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Home My WebLink About0100623-BuildingOSHKOSH ON THE WATER Job Address Designer Category CITY OF OSHKOSH BUILDING PERMIT -APPLICATION AND RECORD 2104 HICKORY LN Owner FREDERICK L PLONKA ETAL Contractor OWNER 111 - Single Family Addition Type · Building O Sign O Canopy O Fence O Raze No 0100623 Create Date 04/03/2003 Plan Zoning Class of Const: Unfinished/Basement 0 Sq. Ft. Rooms 0 Height 0 Ft. Finished/Living 0 Sq. Ft. Bedrooms 0 Stories Garage 0 Sq. Ft. Baths 0 Foundation · Poured Concrete (~) Floating Slab (~ Pier (~) Other (~) Concrete Block (~) Post (~) Treated Wood Occupancy Permit Flood Plain __ Height Permit Park Dedication # Dwelling Units 0 # Structures Size [] ProjectionI Canopies 0 Signs 0 Use/Nature SFR/ Constructing a 20' x 26' addition to the existing single family home to include 2 bedrooms and a full bathroom. SEPERATE of Work PERMITS REQUIRED FOR PLUMBING AND HVAC WORK. PLANS ON FILE. Variance Approval on file. HVAC Contractor UNKNOWN??? Electric Contractor Fees: Valuation $34,000.00 Issued By: ~ Plumbing Contractor UNKNOWN Plan Approval $0.00 Permit Fee Paid $137.00 Park Dedication $0.00 Date 04/03/2003 FinallO.P. 00/00/0000 [] Permit Voided j In the performance of._Lhis work I agree to perform all wo~ pursuant to rules governing the described construction. Signature Date Agent/Owner Address 4439 N NAGLE AVE HARWOOD HEIGH IL 60656 - 4805 Telephone Number City' of Oshkosh pInspecti°no Box 1130Services Division h shk°sh, WI 54903 one: t~ .... -1130 · v ~uj Z36-5084 o ' ~ ~or .arti_ . 8Uildin. .. CONT~CToR use C~ATEGOR¥ ~$ih'~le Family UIDuplex Work being done: E External Remodeling 2 Handicap Ramp ~ Sign/Canopy/Awning OR U1 Contractor EJMulti-Family Swimming Pool [3Rental U Deck/Porch/Patio U Fence/Hedge/Kennel ~ Hot Tub/Spa Stair/Handrail Wrecking Permit Other ~C°mmercial UllnduStrial ~ Dr/veway/Parking U Garage/Utility Structure Internal Remodeling Stove/Fireplace Additional information, such as plan submittal and approval, may be required before issuance. Fliers, located in the hallway, may be referenced to note if any additional information is necessary. 4° Full description of work being done: ~ _~57./~_.5' Value of the job $ applicants.) Any work not included in this application is not permitted. '~ ~. ~ (Value for rnateriats and labor is required to ensure consistency in accessing permit fees for all PLEASE READ, SIGN, & DATE: I certify the above information is complete and accurate. Any deviations from the above submitted information may require additional permits to be obtained. I acknowledge and agree to these terms. Nan] e (Please print) Signature: SURVEY FOR: FREDERICK PLONKA~ ET. AL FLOOD PLAIN SURVEY & PLAT OF SURVEY KNOWN'AS 2'104 HICKORY LANE, BEING~LOT 9, DOEMEL PLAT, IN SECTION 7, T18N, R17E, FIFTEENTH WARD, CiTY OF OSHKOSH, WINNEBAGO COUNTY, WISCONSIN SURVEY DATED. OCTOBER 28, 2002 pLAT~F-D R.O.W') HtcKOR,~LAN~(3°' . 57' EL:749.12' EL:749.52 + + 20 10 ~ 20 EL:748.76~ SCALE: 1 INCH EQUAl8 20 FEET .LEGEND .I O -1 3/8~IRON PIPE, FOUND J (--). PLATTED DIST~CEI /, TF, F~V~m D. r"~e~ Regf. ste. red Lead No. $-l g~6, J~ereb;7 ~er'd~ ~at l ~','e smve. Ted ae ab~ descFibe~ p~ ~u~g ~e ~ OGHKO'H ,~g FBUEB'CONSULTINGSER~CES, LLC %~ ~,% w~s..~ ENGINEE~NG ~D ~D SURVEYING ~ ...... 28~ Os~os~ ~n~ ~903 JbBS ~ GE-I ~rl~sl~ Type ' Qiy Ply I 1 1 (optional) 4.201 SR1 s Nov 16 2000 MiTek Industries, inc. Mon Jun 24 16:48:20 2002 Page 1 20-0-0 20-10-~ T0.