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Home My WebLink About0124443-Building (sunroom addition) o OSHKOSH ON THE WATER Job Address 1040 CANTERBURY DR CITY OF OSHKOSH No 124443 BUILDING PERMIT - APPLICATION AND RECORD Owner GARY G/CAMALA T BEDROSKE Create Date 04/26/2007 Contractor INSIDE OUT CONSTRUCTION Designer Category 111 - Single Family Addition Plan Type . Building _____O__~~n o Canopy o Fence o Raz~______ Zoning Class of Const: Size Unfinished/Basement Sq.Ft. Sq.Ft. Sq. Ft. Rooms Height Ft. o Projection I Garage Baths Canopies Signs Finished/Living Bedrooms Stories Foundation . Poured Concrete 0 Floating Slab o Concrete Block 0 Post o Pier o Treated Wood o Other Occupancy Permit Not Requ!~e9 Park Dedication Flood Plain Height Permit # Dwelling Units o # Structures 0 Use/Nature FRI Constructing a 12'x13' sunroom addition (unheated) on the rear of the house, installing new si(jing, soffit, fascia, and re-roofing. *18" of Work pier footings will be installed for the addition.y HV AC Contractor Plumbing Contractor Electric Contractor Fees: V. alu~ $r'~~f3:g() Issued By: LA. Plan Approval $50.00 Permit Fee Paid $151.00 Park Dedication $0.00 Date 04/26/2007 Final/O.P. 00/00/0000 o Permit Voided I Parcelld # 1310860000 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 se~re any nec~s.;-,~!~pro~,~ re starting such activity. Signature ;,~--.:_/__~._o> Date Agent/Owner Address 5833 KOELPIN RD OSHKOSH WI 54902 - 5879 Telephone Number 920-426-9562 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. N o T- 14v.V '" \<J..,~~. 3?J L....('-' /.1 . \!2e-ft 75.0' 90.0' 5.0' 70.0' 70.0' - 'l'- I.{) 'I'- ...,.. DISCLAIMER 1 040 Canterbury Dr This map is neither a legally recorded a survey and it is not intended to be used This drawing is a compilation and information located in various city, c and state offices and other sources aft the area shown and it Is to be used for r. e purposes only. The City of Oshkosh is no~;re. sponslble for any inaccuracies herein contai~ed. If discrepencies are found, please contaclJhe City of Oshkosh. ... Created by - kjg Scale: 1" - 40' o o o 'I'- j:.... <0 ...- ";j- ...- In M 0"> o o 'I'- ...- In M 0"> 75.0' o Q OJHKOJH O~i1if WATER City of Oshkosh Department of Community Development 04/20/07 A~K-l~-LUUI Wt~ U~: I~ PM . .~. -:.:- FAX No. n02353061 /{tH(( 1m ::,'" ..... ~""'-- -- . ..-- - -- .' I ~ .. .. " '0 . . .END .6.lNAr/rJM ".t~'r ..:..~ 'I J v S&A(.~... '/y'~: J'--t>I" ,,- ~ ni - . M'LLlP'T"l'I'l':Jl ~ j;<" .- ~- . .. .. J , - r - - --... . U"_ ...................--. -- - . _. - "Ia. ~ .':'..... .- . - -- .- ....... --- A '. - '. : S,oe ELE.YArIOM SUu,.. II., It:. ,. "'0'" p. 001 -1 ~rK-~a-~U~J WtU UZ: IU rM ffJ-l'lIl: It;il /-AX No. n02aJa061 P.002 fy 1$77}-1u J I ,,' : : " 2 )/tl l) ;n:. .5" )10 "o.c.. .(0 ~. ~ " , , I~" t/rx'lS'" Pie tl,S ,.... ", /' Y \, ,.? I P ..... ~ - Dc" }':.. . lo .~' "n'~' t-'Z.1I'/~ jI/:Arl. 'l!. J f S'c..A if .: '/"1"-; j' r LAH -' J'J" tVI$l1U ': . .,' I ~. -Hi 'l!~ ~ I ...:-- I . ..ll .' -' I I I I I I I .. "1 : .. 't : : ! . i ; i I . o pI 4 ... 0'" , ' .~: . I' ~ ! , ..! ..' .., i ; . . 10 :. ~ . 0 'J 4 ..g -' ..g D ~'f#tJo (jI.{PIc.A"') .~'4;'" J-.1~" H-ooll.. PtAM iii: T S'C.At.I!; , /f{II-;,. 1'-0.... APK-Z~-ZUUJ WtU uz: I~ PM RtJ-lII: ltiI fAX No. n02~o~Ool P.003 , t;1 ~~.....I TJ-8""",6.26SmJ Numbe~335T ( Um: 1 I/I2S12OCT 12;49;55 PM PII9ll1 I!nQIfl& VwaIGn: 8.25.Tl SIDE HEADER 2 Pes of 1 3/4" x 9 1/2" 1.9E Microll8,m@ lVL THIS PRODUCT MEers OR EXCEEDS THE SET DESIGN CON;TROLS FOR THE APPLICATION AND lOADS liSTED Memb<<S~p.'n2~$~pdn~ J J , t- Ail dimensions are horizo~1. LOADS: Analysis Is fot 8 Header (Flush 8eam)'iMernber. Tributaty load Width: B' Primary Load Group - Snow (ps1): 30.