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Home My WebLink About0119266-Building e OSHKOSH ON THE WATER Job Address 2810 FOX TAIL LN CITY OF OSHKOSH No 119266 BUILDING PERMIT - APPLICATION AND RECORD Owner JOHN E/JULlA R KIEFER Create Date 04/28/2006 Contractor HEARTLAND HOMES CONSTRUCTION LLC Designer Category 111 - Single Family Addition Plan Type . Building o Sign o Canopy o Fence o Raze Zoning Class of Const: Size Unfinished/Basement Sq.Ft. Sq.Ft. Sq.Ft. Rooms Height Ft. o Projection I Finished/Living Bedrooms Stories Canopies Garage Baths Signs Foundation . Poured Concrete 0 Floatin9 Slab o Concrete Block 0 Post o Pier o Treated Wood o Other Occupancy Permit Required Flood Plain Height Permit Park Dedication # Dwelling Units o # Structures o Use/Nature FRI Constructing a 14'x30' addition onto the rear of the existing house. The garage roof will be removed and a second floor will be of Work. provided over the existing garage area. All beam cales and truss plans I layouts are required to be submitted prior to the rough framing Inspection. HV AC Contractor CONDON TOTAL COMFORT Plumbing Contractor BARTELT PLUMBING Electric Contractor CUMINGS ELECTRIC INC Fees: Valuation Issued By: \.1\.1\.- $62.000.00 Plan Approval $75.00 Permit Fee Paid $250.00 Park Dedication $0.00 Date 05/03/2006 Final/O.P. 00/00/0000 o Permit Voided I Parcelld # 1332240000 In the performance of this work I agree to perform all work pursuant to rules governing the described construction. While the City of Oshkosh has no authority to enforce easement restrictions of which it is not a party, if you perform the work described in this permit application within an easement, the City strongly urges the permit applicant to contact the easement holder(s) and to any ssary approvals before starting such activity. ~ Signature Date (j{ Agent/Owner OSHKOSH WI 54904 - 0000 Telephone Number 920-233-7564 Address 4r ~ '. ~ ~,A,0c::. ,....> ~\L"L To schedule inspections please call the Inspection Request line at 236-5128 noting the Address, Permit Number, Type of Inspection (i.e. Footing, Service, Final, etc.), Access into Building if Secure (how do we gain entry), your Name and Phone Number. Unless specified otherwise, we will assume the project is ready at the time the request is received. Work may continue if the inspection is not performed within two business days from the time the project is ready. ~--~_.__.--- 78.01' 78.01' 78.01' 180.02' (0 CD o "" b o ex) CD (0 <'? 0) "" ...- . <L o ~ ex:> C\I <e,-=:' ~ t 1.' (31 ,\ ~ \ 1;. "le,xtl . '" b o 0) CD :1:::. . 