an efficacy of not less than 25 lumens per watt (usually florescent). *1 Submit documentation of sizing heating and cooling equipment by Manual J, sizing charts (form.#4) or other approved methods, section 2-5352(g), and fill out the following: Heating: Winter design temperature o? 0 °, elevation iNf/ppry ', heating load cY,,BTU elevation factor x heating load = maximum outlet capacity gas furnace BTU Cooling: Summer design temperature 10.0., cooling load ', .BTU *2 Submit T.I.P.S.E. chart or other approved system (form #5) to document sizing of solar panels. I$I DESIGN COMPLIANCE STATEMENT: The above building design meets the requirements of Title 24, Part 2, Chapter 2-53 of the California Administration Code. 7/83 IGNA RE F UILDI DESIGNER OR APPL CANT 3 ✓� ITEHS SHO Table 3-1. Slab Floor Points I ln�uls- I R -Value of Insulation I I t 'un I I Depth, I -� I Inches 1 0-2 1 3 4 1 5-6 1' 7+ I 0-111-5 12 - 13 I -5 I -3 -2 1 -1 16-191-5 1-2 1- 0 20 + I -S 1 -1 1 0 1 +1 7/7%83 Table 3-3a. Ceiling Insulation I R -Value of Insulation I Points I 19 ZONE 11 I Glazing Type I I I OWNER _ _ POINTS PERMIT NO. ASSIGNED ACTUAL 1. SLAB - INSULATION NONE �--- I 49 i +4 I I (U - I T 2. RAISED FLOOR - R-19 1 0.65).1 0.41)1 1 R -Value ofI I 0' I 0 I -1 3. CEILING - R-30 I ointsl 4. WALL - R-19 -- /--� •41 5. NORTH GLAZING - 2.4-3.6% �rG 1 I I I up to 1.3 I' +3 1 +4 6. EAST GLAZING - 2.5-3.6% _, 7 1 til 1 .43-.66 1 4-', 1 +2 1 7. SOUTH GLAZING - 1.6-3.6% 1 -2 S. WEST GLAZING - 2.9-3.6% 3, Y 1 3- 4 I -8 1 9. SKYLIGHT - 0-1.3% �- 10. SHADING (Exclude Overhang) I 4.7- 5.6 1 -8 1 EAST - /7 .6.7-.82 1G G `j I 8- 12 I -4' I SOUTH - .19-.42 jL,, 1 -10 i -6 WEST - 3f/y .13-.36 I 13 - 18 i T2 1 1 6.8- 7.7 .SKYLIGHT - / .37-.57 I -8 11. HORIZONTAL SOUTH OVERHANG 2' 1 7.8- 8.7 12. NOVABLE INSULATION - NONE 1 -8 'I 0 1 +1 I +3 I +6 I +7 8.8- 9.7 1 -1.7 I 13. INFILTRATION (Standard=0)(Tight=+12) -- g .14. THERMAL MASS SF -1S 1 15. GAS FURNACE (SE) 71-76% 11.3-12.7 1 16. `TEAT PU11P (EER) 7.5-7.9% X j' 7, +3 17. DUAL PACK (SE, SEER) 8,0-8.3/71-76% -23 _I 13. ACTIVE SOLAR 60% HIN (NONE) 19. ZONALLY CONTROLLED ELECTRIC �- -24 I 20. SOLAR WITH GAS BACKUP (HW) �- 21. OTHER - NO ELECTRIC (HW ✓� ITEHS SHO Table 3-1. Slab Floor Points I ln�uls- I R -Value of Insulation I I t 'un I I Depth, I -� I Inches 1 0-2 1 3 4 1 5-6 1' 7+ I 0-111-5 12 - 13 I -5 I -3 -2 1 -1 16-191-5 1-2 1- 0 20 + I -S 1 -1 1 0 1 +1 7/7%83 Table 3-3a. Ceiling