~ Live at 115 % dUratIon, 17.0 Dead 13'5" L ~ ,. Product DiBoram ie Coneeptuel, SUPPORTS: Input Bearlng!fettical Reactions (Ibs) Detail Width Length~iVeIDead/UpllfllTotal 1 Stud wall 3.50. 1.82" ~~20 J 1()88 J 0 /2708 l1: Blocking 1 Ply 1 3/4" x91J2"1.9E MlcrolJam4HVL 2 Studwall 3.50" 1.82"~~O/10881 0 /2708 L1: Blolli<lnQ 1 Ply 13/4" x91/2"1.9E Microllam4l1 LVL -See 'r J SPECIFIER'S I BUILDERS ~!\JIDE for detall(s); L 1; Blockjng DESIGN CONTRO....S; Muimum ~ign eo.,tror Shear (Ibs) 2641 -2~74 7265 Moment CFt-l.bs) 8695 B~ 13541 livaload Defl (In) O~~1 0.658 Totel Load DefI (In) O.~03 0.878 -Deflection Criteria: STANDARD(LL:li~O,TL:l.J180). -Braclng(L.u): An compres6lon edges {~p and bottom} mUGt be braced at 13' 6" ole unless detailed othelWise. Proper aUachment and posItioning of lat9ral bracing Is required to achieve n}\:Jmber stability. ' -Design assumes adequate continuo~!laferal support of the compreaslon edge. Other Control Passed (31%) Passed (G4%) Passed (U438) Paased (L/262) Location Rt. end Span 1 under Snow roadlng MID Span 1 under Snow loading MID Span 1 under Snow loading MID Span 1 under Snow loading ADDITIONAL NOTES: < -IMPORTANTI The analyiis present~fs output from software devalo~d by TrUG JoI&t (T J). T J warrants the sizing of its products by this software wlll be accomplished in accordance with Ti-!product design criteria and code accepted _Ian values. The specific product application. input design loads, and stated dimensions have baan ptO\lfded by the software UHr. This output has no! been reviewed by 8 T J Associate. -Not all producta are readily availabkl.;pheck With your supplier Of T J technical representative for product availabUity, -THIS ANAL YBIS FOR TRUS JOIST f7ROOUCTS ONt YI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design mathodoFogy,yms used fot Building Code tBC analyzing the T J Distribution product listed above. -Note: See T J SPECIFIER'S I BUlloe,'S GUIDES for multiple ply connection. PROJECT INFORMATION: INSIDE OUT CONSTRUCTION OPERATOR INFORMATION: BEN STELlMAC~ER NOFFKE LUMBER INC. 1601 BOWEN STREET OSHKOSH. WI 54901 Phone: (920)23!).:308() Fax: (920)235-3061 ben@noftkelumber.com APR-2~-2UOJ WED U2: 19 PM :()- '," 0 TJ~~~CJr ll_ 1 4126140071.2;411:611 PM PIllI8 2 ~nglne \ler8lon: U5.71 tmllGl FAX No. 9202353061 P.004 SIDE HEADER 2 Pes of 1 3/4" x 9 1/2.. 1.9E Microllam@ LVL THI$ PRODUCT MEETS OR EXCeeDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Loa~ Gro~p: ~~ima~y Load G~gup " 13' MaR. vertical Reaccion ~o~al; llbs) 2709 Max. Vertical ~eaction Live/llbsl 1620 Required Bearing Length in 1.9~1~) Max, unbraced Lenqth (in) 2.00" " 2706 1620 1.82 (W) Loadinq on all spana, Shear at support 11bS) Max Shear at support (IDs) Me1l1l:le:: Rea.etion (Ibs) support Reaction (Ibs) MOm~nt (Ft-LbSI 162 L~~ ~ 0_90 , 1.0 Oea~ 914 -9l1! 1061 -1061 1061 1061 10S6 1089 3494 Loading on all spans, LDF >>4.15 Shear at support (loS) Max Shear at support: (lbS) Member Reaetion (lbs) S\lPPO.r1; React;i.o~ (Ibs) MOllIent I Ft.-Lbs) Live Deflection (in) Total Deflection lin) PROJECT INFORMATION: INSIDE OUT CONSTRUCTION 1. 0 Dead + 1.0 Floor + 1.0 Snow 2274 -227. 