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Home My WebLink About2010-Building (roof over deck) CITY OF OSHKOSH No 141586 OSHKOSH BUILDING PERMIT - APPLICATION AND RECORD ON THE WATER Job Address 1419 W 4TH AVE Owner BARBARA M MCCORMICK Create Date 06/15/2010 Designer Contractor THE WOODEN POST LLC Category 141 - Exterior Remodeling Plan Type • Building 0 Sign 0 Canopy 0 Fence 0 Raze Zoning Class of Const: Size Unfinished/Basement Sq. Ft. Rooms Height Ft. ❑ Projection Finished /Living Sq. Ft. Bedrooms Stories Canopies Garage Sq. Ft. Baths Signs Foundation 0 Poured Concrete 0 Floating Slab 0 Pier 0 Other 0 Concrete Block 0 Post 0 Treated Wood Occupancy Permit Not Required Occupancy Fee $0.00 Flood Plain Height Permit Park Dedication # Dwelling Units 0 # Structures 0 Use /Nature SFR/ Constructing a roof over the existing deck. The deck was not constructed per the original plans submitted when the deck was built. of Work An on site inspection revealed the piers are 12" in diameter and are according to the attached plan. HVAC Contractor Plumbing Contractor Electric Contractor Fees: Valuation $2,977.00 Plan Approval $50.00 Permit Fee Paid $39.00 Park Dedication $0.00 Issued By: Date 06/18/2010 Final /O.P. 00 /00 /0000 ❑ Permit Voided Parcel Id # 0610580500 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 secure any ne =ssary approvals before starting such activity. have read and under afore mentioned infor on. /� Signature '_ i • j .i'y i'� 40---2 Date 6 e/e Agent/Owner Address Oshkosh WI 54901 - 0000 Telephone Number 920 - 251 -1126 To schedule inspections please call the Inspection Request line at 236 -5128 noting the Address, Permit Number, Type of Inspection (Le. 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. .. , 8 r h ra cal ' L a Li reel PlcCor Ai i Cit / i q IAA gt A vt. OsA kasil 5T902 303-°22 1 75 ' 1 . .. . . Bach yo i'd i . ey I^ sT ni d e ck -.) 135 a , roof . . , ., .,' t .....i„ , . , ! 1 1 , 1 1 ; .,.. , .. , 1 1 ' . 1 1 1 • , .. f 1 1 _ I i g ' , •• .., ; . 1 . .. . VI__ .... .• ._ - '.•:' • T .,.....„ .; ....... ...,.......... ,!. I. Fr-on* yard ! , i .... , . .., s ; d e walk 75 1 1 _sl ugo-e -7. I feel- 1 1 5 , . ■ 5 , - , "I41 4 - 4 ,, ,.-.4' „,,.,°.' i. if: „s ....,.. ,../.. v 7 ,..."„...„ I q , ?1,; ,,/ 0 1 -. . • P i ';', 7 f.'..• '„,-. ' ' — 1 , 7 - i V> 1 - , - ?/..,-' r I 1 i ( ( "41 1149 t.•.. i 4,R./e, ( i imi - ') le" 7 ..4 -5 e ; •„ : ii i 1 I - ,.,. cte..-.,,- — ,::•—• - il• ,,,', ,-< 4 ,s- ( i i e 31 I , , 4 ,.., $.$., i V ' l ' . ' j 1 i c ,. 1 „, .t. ..,..:...,,,, , i ,„ ,..„, , , , ! .., , ! ;t - 1 , ' / 0 a 1 / ' 1., I ., ,.• ' 4; ,a 4.4? : 0 f I 1 I ' ' , i - ' : i 1 i -I c , - 41 0 ' ' •(''''' I i elley $$ t , r 1 r / 060,1 / :: 2 ,, ,i; , ft e , . \ r 1 , $ ....$ $ 4 / $ 05)2: -,„/ , . : , ,-.... . , . I ',i: ,, - - 0 -, , , , 4-.. ,--) t„,,,.,, i---/ ( ) ,.. , •ei .., ...1,•. /••7 1 i - .1 . '•:• — • . , - . •,........... -• ...,.., \ . The Wooden Post 235 E. Scott St. Purchase Order Fond du Lac, WI 54935 920 -251 -1126 Data Estimate N fax; 866- 779 -2708 5/5/2010 5054 1 Name /Address Ship To Barbara McCormick Barbara McCormick 1419 W. 4th Ave. 1419 W. 4th Ave. Oshkosh, WI 54902 Oshkosh, WI 54902 Please order the following materials: 5054 - Roof addition D nett tt [ Otyrs The following estimate is for framing a 14' x 18' deck to hold a roof, tied in to the house. Building permit is included with this estimate. 1 LABOR NEEDED Frame the 14' x 18' deck with walls to support a rr system tying the roof in with the house roof. 24 The shingles will be carefully removed where the roofs meet. There will be 2 valleys created, which will be covered with valley tin and ice & water shield. Ice & water shield will also go along the eaves. The faceboards will be even and equal in height. The roof will tie in to the house roof a few feet down from I the house's peak in that location. Total contract is $2977.40 } P .. Job I truss truss Type 01y wy wooden post 10 -0092 S -1 SCISSORS 6 1 __ _._ .... ........._..._ ! ......... ............