Insulation I R -Value of Insulation I Points I 19 1 -4 " I I Glazing Type I I I I Sngl. I Dbl, I Trp!, Table 3-2. Raised Floor Points I Floor I 49 i +4 I I (U - I T Table 3-4a. Wall Insulation Points R -Value of Insulation 1 Points 1 11 I -7 ' 19 I <24 2 I ++2 - 30 I +3 Table 3-5. North -Facing Glazing Pts I I Glazing Type 1 I Total I i 1 I of I Sngl, Dbl, Trpl, I Floor I U- I U- l U- I I Ares 1 0.66 1 0.42- 10.41 1 1 1 1.10 10.65 I down I O +4 +� ♦4 I 0.1- 1.2 1 +4 +4 1 1.3- 2.3 I +1 I +2 I +2 1 I 2.4- 3.6 I -2 I 0 1 +1 I 1 3.7- 4.8 -4 I -2 I -1 I I.9- 6.1 -7 I '_-T- 1 -3 I I 6.2- 7.3 1 -9 ( -6 I -5 I I 7.4- 8.2 I -12 I -8 I -7 I I 8.3- 9.7 I -14 1 -10 I -8 i 1 9.8-10.8 1 -17 1 -12 1 -10 I 110.9-12.0 1 -19 1 -14 I -12 I 112.1-13.2 I -22 1 -16 1 -13 I 113.3-14.5 I -24 I -18 I -15 I j14.6-15.3 i -27 i -20 i -17 T.ht- I -A_ P...e-7.efn. rl.sfn. 9f._ WN - ZERO POINT - 2 SrI Total I I of I Glazing Type I I I I Sngl. I Dbl, I Trp!, Table 3-2. Raised Floor Points I Floor 1 (U - I (U - I (U - I T I Area 1 1.10) 1 0.65).1 0.41)1 1 R -Value ofI I 0' I 0 I -1 IPLi+nts I Lints I ointsl o .83 up i •41 9,4 1 I Insulation I Points I 1 I I I up to 1.3 I' +3 1 +4 1 +4 1 1.+1.1 1 til 1 .43-.66 1 +2 1 +2 1 1 below 3 1 -12 I ( 2.5- 3.6 1 -2 1 a 1 0 1 1 3- 4 I -8 1 I 3.7- 4.6 1 -5 1 - -2 1 -1 I I 5- 7 I -6 I I 4.7- 5.6 1 -8 1 -4 1 -3 1 I 8- 12 I -4' I I 5.7- 6.7 1 -10 i -6 1 -5 I I 13 - 18 i T2 1 1 6.8- 7.7 1 -13 I -8 1 -7 I 19+ I 0 I 1 7.8- 8.7 1 -15 I -10 1 -8 'I 0 1 +1 I +3 I +6 I +7 8.8- 9.7 1 -1.7 I -12 I -10 ( .58-.82 I I 9.8-11.2 1 -21 I• -1S 1 -13 i �y/ 1 11.3-12.7 1 1 -25 1 -18 I -15 I 12.8-14.0 -23 _I -21 I -18 I 14.1-15.3 1 -32 1 -24 I -20 I Table 3-7. South-Facinq Clazina Pte 1 Glazing Type 1 I • Total I 1 I I of I Sngl. I Dbl, I Trpl, I Floor I m - I (U - I (U - I I Area 11.10) 1 0.65) 1 0.41)1 I I oints I oints 1 ointsl o 1 +! +9 a 3 ( up to 1.5 1 +2 1 +2 1 +2 1 I 1.6- 3.6 1 -1 1 0 1 0 1 I 3.7:- 5.2 I -4 I �_ 1 -2 1 1 S -r-r5 I -6 I -4 1 -3 I 1 6.6- 7.7 I -9 I -6 1 -5 I 1 7.8- 8.9 I -11 i -8 1 -7 1 1 9.0-10.0 1 -13 1 -10 .1 -9 1 110.1-11.5 I -17 1 -13 1 -11 1 11.6-13.0 1 -21 1 =16 1 -14 I i 13.1-14.5 I -25 1 -19 I -16 i 114.6-16.0 I -28 I -22 I -'.9 I Table 3-8. West -Facing Clazinq Pts. I I '' Glazing Type I Total I Z of I Sngl. I Dbl. Trpi,l I Floor I (U - I (U - I (U Trp!.,, I Area 11.10) 1 0.65) 10.41)1 ( I oints I oints Iointsl 1 +6 +6 +6 I up to 1.3 1 +5 I +6 1 +6 I i 1.4- 2.2 ( +3 