2641 -2641 2641 2641 ~708 2708 8695 0.361 0.603 9PERATOR INFORMATION: eeN STELLMACHER NOFFKE LUMBER INC. 1601 BOWEN STREET OSHKOSH, WI 54901 Phone: (920)235-3080 Fax: (920)235-3061 bGn@noffkelumbaT.com ~m~~r::: 1~O~6 I~l:~~e~~:~e:a~XY:t~T::C:JO~~~n"" / ;1 (I.U OUT CONSTRUCTION LLC Estimate '5 3 Koelpin Road SHKOSH, WI 54902 Phone # (920) 688-2620 Date Estimate # 4/21/2007 1204 Fax # (920) 688-2620 Name I Address GARY BEDROSKE 1040 CANTERBURY E)/<WE OSHKOSH WI 54902 Description Total BUILD 12' X ~' ADDITION TO BACK SIDE OF HOUSE. INSTALL 12' X 13' DECK WITH 3/4" 10,750.00 TREATED INSULATED SUBFLOOR FRAME 2"X 4" WALLS WITH TWO 6' PATIO DOORS AND FOUR 30" DOUBLE HUNG WINDOWS 60" HIGH. FINISH INTERIOR WITH 3/4" PINE CARSIDING. TRIM WINDOWS WITH SAME. EXTERIOR TO BE SIDED WITH SAME AS HOUSE SIDING. CEILING TO BE V AUL TED AT 2/12 ROOF PITCH. FINISH FLOOR NOT IN PRICE. NO ELECTRICAL IN QUOTE. WALLS TO BE INSULATED WITH R13 INSULATION. CEILING TO BE R-25 INSULATION. I Total $10,750,00 I Terms and Conditions: Signature 1. Owner shall request or confinn all change orders in writing. Change orders will be charged on a time and materials basis. 2. Payment tenns: 1/2 down at least one month prior to start, 1/4 upon completion of 50% of the project, the remainder on completion. Customer to pay a $250 late fee for any payments late by more than seven calendar days. Customer to pay interest of 2% per month, compounded monthyly for late payments. Customer to pay court costs and actual attorney fees and expenses, including contractor's time and travel expenses for unpaid amounts. All payments due are to be considered the cost ofIabor and materials necessary to complete contractors perfonnance under conditions of the job. Acceptance of Proposal The above prices, specifications and conditions are hereby accepted. You are authorized to do the work as specified. Payment will be made as outlined above. I Signature: Dated: , INSIDE OUT CONSTRU(tTION LLC 5833 Koelpin Road .. OSHKOSH, WI 54902, Phone # (920) 688-f620 Date Estimate # 3/29/2007 1190 Fax # (920) 688.;2620 Name J Address GARY BEDROSKE 1040 CANTERBURY OSHKOSH Wl54902 Description Total REMOVE OLD SIDING. INST,i\LL NEW SOLID COLOR VINYL SIDING.DISPOSE OF OLD MATERIALS. )} INSTALL NEW ALUMINUM ~bFFIT AND FASCIA. REMOVE 2 LAYERS SHINGLES DOWN TO DECKING. INSTALL NEW ROOF FELT. INSTALL NEW VENTS. INSTALL NEWWROOF EDGE. INSTALL NEW 30 YEAR ASPHALT SHINGLE. DISPOSE OF MATERIALS. , WE PROVIDE REQUIRED P$M1TS AND REQUIRED INSURANCE FOR HOME REPAIR PROJECT. ij, REMOVE OLD RAINGUTTEkS AND DOWNSPOUTS. INSTALL NEW SEAMLESS GUTTERS AND DOWNSPOUTS. .. .'.:', 3,200.00 1,725.00 3,975.00 0.01 976.75 : I "'\~Pr9; ~ 110')il:a~ $9,876.76 ,..-...;.#" Signature 1. Owner shall request or confWn all change orders in writing. Change orders will be charged on a time and materials basis. 2. Payment termS: 1/2 down ~ least one month prior to start, 114 upon completion of 50% of the project, the remainder on completion. Customer to pay a $250 late f~ for any payments late by more than seven calendar days. Customer to pay interest of2% per month, compounded monthyly for lat~ipayments. Customer to pay court costs and actual attorney fees and expenses, including contractor's time and travel expenses for unpaid an:l~ts. All payments due are to be considered the cost of labor and materials necessary to complete contractors performance under conditions!:~f the job. Acceptance of Proposal The above prices, specificatWns and conditions are hereby accepted. You are authorized to do the work as specified. Payment will be made as outlined above. . Dated: [ Signature: