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OSHKOSH
ON THE WATER
Job Address 1231 WASHINGTON AVE
CITY OF OSHKOSH
No
117328
BUILDING PERMIT - APPLICATION AND RECORD
Owner ROMUALD B SIMEONE ETAL L TRUST
Create Date
11/16/2005
Designer
Contractor
OMNI WINDOW & DOOR INC
Category
141 - Exterior Remodeling
Plan
Type
. Building
0 Sign
0 Canopy
0 Fence
0 Raze
Zoning
Class of Const:
Size
Unfinished/Basement
~Sq.Ft.
~Sq.Ft.
Rooms
Height 0 Ft.
0 Projection I
Finished/Living
Bedrooms
Stories
Canopies
Garage
~Sq.Ft.
Baths
0
Signs
Foundation
. Poured Concrete 0 Floating Slab
0 Concrete Biock 0 Post
0 Pier
0 Treated Wood
0 Other
Occupancy Permit Not Required
Flood Plain
Height Permit
Park Dedication
# Dwelling Units ~
# Structures
~
Use/Nature ßFRI Removing two windows and replacing them with 4 casement windows that will be mulled together. A new header will be installed
of Work ~(2x10)'s(calcsonfiie).
HVAC Contractor
Plumbing Contractor
Electric Contractor
Fees: Valuation $3,983.00 Plan Approval
Issued By: t\ ,~
$0.00 Permit Fee Paid
$38.00 Park Dedication
$0.00
Date 11/16/2005
Final/O.P. 00/00/0000
0 Permit Voided I
Parcelld # 0203500000
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 appiicant to contact the easement
hoider(s) and t ecure an ne ssary approvals before starting such activity.
Date Ylt-Ilp -OS
Signature
Address 5715 GREEN VALLEY RD
OSHKOSH
WI 54904 - 0000
Telephone Number
232-2111
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.
NOI-16-200í WED 11:íJ ",M
~\F1EOH!
,I,X i~o 92023í3061
p, 001
- t;:) ~lf!£."",~
TJ.e..m".20 S,,¡"N'm'" 10041"""
U"" 1 110"""""",45P"
p..., "Oin' V,"'O"".20."
,,--
Member Slope: 0/12 Rout SiopeSI12
11'8"
L
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¡
Product m.or.m is Conçopiuot.
J
[Ð~
;
All dime""i~ne ere horlzontol,
LOADS;
An.ly,l. ¡. for. Header (Flush Beam) Member. Tributary load Width: 2' 8'
Primary Load Group. $now (þ.fi: :)(1.0 Live .1115 % duration, 17.0 Dead
SUPPORTS:
Other
Input Beoring Vertl",,1 lI...ollono (lbo! LJet¡oil
Width Length UveiOe.dlUpliftlTotal
1 Studwali 3.50" 1.50" 4671351/0/817 ByOthe,..-Rim:RimBoBrd
2 Stud wall 3.50" 1.50" 467/35110/817 By Others-Rim: Rim Boa"'"
-S.. TJ SPECiFIER'S ¡BUILDERS GUiDE to. deloll(o): By Other< - Rim: Rim Boord
1 Ply I 112" x 9 1/4" I.SE TimberStran<l<!> ~SL
1 PI, I 112" x 9 1/4" 15E TimberStranåŒ> LSL
DESIGN CONTROLS;
Maximum Ce.lgn Control
Shear (ib-) 794 -668 1489
Moment IFt.lb-) 2249 2249 3944
Livelo.dDefl(ln) 0.107 0.567
Tot.1 Loa<l o.n (in) 0.188 0.755
.De~ootion Criteria: STANDARD(Lc:U240,TL;lJ180).
-Bracingl~u): Ail oompr..slon edges (!¡¡p ond Þo~om) must be þraced Bt 7' 10" 010 unie., del.iled other~is.. ProperattBohmehl.r,d þosruoning offatei1!1
braoing is required to achieve member stability.
-The Biicwable ahe., atr... (F'!)!'tos not been bcre.sod duB to the poten~.i of ,pllta, checks aM shakes. S.. NOS tor apþlloabWt, of increase.
.Analysis baso' 011 vorticalloads oniy and assumes structural supþort. as noted in tho ,nput Axiai loads are not conoloorod in this .""Iy.!s.
.An.lyois a.sumes continuous member. Lep Joint.. sþlice. on<l finger jowls signifcantiy reduce member þo,ícrmanco and have not been ""'101""r..,
-De,lgn .55ume, adequate contlnu",," la\eroloupþort of tho comp.....ion eoge.
Control
Pa.,ed (45%)
Passed (57%)
P..oad (U999+)
Po,sed (LJ724)
Leoatl..
Rt MO Span 1 under Snow iosdlng
MiDSpon1 undorSnowloading
MiD S!",n1 under Snow leading
MiD Span 1 under 8,nOW loading
ADDITIONAL NOTES:
.1 MPORTANT ! Thoanalyois presented i. output from .oft;,~re developed ÞyTrus Joist (TJ). TJ warrant. the oi.ing of ft. producl, by thi, ",,!twsre wlli be
accompli.ho; in accordanc. wi'h T J produo! de.lgn oril"". and ""do a""eþto. ..sign values noe speolflo produ"" application. input d..lgn ioods, .nd
statod dimensions have been provided by the .o!tw.,-e User, Thl. output h.. not ..on roviewad by. T J 1\6.0.101..
-Not ail proouc'" are r..dily avajlobio. Check with your supplier or T J tochnlcal reor"""n"tiva for þrcóUclavailabilit,.
.solid .OWn lumbe, o"ol\,"i. i. in accordonc. ..th 19S7 N D" melhcdology and la solely þ",se'1!ed for oornparlsoo purpo.... Program lim~.tions and
osscmþtions about thl. anolyolo ore .vanable through tho ooftworo" On~ine Helþ. "Us Joist clot. notw"",nt ¡he an.lysia north. per[or",once oholid s"",
iumber materials.
-Al"",obla 3\re.. O..lgn methodology was uoed tor Building Code USC onalYllng the .oild .swn lumber matenoillatad above,
.No!o: So. TJ SPECI"IER'S I BUILDER'S GUIDES formul(lple ply connection.
PROJECT IN~ORMATIO~:
OMNI WINDoW & DOOR
WINDOW REPLACEMENT
DPERATOR INFORMATiON:
RUSS HINTZE
NOFFKi'. LUMBER INC.
1601 eOWEN STREET
OSHKOSH, WI 54901
Phone, (920) 2$5-3080
"ax : (9201235-3061
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