~0_~ 40-0-0 I 0-10-8 10-0-0 10-0-0 0-10-8 Scale = 1:35.: 5X5 --~ 5x5 ---- 5x5 = 2x4 I ! 2x4 !1 2x4 Il 2x4 il 2x4 I I 2x4 I I 2x4 I I 2x4 I I 2x4 II 3x7 3x7 II 20-0-0 I 20-0-0 Plate Offsets (X,Y): [2:0-5-11,0-2-7], [12:0-5-11,0-2-7] LOADING (psf) TOLL 30.0 TCDL 7.0 BCLL 0.0 BGDL 10.0 SPACING 2-0-0 CSl Plates Increase 1.15 TC 0.06 Lumber Increase 1.15 BC 0.02 Rep Stress Incr YES WB 0.05 Code WISC/ANSI95 (Matdx) LUMBER TOP CHORD 2 X 4 SPF NO.2 BOT CHORD 2 X 4 SPF No.2 OTHERS 2 X 4 SPF Stud WEDGE Left: 2 X 4 SPF Stud, Right: 2 X 4 SPF Stud REACTIONS (lb/size) DEFL in (Icc) Vdeft Vert(LL) n/a n/a Vert(TL) 0.00 13 >999 Horz(TL) 0.00 12 n/a 1st LC LL Min i/deft = 360 PLATES GRIP M lBO 197/144 BRACING TOP CHORD Sheathed or 6-0-0 Cc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. 2:162/20-0-0, 12= 162/20-0-0, 18:181/20.0-0, 19:188/20-0-0, 20:188/20-0-0, 21:187/20-0-0] 2~ :i 89/20-0-0, 17:188/20-0-0, 16:188/20-0-0, 15=187/20-0,.0, 14= 189/20-0-0 Max Horz2=-ll(Ioad case 3) Max Upliff2=-38(Ioad case 3), 12:-39(Ioad case 3), 19=-22(1oad case 2), 20=-24( cad case 2), 21=-25(Ioad case 2) 22=-21 (Icad case 2), 17=-22(Ioad case 3), 16=-24(Icad case 3), 15=-25(~oad case 3), 14=-20(Icad case 3) Max Gray2=162(Icad case 1 ), 12=162(Icad case 1), 18=181 (Icad case 1), 19=195(Icad case 5), 20=188(tcad case 1 ), 21 =188(Icad case 5), 22=189(Ioad case 5), 17=195(Icad case 6), 16=188(Ioad case 1 ), 15= 188(Ioad case 6), 14=189(Ioad case 6) FORCES (lb) - First Load Case Only TOP CHORD 1-2=-0, 2-3=21, 3-4= 13, 4-5=13, 5-6=13, 6-7=13, 7-8=-34, 8-9=-34, 9-10=-34, 10-11 =-34, 11-12=-43, 12-13=-0 BOTCHORD 2-22=10, 21-22=10, 20-21=10, 19-20=10, 18-19=10, 17-18=10, 16-17=10, 15-16=10, 14-15=10, 12-14=10 WEBS 7-18=-141,6-19=-148, 5-20=-148, 4-21=-148, 3~22:-147~ 8-17=-148, 9-16=-148, 10-15:-148, 11-14=-147 .. NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 90 mph winds at 25 ft above ground level, using 5.0 psf top chord dead Icad and 5.0 psf bottom chord dead Icad, 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 WISC/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 gdp 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 End Detail" 4) Gabte requires continuous bottom chord beadng. 5) Gable studs spaced at 2.0.0 cc. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 38 lb uplift at joint 2, 39 lb uplift at joint 12, 22 lb uplift at joint 19, 24 lb uplift at joint 20, 25 lb uplift at joint 21, 21 lb uplift at joint 22, 22 lb uplift at joint 17, 24 lb uplift at joint 16, 25 lb uplift at joint 15 and 20 lb uplift at joint 14. 7) This truss has been designed with ANSETPI 1~1995 criteria. LOAD CASE(S) Standard ~_~' . ¢ Truss Truss Type Qty Ply gOBS GE-2 MOD. QUEEN 1 I (optional) 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Mon Jun 24 16:50:58 2002 Page 1 -0~-10,r8 6-0-2 j 12-2-4 j 18-0-0 I 23-9-12 I 29-1 1-14 I 36-0-0 3~-101-8 0-10-8 6-0-2 6-2-2 5-9-12 5-9-1 2 6-2-2 6-0-2 0-1 0-8 Scale = 1:61.5 5x5 = 5 3X5 ¢~ ~'"""~"'~'~--.-~ ~ 3X5 ~ 4.00 1~ 5x7 ---- 12 11 10 5x7: 3x10 II 3x5 ---- 6x8: 3x5 ---- 3x10 II j 9-3-1 0 j 18-0-0 j 26-8-6 [ 36-0-0 I 9-3-10 8-8-6 8-8-6 9-3-10 Plate Offsets (X,Y): [2:0-0-2,0-1-151, [2:0-9-11 ,Edge], [8:0-9-2,0-1-15], [8:0-9-11,Edge1 LOADING (pst') SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.92 Vert(LL) -0.33 11 >999 Mft20 197/144 TCDL 7.0 Lumberlnorease 1.15 BC 0.93 Ver[(TL) -0.65 11-12 >663 BCLL 0.0 Rep Stress Incr YES WB 0.93 Horz(TL) 0.18 8 n/a BCDL 10.0 Code WlSC/ANSI95 1st LC LL Min I/deft = 360 Weight: 175 lb LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Sheathed or 2-10-9 oc purlins. BOT CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10-9-0 oc bracing. WEBS 2 X 4 SPF Stud OTHERS 2 X 4 SPF Stud WEDGE L~fft: 2~(~ S P FNo.2,-Right :. 2~X8 SPFI~Io2 ...... REACTIONS (lb/size) 2=1754/0-3-8, 8=1754/0-3-8 Max Horz 2=20(load case 2) Max Uplift2=-176(Ioad case 2), 8=-176(Ioad case 3} FORCES (lb) - First Load Case Only TOP CHORD 1-2=-0, 2-3=-3758, 3~.=-3433, 4-5=-2509, 5-6=-2509, 6-7=-3433, 7-8=-3758, 8-9=-0 BOTCHORD 2-12=3497, 11-12=3036, 10-11=3036, 8-10=3497 WEBS 3-12=-285, 4-12=401, 4-11=-819, 5-11 =1157, 6-11 =-819, 6-10=401, 7-10=-285 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 90 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 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 WISC/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 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 2x4 MIl20 unless otherwise indicated. 5) Gable studs spaced at 2-9-0 oc. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 176 lb uplift at joint 2 and 176 lb uplift at joint 8. 7) This truss has been designed with ANSIFFPI 1-1995 criteria. LOAD CASE(S) Standard 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Men Jun 24 16:49:50 2002 Page I -01-10~-8 6-0-2 [ 12~2-4 I 18-0-0 I 23-9-12 ] 29-11-14 36-0-0 36-10,-8 0-10-8 6-0-2 6-2-2 5-9-12 5-9-12 6-2-2 I 6-0-2 0-17 I0_8 Scale = 1:61 .. 5x5 ---- 5 4.00 1~- :x5~ ~ 3x56~. ,, 2x4% ~,¢1 2x4.~ 5x7 = 12 11 10 5x7 ---- 3x10 II 3x5 ---- 6x8 ---- 3x5 ---- 3x10 Ii I 9-3-10 I 18-0-0 I 26-8-6 I 36-0-0 r 9-3-10 8-8-6 84-6 9-3-10 Plate Offset-2,0-1-15 , 8:0-9-11,Ed L LOADING (pst') SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.92 Vert(LL) -0.33 11 >999 MIl20 197/144 TCDL 7.0 Lumber Increase 1.15 BC 0.93 Ved(TL) -0.65 11-12 :>663 BCLL 0.0 I Rep Stress Incr YES WB 0.93 Horz(TL) 0.18 8 n/a BCDL 10.0, Code WISC/ANSI95 1st LC LL Min l/deft = 360 Weight: 135 lb LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Sheathed or 2-10-9 oc pudins. BeT CHORD 2 X 4 SPF 1650F 1.5E BeT CHORD Rigid coiling directly applied or 10-0~0 oc bracing. WEBS 2 X 4 SPF Stud WEDGE Left: 2 X 6 SPF No.2, Right: 2 X 6 SPF No.2 REACTIONS (lb/size) 2=1754/0-3-8, 8=1754/0-3-8 Max Horz2=20(Ioad case 2) Max Uplift2=-176(Ioad case 2), 8=-176(load case 3) (lb) - First Load Case Only TOP CHORD 1-2=-0, 2-3=-3758, 3-4=-3433, 4-5=~2509, 5-6=-2509, 6-7=-3433, 7-8=-3758, 8-9=-0 BOTCHORD 2-12=3497, 11-12=3036, 10-11=3036, 8-10=3497 WEBS 3-12=-285, 4-12=401, 4-1I=-81S, 5-11=1157, 6-11=-819, 6-10=401, 7-10=-285 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 90 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 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 ff with exposure B ASCE 7-93 per WISC/ANSI95 If end verticals or cantilevers exist, they are exposed'to wind. If porches exist, they are not exposed to wind. The lumber DeL increase is 1.33, and the plate grip increase is 1.33 3) Provide mechanical connection (by others) of truss to beadng prate capabte of withstanding 176 lb uplift at joint 2 and 176 lb uplift at joint 8. 4) This truss has been designed with ANSIFFP] 1-1995 criteria. LOAD CASE(S} Standard ~A~r~~ e./ 7.' O,O. £ ! / i/ ¸4: lb* 0.6. Dou &t~' I I / / " .ICXI'O ZOX~O ZO~ F~~ A~D r-r'io.~ oS Fou~o r>~rr'lo:o ~. Sb,q:6 VI N"/L. I D~__.lo (5