150.00' ~ DISCLAIMER ~ OJHKOfH ON THE WATER N A 2810 Fox Tail Ln This map is neither a legally recorded map nor a survey and it is not intended to be used as one. This drawing is a cqmpilation of records, data and information located in various dty, county and state offices and other sources affecting the area shown and it is to be used for referenee purposes only. nc City ofOsbkosh is not re- sponsible for any inaceuracies herein contained. If diserepencJes are found, please contact the City of Oshkosh. City of Oshkosh Wisconsin Community Development 1" = :ln' ___ ____ __.~. ~J~V'~~~~~ .JU"'1I":::lI'\.UILlliJ:.~1 PAGE 53 , / 11 , / ., 5 ff6 BAR @ 4' O.C. DRILLED -- NTO EXIST. FTG. @ ANGLE w z C) Z f- IJ) - x w '" ""7.t I , f'.... ~ 5/ ~6 BAR @4' O.C. DRILLED TO EXISTING FTG. w z. , " _..... ..._ ~.............. ... ............,........... .0.1-........ .......rlr...." I '7..::;'I::;I{....o;;:)'t7~... 1"".1101 1".",,' >' ':t Pennlt Number REScheek CompUanee Certificate Wisconsin Uniform Dwelling Code lUlScheckSoftwllR Vet8ioII3,S Release I. Data filename: C:lProgram Piles\Check\lUlSchecklHeat11and K1eter.rek T\'IU!: ICleter Addition Checked BylDale COUNTY: Winneba,o flEA TING TYPE: Non.ElecU'ic DATE: 03130106 DATE OF PLANS: 3130106 P1l.0JECTJNPORMATION: Heartland Homes COMPANY JNPORMATION: Condon Total Comfcrl, JIIC. UDC COMPLIANCB: Passes Code-Allowed UA .. 243 Your Home UA = 240 1.2% Belter Than COde (UA) Gross Glazing Atea or Cavjty Cont. or Door Perimeter R.Value R-Value U.Pactor ~ Ceilin& 1: F1atCeiJing or SeiuorTtuss 792 40.0 0.0 Wall I: WoodPrame,16" o.c. 1496 19.0 1.0 Window 1: Above-Clrade:Wood Frame:Oouble Pane with Low.)! 118 Door I: Solid 41 Door 2: GIllS. 4Z BasementWaIIl:SoIIdConmtcorMesoDry 568 0.0 5.0 WlII1 height: 8.0' Depth below &ride: 7.s- IMulation depth: 8.0' Ploor I: All-Wood Jolstfl'NIS:OverUlICOlldilloned Space 461 19.0 0.0 Pumaco I: Forced Hot Alr,lIO APtllS COMPLIANCE STATBMllNT: The pIlIpCI$ed lluIkIina deslp cIescn'bed bore is COIIIi_ with tho bulldillll plan$, .pecirlClllions. aDd other calculations 8lIbmlttecl with lhc pcnnit appliealiotl. The pl~ buiIcIitla blS been designed to meetlhc Wise_In UniConn DwelliD, Code Rqulmlleolsla RESdwd:Verslon 3.5 ReII:Me 18 (formerly MECch.~ and to COJIIply with lhc mandatoty requlmnents listed in lhc RES clleckJn8J*l1on Checldi81. 23 78 0.350 41 0.300 13 0.360 IS 48 21 Buildot/Oe$ianer Dale Beatlng Equlpment Sizing Summary Generallnformatloa MAR-g:0-06 05: 15 PM COHDOH TOTAL COMFORT 9207405034 Pae2 . . 11''':; 0uId00r Design Temperlllure: .IS deg Conditioned Ploor Alea: 792 ft2 Average Ceiling Height: 8.0 ft IDfiIlt8dOll Ralc: 0.50 Nonnlllized ACH EquiJlllll'lll Ovenlzing faclOr: 15.0 .. Loads Summery CondllClivo LoiS06: 20320 Bl\IIhr lDfi1lt8tion Losses: 4841 Bl\IIhr Ovel"$lzing Pactor Losses: m5 BtuIhr Total Building Heating LcwI: 28942 BlU/hr -,- :' j,,,. 6/28/2006 8:07 AM FROM: 9202353061 Noffke Lumber T0: (920) 236-5089 PAGE: 001 OF 003 ~.... • Noffke Lumber To: City Inspector Office (Business Fax) Fax number: (920) 236-5084 From: Griffin Fax number: (920) 235-3061 Business phone: (920) 235-3080 Home phone: Date & Time: 6/28/2006 8:07:49 AM Pages: 3 Re: ATTN: NICOLE CRAIG MEETZ JOB 2815 FOXTAIL 6/28/2006 8:07 AM FROM: 9202353061 Noffke Lumber T0: (920) 236-5089 PAGE: 002 OF 003 Job Truss Truss Type pry Pry MEETZ - KIETTER ADD 2815 FOXTAIL 06-0140F FL-1 FLOOR 6 1 Job Reference o clonal Notfke Lumber, Oshkosh, WI 54901, Gri 6.200 5 Jul 13 2005 MiTek Industries. Inc. Wed Jun 26 06:06:17 2006 Page 1 ffin ~ ~g ~ z~ F=~ ~~~ ~~ Scale = 1:34.5 FRONT OF GARAGE 3x5 M1120= 3x5 M1120= 3x5 MII20= 4x7 MI120= 3x5 MI120= 3x5 MI120= 6x8 MII20= 1.5x4 MI120 II 1.5x4 MI120 I 3x5 MI120= 1.5x4 MI120 3x5 MI120= 1.5x4 MI120 II 6x8 MII20= 1 2 3 4 5 6 7 6 9 10 11 12 a o 1 4 W W4 W4 W4 VV o' 0 ~ `~ ~~({ ~ 21 22 1~ o 20 19 18 17 16 15 14 13 4x10 M1120= 4x7 M1120= 1.5x4 M1120 4x7 M1120= 4x10 M1120= 1.5x4 MI120 ~,~ 19-7-0 l s~1-0 0-4-0 19-3-0 a4-0 Plate Offsets X,Y : 6:0.1-8,Ed e , 7:0.1-8,Ed a 12:0-3-8,Edge LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl LJd PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.62 Vert(LL) -0.39 15-16 >602 360 MI120 197/144 TCDL 10.0 Lumberlncrease 1.00 BC 0.82 Vert(TL) -0.54 15-16 >439 240 BCLL 0.0 Rep Stress Incr YES WB 0.57 Horz(TL) 0.03 22 n/a n/a BCDL 5.0 Code WISC/ANSI95 (Matrix) Weiglit:901b LUMBER BRACING TOP CHORD 4 X 2 SPF 1650E 1.5E TOP CHORD Sheathed or 6-0.0 oc purlins. BOT CHORD 4 X 2 SPF 2100E 1.8E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SPF Stud'Excep[` W1 4 X 2 SPF No.2, W1 4 X 2 SPF No.2, W1 4 X 2 SPF No.2, W1 4 X 2 SPF No.2 OTHERS 4 X 4 SYP No.2 REACTIONS (Ib/size) 2i=1078/0.3-8, 22=1078/0-3-8 FORCES (Ib) -Maximum Compression/Maximum Tension TOP CHORD 1-2=-1603/0, 2-3=-1799/0, 3-4=-1807/0, 4-5=-3223/0, 5-6=-3223/0, 6-7=-3744/0, 7-8=-3 7 5 710, 8-9=-3757/0, 9-10=-1851/0, 10.11=-1837/0, 11-12=-1841/0, 1-21=-1078/0, 12-22=-107810 BOT CHORD 19-20=0/0,18-19=0/2206.17-18=0/3744,16-17=0/3744,15-16=0/3744,14-15=0/3051,13-14=0/0 WEBS 12-14=0/2053, 10.14=-242/0, 9-14=1352/0, 9-15=0/602, 8-15=308/0, 7-15=0/16, 7-16=-124/0, 1-19=0/2016, 3-19=95/0, 4-19=-858/0, 4-18=0/1154, 5-18=121/0, 6-18=-731/0, 6-17=D/216 NOTES 1) Bearing at joint(s) 21, 22 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 2) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. 