_ .. ......__.. ....... .. JobReference[optional) _. Noffke Lumber, Oshkosh, WI, DON NOFFKE 7.100 s Se p 252008 MiTek Industries. Inc. Tue Jun 08 16:08:48 2010 Page 1 t -3-0 5 -1-5 8 -9-0. 12 - - 11 17 -6 -0 a .Z fl.._ 1 -3 -0 5-1-5 3 -7 -11 _ 3- 7-11 5 -1 -5 1-3-0 3..Q 0 1 Scale =1 :33.2 5x5 4 4.0012 2x4 W ,r 3 -..... 5. -_ 8 !� m.. Bt 6x12 - 7 k:2 I r rat 3x10 ' t7 2.00J.2- 3xI0 .: . 8 -9 -0 ......... __ ... ...... 17-6-0 8-9-0 8 -9-0 Plate offsets (x,v: 12:0-5-0,0-1-1A, M:0-5-0,0-1-121 LOADING(psf) SPACING 2 -0-0 CSI DEFL in loc f /deft Ud PLATES GRIP TCLL 30.0 - Plates Increase 1.15 TC 0.55 Vert(LL) -0.30 8 >679 360 MT20 197/144 TCDL 7.0 Lumber Increase 1.15 BC 0.94 Vert(TL) -0.49 2-8 >418 180 BCLL 0.0 Rep Stress Ina YES WE 0.52 Horz(TL) 0.24 6 nla n/a BCDL 10.0 CodeWISC /IRC00 /ANSI95 (Matrix) Weight: 55 lb LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 2-9-12 oc purlins. BOT CHORD 2X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. WEBS 2 X 4 SPF Stud — MiTek ___ - -- recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/sizej 2= 912/0 -1-8 (input: 0 -3-8), 6= 91210. -1-8 (Input: 03 -8 ) "' - -- - - -- Max Horz2= -39(LC 4) Max Uplift2= 135(LC 5). 6=- 135(LC 6) FORCES (Ib) - Max.. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=- 3167/345, 3-4=-2526/149, 4-5=-2526/155, 5-6= 3167/313 BOT CHORD 2- 8=- 321/2984,6 -8= 254/2984 j WEBS 4-8=- 61215, 3 -8 =- 683/222, 5- 8=- 683/228 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -05; 90mph, TCDL= 4.2psf; BCDL= 5.0psf;.h =25ft; Cat. II; Exp B; enclosed; MWFRS (low -rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33 Plate metal DO1 =1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Bearing at joint(s) 2, 6 considers parallel to grain value using ANSI /TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2 =135, 6 =135, LOAD CASE(S) Standard P Jon __.... _.._.. ... Truss ........_ ............. , Truss Type___. -. ....._ Pty wooden post .. _ _....... ._ .10 -0092 GE -1 GABLE 1 1 __ Job Reference (octionai) Noffke Lumber, Oshkosh, WI, DON NOFFKE 7.100 5 Sep 25 2008 MiTek. Industries, Inc. Tue Jun 08 16.08:413 2010 Page 1 -1-3-0 $90 17-6-0 1 -3-0 8- 9 -0 ..__...... 1 -3 -0 Scale = 132.F 5x5 6 4.00 t2 Stii _ 4 8 N ST4 ST3 ST3 . 9 ST2 ST2 STt i.n 2 - ... S71 10 o ,. 3x5 =:- 18 17 16 15 14 13 12 3x5 , 17 -6-0 17-6-0 LOADING(psf) SPACING 2 -0-0 CSI DEFL in (loc) hdefl Lid PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.14 Vert(LL) -0.00 11 n/r 180 MT20 197/144 TCDL 7.0 Lumber Increase 1.15 8C 0.05 - Vert(TL) -0.00 11 n/r 80 BCLL 0.0 Rep Stress Ina YES WB 0.04 Horz(TL) 0.00 10 nia nra BCDL 10.0 Code WISC /IRCOOIANS195 (Matrix) Weight 57 lb LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 6 -0-0 oc purlins. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. OTHERS 2 X 4 SPF Stud MiTek recommends that Stabilizers and required cross bracing be installed REACTIONS All bearings 17-6-0. truss erection, in accordance with Stabilizer Installation guide. (Ib) - Max Horz2= -39(LC 4) Max Uplift All uplift 100 Ib or less atjoint(s) 2, 10, 16, 17, 18, 14, 13, 12 Max Gray All reactions 250 Ib or less at joint(s) 2, 10, 15, 16. 17, 18, 14, 13, 12 FORCES (Ib) - Max. Comp. /Max, Ten. -AII forces 250 (Ib) or less except when shown. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -05; 90mph; TCDL= 4,2psf; BCDL= 5.opsf; h =25ft; Cat. II; Exp B; enclosed; MWFRS (low -rise) gable end zone; cantilever left and right exposed , end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1,33 Plate metal DOL =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 1.5x4 MT20 unless otherwise indicated. 5), Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2 -0 -0 oc. 7) This truss has been designed fora 10.0 pcf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s) 2, 10, 16, 17, 18. 14, 13, 12. LOAD CASE(S) Standard