i +4 1 +5 I 2.3- 2.8 I 0 1 +2 I +3 I I 3.7- 3.2 I -5 I -7-1 +D 1 I 4.3- 5.0 1 -8 I -4 I -2. I 1 5.1- 5.6 I -10 I -6 1 -4 1 5.7- 6.2 I -13 1 -8 I -6 i I 6.3- 6.9 I -15 1 -10 I -7 I I 7.0- 7.6 I -18 I -12 I -9 1 1 7.7- 8.2 I -20 I -14 I -11 1 I 8.3- 8.8 1 -22 I -16 1 -13 I I 8.9- 9.5 1 -25 I -18 I -15 I I 9.6-10.1 1 -27 ( -20 I -16 I 110.2-11.0 1 -29 1 -23 i -17 1 111.1-11.8 I -35 1 -26 I -21 I 1 11.9-12.7 I -38 1 -29 1 -24' I 1 12.8-13.5 I -42 I -32 I -27 I 13.6-14.3 I -46 1 -35 1 -29 14.4-15.2 i -50 i -38 i -32 Table 3-9. Skylight Points 1 I Glazing Type I I Total I I I2 of Sngl, Dbl, Trpl, I Floor l U- l U- 1 0- I I Area 1 0.66- 1 0.42- 10.41 I I 11.10 ( 0.65 I down I I up to 1.3 I -1 I 0 1 0 I I 1.4- 2.2 I -3 I -2 I -1 I I 2.3- 2.8 I -6 1 -4 I -3 I I 2.9- 3.6 I -9 I -6 ( -5 I I 3.7- 4.2 I -11 1 -8 I -6 I I 4.3- 5.0 ( -14 i -10 I -8 I 5.1- 5.6 I -16 I -12 I -10 I I 5.7- 6.2 1 -19 I -14 1 -12 1 I 6.3- 6.9 I -21 I -16 I -13 I 1 7.0- 7.6 ( -24 I -18 ( -15 i 1 7.7- 8.2 I -26 I -20 I -17 I I 8.3- 8.8 I -28 ( -22 ( -19 I I 8.9- 9.5 I -31 I -24 i -21 I I 9.6-10.1 I -33 i -26 I -22 I ---- ---1-' -- J_ --.1. Table 3-10. Shading Coefficient Points I SC by I 1 Orien- I S Floor Area tation I +6 I' I East I I 3.2 1 i 0-3.1 6.4 up I ( 6o3 i 1 0 -.19 1 0 1 +1 I +2 I .20-.36 I 0' I 0 I -1 i .37-.66 i n I 0 I 0 I .67- 82 I o I o I -1 .83 up i 0 i -1 i -2 I South 1 0 1 3.2 1 6.4 18.0 19.6 1 I to 1 to I to ( to I up I 13.1 16.3 17.9 19.5 I I I 0 -.18 1 0 1 +1 i +2 I +2 I +3 I .19-.42 1 0 1 0 1 0 1 0 1 0 1 .43-.66 1 0 1 -11 J -2 1 -2 •I -3 I .3T Rjf l o l -2 I -4 I -4 I -6 West I .1 11.6 1 3.2 1 6.4 I 9.0 ( to I to 1 to I to I up 11.5 I 1 3.1 16.3 17.9 I I I I I 0-.12 I 0 1 +1 I +3 1 +6 I +7 .13-.36 I 0 1 0 1 0 I 0 1 0 .37-.57 I 0 1 -1 I -3 I -6 I -7 .58-.82 I -1 1 -3.1 -6 1 -12 I -15 .83 up I I -2 I I -4 1 -8 I -16 I -•70 I I 1 Skylight I .1 I .8 1 1.6 1 3.2 14.0 I to I to I to I to I to 1.7 1_5 I 3.1 I 3.9 ( 5.2 0-.12 1 0 1 +1 I +3 I +6 I +7 .13-.36 1 0 1 0 1 0 1 0 1 0 .37-.57 1 0 1 -1 ( -3 1 -6 I - .58-.82 I -1 1 -3 i -6 I -12 I -. .83 up I -2 I -4 I -8 1 -16 I -20 Table 3-11. Horizontal South Overhane Points South Glazing Length Out I Area, I of Floor I I from Wall I I I ft r I 1 0-6.3 I 6.4 up I I I I t 10.6 - 1.0 I 2 1 -3 i 11.1 - 1.9 I -1 I -2 I I 2.0 up I 0 I 0 I Table 3-12. Movable Insulation I Moveable Insulation I Area, S of Floor 0 - 5.5 I 0 I 5.6 - 11.5 I +2 1 11.6 - 17.5 I +4 I 17.6 - 