3) Recommend 2x6 strongbacks, on edge, spaced a[ 10-0.0 oc and fastened to each truss v~ith 3-16d nails. Strongbacks to be attached to walls a[ their outer ends or restrained by other means. LOAD CASE(S) Standard 6/28/2006 8:07 AM FROM: 9202353061 Noffke Lumber TO: (920) 236-5089 PAGE: 003 OF 003 Job Truss Truss Type aty PN MEETZ - KIETTER ADD 2815 FOXTAIL 06-0140F FL-2 FLOOR 11 1 Job Reference o [ional Noffke Lumber, Oshkosh, WI 54901, Griffin 6.200 s Jul 13 2005 MiTek Industries, Inc. Wed Jun 28 08:06:17 2006 Page 1 'r?•~ X3-4 i 1F- ~~ ~ Scale = 1:38.0 FRONT OF GARAGE 3x5 M1120= 3x5 M1120= 3x5 MI120= 5x5 MI120= 1.5x4 MII20 II 3x5 MI120- 6x8 MII20= 1.5x4 MI120 3x10 MI120 FP= 3x5 MI120= 3x5 MI120= 1.5x4 MII20 II 5x5 MII20= 1.5x4 MI120 I I 6x8 MI120- 1 2 3 4 5 6 7 8 9 10 11 12 13 1 W3 W3 W W3 W3 W3 yV a o 0 `.~ 23 2q l~ tO adll jl o 22 21 20 19 18 17 16 15 14 4x10 M1120= 4x7 M1120= 1.5x4 M112D II 4x7 M1120= 3x10 M1118H FP= 4x10 M1120= 1.5x4 MI120 I ~n0 21-6-B 21T1¢-B r1 0-4-0 21-2-6 0-4-0 Plate Offsets (X,Y : 7:41-8,Ed e , 8:0.1-8,Edge], 13:0-3-8,Edge LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.47 Vert(LL) -0.42 17-18 >611 360 MI120 197/144 TCDL 10.0 Lumber Increase 1.00 BC 0.71 Ver[(TL) -0.58 17-18 >445 240 MI118H 141/138 BCLL 0.0 Rep Stress Incr YES WB 0.51 Horz(TL) 0.03 24 Na Na BCDL 5.0 Code WISC/ANSI95 (MaNx) Weight: 9616 LUMBER BRACING TOP CHORD 4 X 2 SPF 2100E 1.6E TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 4 X 2 SPF 2100E 1.8E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SPF Stud'Excep[' W1 4 X 2 SPF No.2, W1 4 X 2 SPF No.2, W1 4 X 2 SPF No.2, W1 4 X 2 SPF No.2 OTHERS 4 X 4 SYP No.2 REACTIONS (Ib/size) 23=1185/0.3-8, 24=1185/0-1-0 FORCES (Ib) -Maximum CompressioNMaximum Tension TOP CHORD 1-2=-2044/0, 2-3=-2040/0, 3-4=-2053/0, 4-5=-4322/0, 56=-4322/0, 6-7=4322/0, 7-8=X624/0, 6-9=-4357/0, 9-10=-4357/0, 10-11=-2056/0, 11-12=-2041/0, 12-13=-2045/0, 1-23=-118510, 1324=-1185/0 BOT CHORD 21-22=0/0, 2421=0/3464, 19-20=0/4624, 1&19=0/4624, 17-16=0/4624, 1Cr17=0/3461, 1516=0/3461, 1415=0/0 WEBS 1315=0/2282, 1-21=0/2280, 11-15=-236/0, 3-21=-230/0, 10.15=-1584/0, 421=-1590/0, 1417=0/1017, 4-20=0/974, 9-17=-28610, 6-20=-162/0, 8-17=-302/0, 7-20=-425/0. 7-19=0/85, 8-18=-39/0 NOTES 1) All plates are MT20 plates unless othervvise indicated. 2) Bearing at joint(s) 23, 24 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 3) Provide mechanical connection (by others) of truss to bearing plate a[joint(s) 24. 4) Design assumes 4x2 (flat orientation) pudins a[ oc spacing indicated, Fastened to truss TC w/ 2-10d nails. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0.0 oc and fastened to each truss with 316d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 6/28/2006 8:10 AM FROM: 9202353061 Noffke Lumber TO: 236-5089 PAGE: 001 OF 001 0..LL.6L ..O.Z 0 -~ ~ o O LL (V (V I i ~- ~ ~<,~ i