HomeMy WebLinkAbout0126329-Building
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OSHKOSH
ON THE WATER
Job Address 522 W 16TH AVE
CITY OF OSHKOSH No 126329
BUILDING PERMIT - APPLICATION AND RECORD
Owner GLENN H BARGENDER Create Date 08/17/2007
Designer
Contractor OWNER
Category
152 - Addn/Alt to Accessory Building (Res) Plan
Type
. Building
o Sign
o Canopy
o Fence
o Raze
Zoning
Class of Const:
Size
Unfinished/Basement
Sq.Ft.
Sq.Ft.
Rooms
Height
Ft.
D Projection I
Finished/Living
Bedrooms
Stories
Canopies
Garage
Sq. Ft.
Baths
Signs
Foundation . Poured Concrete 0 Floating Slab
o Concrete Block 0 Post
o Pier 0 Other
o Treated Wood
Occupancy Fee
$0.00 Flood Plain
Height Permit
Occupancy Permit
Park Dedication
# Dwelling Units
o
# Structures
o
Use/Nature SFRI 16' x 20' Detached garage addition* off the rear of the existing garage. The total size will be 800 sq ft.
of Work
HV AC Contractor
Plumbing Contractor
Electric Contractor
Fees: Valuation
$6,000.00 Plan Approval
$0.00 Permit Fee Paid
$60.00 Park Dedication
$0.00
Issued By:
~
Date 08/17/2007
Final/O.P. 00100/0000
D Permit Voided I
Parcelld # 1301320000
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 ~ necessary appro Is before starting suc~ctivity.
Signature ~
en Owner
Da~~
'1
Address
522 W 16TH AVE
OSHKOSH
WI 54902 - 6760
Telephone Number
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.
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Job
JOBS
I Truss
iT-1
Truss Type
Qty
8
I Ply
I
1
I Job Reference (optional)
6.200 s Jul13 2005 MiTek Industries, Inc. Tue Aug 07 09:17:07 2007 Page 1
QUEENPOST
Noffke Lumber, Oshkosh, WI 54901, ROB CONLON .
-e-7-?
0-7-0
3x7 ==
LOADING (pst)
TCll 30.0
TeDl 7.0
BCll 0.0
BCDl 10.0
LUMBER
TOP CHORD 2 X 4 SPF No.2
BOT CHORD 2 X 4 SPF No.2
WEBS 2 X 4 SPF Stud
5-3-5
5-3-5
10-0-0
4-8-11
14-8-11
4-8-11
5x5 ==
4
4.00 r'i2
2<4'"
8
3x10 =
1 0-0-0
10-0-0
20-0-0
10-0-0
SPACING 2-0-0
Plates Increase 1.15
Lumber Increase 1.15
Rep Stress Incr YES
Code WISC/IRCOO/ANSI95
CSI
TC 0.48
BC 0.79
WB 0.33
(Matrix)
DEFL
Vert(ll)
Vert(TL)
Horz(TL)
in (Ioe)
..0.18 2-8
..0.39 2-8
0.06 6
Udell
>999
>606
nla
Ud
360
240
nla
BRACING
TOP CHORD
BOT CHORD
20-0-0
5-3-5
-----....
PLATES GRIP
MT20 197/144
Weight: 64 Ib
Sheathed or 3-6-13 oc purl ins.
Rigid ceiling directly applied or 10..()..() oc bracing.
REACTIONS (Iblsize) 2=980/0-3-8, 6--980/0-3-8
Max Horz 2=48(load case 5)
Max Uplifl2=-102{load case 3), 6=-102(load case 4)
FORCES (Ib) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/6,2-3=-2063/207,3-4=-1553/96,4-5=-1553/96,5-6=-2063/207,6-7=0/6
BOT CHORD 2-8=-189/1901,6-8=-154/1901
WEBS 3-8=-572/173,4-8=0/581,5-8=-572/173
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-98; 90mph; h=25ft; TCDl=4.2pst; BCDl=6.0pst:Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed: end
verlicalleft and right exposed: lumber OOl=1.33 plate grip DOl=l.33.
3) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1 021b uplift at joint 2 and 102 Ib uplift at jointS.
LOAD CASEIS) Standard
20-7-p
. I
0-7-0
Scale = 1 :34.
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DISCLAIMER
This map is neither a legally recorded map r.~r
a survey and it is not intended to be used as olie.
TIlis drawing is a compilation of records, dr.,,,-
andlnforniatiolllocated in various cit". Lounty
and state offices and other sources afleding
the area shown and it is to be used for reference
purposes only. The City of Oshkosh is not re-
SIJOnsible for any inaccurades herein contained.
If discrepencies are found, please contact the
City of Oshkosh.
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522 W'o 16th Avenue
f\1
A
City of Oshkosh Wisconsin
Community Development
OJHKOfH
ON THE WATER
1" = 20'
Created by - VR
3-31-06
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