23.5 I +6 I' >23.6+ I +a I . r Table 3-13. Lnfllttatlon Control Futures Points I Coatrol Features I Points I T- I I I Standard I 0 I ----------------- {•�� I 113.9 air changes per hr I I I I 1 T- I Tight I +12 I I I 1 10.6 air changes per hr i 1 I Table 3-15. Cas Furnace Without RefriReration Cooling Points 1-^ I Seasonal Efficiency I Point I (SE), _ I I�l - 76 I o 1 77 - 82 I +2 1 I 83 - 8 1 +4 I I a9 I +6 I I up+ I +8 I I I I Table 3-16. Heat Yumo Points r I Energy Efficleney 1 Points I I Patio (EER) S I o f I 7 - 14 I +2 I I 15 - 23 I I 8.4 - 8.7 1 +9 I 1 8.8 - 9.1 I +12 I I 9.2 - 9.6 I +13 1 1 9.7 - 10.2 1 +L8 I I 10.3 - 10.8 I +21 I I 10.9 - 11.5 I +24 I 1 11.6 - 12.3 I +27 1 I 12.4 - I 13.2 I I +30 I I Table 3-17. Cas Furnace With Refrigeration Coollna Points :RefXSer&cLon1 CasFurnace 1 1 Co log I SE S 1 j171 -177-j83-189-19=5 I 1 761 821 881 941 up I I 8.0 - a.3 I +21 +•4 +61 +8 I 8.4 - 8.7 ( +21 1 +611 +91+10 1 8.8 - 9.2 1 441 +6 *e1+101+12 1 9.3 - 9.7 1 +61 +81+ +121+14 1 9.8 - 10.3 1 +31+101+12 4I+16 110.4 - 10.9 I+101+12i+1st+t +la 1 11.0 - 11.6 1+121+141+1614.191++, 7/7/83 TABLE 3-14 (ADAPTEO) PASS AREA 1,000 SQ. FT. , A 8 C OVELLINO ARF A SQUARE FOOT 1,500 I 2.000 8 C 0 1 A 6 C 0 ZONE i1 INTEQIOR THERMAL MASS POINTS 2,500 I 3.000 3,500 4,000 I 4,500 5,000 1 8 C D A 8 C 0 1 A 8 C 0 A 8 C D I A 8 C-0 A- B C L 60 2 2 2 2 2 2 2 0 1 2 2 2 0 1 0 O 0 0 0 0 .0 0 0. 0 0 0 0 0 0 0 0 0 0 0� 0. 0 0 0 1 !00. 4 4 4 2 2 2 2 2 2 2 2 2 2 2 2 0 2 2 2 0 2 2 0 0 2 2 0 0 2 2 0 0 0. 0 0 0 �- ISO 6 6 6 4 4 4 4 2 2 '2 2 2 2 2 2 2 2 7 2 2 2 2 2 2 2 2 2 0 2' Z 2 0 2 2 2 0, 200 8 8 6 4 5 6 4 2 4 4 4 2 4 4 2 2 2 2 2 2 2 .2 2 2 2 2 2 2 2 7 2 2 2- 2 7 0! 253 10 10 8 6 6 6 6 4 6 6 4 2 4 4 4 2 4 4 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Z �' 300 12 12 10 6 8 8 6 4 6 6 6 4 6 6 4 2 4 4 4 2 4 4 2 2 2 2 2 7. 2 2 2 1 2. 7 2 2 350 14 14 12 8 10 10 8 6 6 6 6 4 6 6 6. 2 6 4 4 2 4 4 4 2 4 4 2 2 4 4 2 7 2 2 2 2 400 14 14 12 8 10 10 8 6 8 8 6 4 6 6 4 4 6 - 6 4 2 4 4 4 2 4 4 4 24 4 2 2 3 4 Z 2 500 I8 18 16 10 12 12 10 6 10 10 8 6 R 8 6 4 6 6 6 4 6 6 6 2 6 6 4 2 4 < 4 2 4 4 4 600 22 20 18 12 14 14 12 8 12 12 10 6 10 10 8 6 8 8 6 4 8 C 6 4 6 6 6 4 6 6. 4 2I 6 6 4 2 1 ) 703 � 24 24 20 14 18 16 1>f 10 14 14 12 0 10 10 10 6 10 10 8 6 8 0 6 4 I 8 6. 6 1 6 R 6 O I 6 6 R 2 i 000 26 24 22 16 70 16 16 10 14 14 12 8 12 10 10 6 10 10 6 6 10 8 8 4 ? 6 6 4 8 6 6 4 6 6 6 t i 900 78 28 74 16 22 20 18 12 16 16 14 10 14 14 12 8 12 12 10 6 10 10 0 6 I 3 8 '8 4 B 8 6 4 B R 6 c � 1,000 30 )0 25 18 ?2 20 20 14 18 18 16 10 14 14 12 8 12 17. 10 6 12 10 10 6 10 10 8 6 8 B 0 4� 8 6 4'I 1,:OU .12 37. 28 20 24 24 22 14 20 20 18 10 16 16 14 8 14 14 12 8 12 12 10 6 10 10 10 6 In 10 8 Fj !0 e' f . 1,200 34 32 30 22 26 26 22 16 22 20 18 12 18 18 14 10 14 14 12 8 14 12 12 8 1112 12 10 6 Ila 10 8 f1 In In 8 6 1,300 34 34 32 22 28 26 24 16 22 22 20 12 18 18 le 10 10 14 14 8 14 12 12 8 12 12 10 6 12 10 10 CI 10 10 F, 6 1,400 34 34 32 24 28 28 26 18 24 24 20 14 20 20 18 12 18 76 14 10 14 14 12 8 14 14 12 8 t2 1? :G E+ 10 13 10 6 1 1,000 36 34 34 21 30 30 26 18 24 24 22 14 22 20 18 12 18 18 16 10 16 16 14 8 14 14 11 8 17 12 10 f.l i7 12 1: 6 2.000 34 34 32 22 30 30 26 18 26 26 22 16 22 22 20 14 20 20 18 12 18 18 16 10 16 16 i4 LI 14 la 12 B j 2,500 34 34 30 22 30 30 26 18 26 26 24 16 24 24 22. 14 12 .22 18 :2 ZO 20 18!; l 1S 15 16 :0 J.000 34 32 30 22 30 30 26 18 28 26 24 16 I24 24 22 14 22 27 20 14� :2 :J 1. li i 3,500 32 32 30 20 30 30 26 Id 128 28 24 16 26 14 21 141 ?4 Z4 20 14 4,000 32 32 30 20 30 30 26 iS 070 28 24 if 6 25 22 if -4.500 I32 32 28 20 130 30 26 1L''j iii .. 1- Ie ; S_00= 32_17 2i 201 IJ 30 76 1= j A) 1. 3y Concrete Slab: HC -8.93; R-.29; Factor -7.3 2. 3 3/4- Thick Common Brick: IIC-7.125; R-.13; Factor -7.3 B 1. Sly Concrete Slab: HC -14.106: 8•.458; Factor•7.1 wood stove ��R$ C 1. 8' Solid Filled Block: HC -20.63; R-1.93; Fac o7;!6.1 points'(Typ dGlc up) 2. 8- sella Filled Block With Both Sides Exposed To Conditioned Air. Casablanca fan + 1 point NOTE: Use all square footage directly exposed to conditioned air for Thermal'_Hass Area: HC -10.164; R-.96:; Factor -6.1 0) 1• Thick Concrete/Tile: HC -2.55; R-.083; Factorr3.7 Table 3-19. Zonally Controlled Electric Reslstanca i Space Heating Points Yo! foe this measure w111? Table 3-20. Solar Water Heatin With Cas Backu Points be eo ed after the CSC I 1 has approv an Alternative I I Component Package Resistance I Seat. _ Table 3-18. Active Solar Space Heatingwith Cas Points 1 Net Solar Fraction 1 Points I I (NSF), z I I I I r Multlfamil (per unitpoints) Floor Area Net Solar Fraction (NSF), Z I o-6 I o f I 7 - 14 I +2 I I 15 - 23 I +4 1 I 24 - 30 ( +6 I I 31 - 39 I +8 I I 40 - 47 I ; +10 I I 48 - 55 I +12 I I 56 - 63 1 +14 I I 64 - 71 I +18 I' 72 up I I: +20 I Multlfamil (per unitpoints) Floor Area Net Solar Fraction (NSF), Z per unit, ft2. 0.9 10-19 20-29 30-39 40-49 50-59 60-69 70-79 600-799 0 +3 +7 +10 +14 +17 +21 +24 800-999 +3 +5 +8 +11 +14 +16 +19 1,000-1,499 02 +4 +6 +8 +10 +12 +14 1,500-1,999 0 + +3 +4 +6 +7 +8 +10 2.1100 and up 0' +1 +4 +S 1 +6 +7 +9 All others (Pe r building Paints) 800-899 0 +5 +10 +14 +2 +34 900-999 0 +4 +9 +13 +17 +il +26 +30 I.00o--1,199 0 +4 •1.7 +11 +15+22 +26 1.20r-1.499 0 +3 +6 +9 +12 +1 +18 +21 1,500-1.999 0 +2 +5 +7 +9 +11 +14 +lc 2,1100-:.9?9 0 +2 +3 +5 +7 +8 + +Il 3,000 ar.d uo A +1 +3 +4 +5 +7 +3 +10 I Table 3-21. Other Water Heating Pts. I System Type I Points I Cam Only ( 0 I seat Pump Solar with Electric I Re+!stance Backup I Meeting the Require- I menta la Part 2 I 0 I Electric Resistance ( Only GLAZING PLAN TAKEOFF SHEET 3-5 North Glazing, QUANTITY SIZE AREA (SQ.FT.) (a) ?.— x K c'm = 34 (b) _� x P'r1.c77 _ (c) x = (d) x = (e) x Total North Glazing = (SQ.FT.) (a+b+c+d+e) TOTAL NORTH TOTAL BLDG CONVERSION TOTAL GLAZING FLOOR AREA. FACTOR NORTH GLAZING �D x 100- �i D % SQ.FT. SQ.FT. 3-7 South South Glazing QUANTITY, SIZE AREA (SQ.FT.) (c)x����a =j (d) x _ (e) x = .'..'Total South Glazing (SQ.FT.) (a+b+c+d+e) TOTAL SOUTH TOTAL BLDG, CONVERSION TOTAL % GLAZING FLOOR AREA FACTOR SOUTH GLAZING t �(o x 100 SQ'.FT. SQ.FT. . 3-9 Skylights QUANTITY (a) x (b) x (c) x Total S • (a+ti� SIZE AREA (SQ.FP. ) _ (SQ.FT.) FOR M 3-6 East Glazing QUANTITY //JSIZE AREA (SQ.FT.) (a) � x C/1Qxb d (b) x (c) x = (d) x = (e) x = Total East Glazing (SQ.FT.) (a+b+c+d+e) TOTAL EAST TOTAL BLDG CONVERSION TOTAL % GLAZING FLOOR AREA FACTOR EAST GLAZING e (�7Y,6 x. 100 % SQ.FT. SQ.FT. 3-8 West West Glazing QUANTITY SIZE AREA (SQ.FT.) (a) _�_ x,50 = .2-&(b) —�— x o P = (c) x = (d) x m (e) x _ Total West Glazing = 0 (SQ.FT.) (a+b+c+d+e) TOTAL WEST TOTAL BLDG GLAZING FLOOR AREA - 4O x SQ.FT. SQ.FT. TOTAL SKYLIGHT T AL BLDG CONVERSION TOTAL '/. GLAZING LOOR AREA FACTOR SKYLIGHT GLAZING x 100 = '/, SQ.FT. SQ.FT. OWNER PERMIT NO. 7/83 CONVERSION TOTAL % FACTOR .. ` WEST GLAZING 100 r t % -f �w% � /7e/6 0 AN x f+, AN li 4 a l * ' C 1 r I i f I _ _ c f it f Vic:, r i SPAN Z 2x4 30 Z4210" A 7.25" 4210"Z4818" 3.259 ! 48181128010" 1, 4.4N 60101'27010" _3.5" 0; 1, a r P BE�ow.l 1/f Fit may - ALL 8E OF-YUJIYUM GRADE. aSPEC1E5: FOR TRU55 5 ANS AS woT•6i k.+>.e.w..r. rorwy , fr■.141 V •r•/•y M ■10�ps ••.Ii■•lJt.• M■•If•,': .. r. - '. . w1u0.M1U1•dWi•I■.N•r.f aP•srx .� 1 . SUE _.. , P.!.'. 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