HomeMy WebLinkAbout12325-Building 2nd inspection
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OSHKOSH
ON THE WATER
Issue Date 3/8/2007
Address
INSPECTION SERVICES DIVISION ROOM 205
DEPARTMENT OF COMMUNITY DEVELOPMENT
CORREC"FION NOTICE
CITY OF OSHKOSH
215 CHURCH AVE
PO Box 1130
OSHKOSH WI 54903-1130
i
i Compliance No
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City I
OSHkoSH
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Compliance Date 4/7/2007
Introduction
Address
907 S MAIN ST
U Required for Occupancy
he final inspection of the detached garage revealed the following violations.
State Zip Code
WI 54902 -6017
Sent to
Occupancy
Last
Updated
Code COMM 21.02 Compliance No Compliance Date 104/07/2007
ISubmit manufacturer approval for the cut gable end truss due to the window installation. Also provide a truss layout/plan that specifies the
Ilateral bracing requirements for the trusses. :
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Item # 1
Description
03/08/2007
Summary
IPlease submit the required information. If repairs are required they are to be done and re-inspected within the next 30
days. Office hours are Monday-Friday 7:30-8:30am and 12:30-1 :30pm. If you have questions feel free to contact me at
~36-5036. i
I
Violations must be corrected and approved within 30 days unless otherwise noted. Call for reinspecti~>ns prior to concealment
and/or occupancy. Upon completing the corrections, the owner/contractor/agent must sign and date ~t the bottom of this notice
and return it to the Inspection Services Division by the Compliance Date of 4/7/2007 !
Office hours for obt~ining permits are Monday through Friday 7:30-8:30 a.m. and 12:30-1 :30 p.m. or by1apPointment. To schedule
inspections please call the Inspection Request line at 236-5128 noting the address, permit number (w~en applicable), and the
nature of what needs to be inspected. i
Signature k~),~I~ Date 3JiJ61_
Inspected by: Nicole Krahn 236-5036 nkrahn@ci.oshkosh.wLus I
I hereby certify the violations listed on this report have been corrected in compliance with the applicable codes. I
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Page 1 of 1
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FAX No, 9202353061
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TJ-l3eamo1!l !l.25 68rlal Numb.r: 700410949;/
User: 1 3/.27J:l,00712:3;1:58 PM
P'I901 Engin.. Ver.lon: 5.25.71
HEADER FOR GABLE ~ND TRUSS (AT.TIC ROOM TRUSS W/WINDOW CUT IN
11/2" X 3 1/21w 1.4E Solid Sawn Spruce Pine Fir #2
THIS PRODUCT MEETS .OR EXCEEDS THE SET DESIGN
CONTROLS FOR THE APPLICATION AND LOADS LISTED
Member Slope: 8M2 ROof Slope10i12
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All dimensions lire horilontal.
1>--4' ----.I
LOADS:
Analysis is for 1\ Hea<:hiW (Flueh Beam) Member. Tributary LO'lQ WiQth: 2'
Primary Load Group - Snow (pst): 30.0 Live at 115 % duration, 17.0 Dead
Product D180rlm I. Conceptual,
!
SUPPORTS:
Input Bearing Verticlll Raactlons (Ibs) Detail other
Width L~ngth LlveJDeadJUpliftlTotal
1 Stud wall 3.50" 1.50" 120/91/0/2.11 By Others None
2 Stud wall 3.50" 1.60" 120191 f 0 /211 By Othen; None
-s~~ T J SPECIFIER's 18UILDERS ~UIDE for detall(e): By Othera
PESIGN CONTROLS:
Maxlmum Oe$lgn Control Control Location
She~r (IbIS) 193 -149 643 Pclss'ed (27%) Rt. end Span 1 under SnOVl/ loading
Moment (Ft,Lbs) 177 177 385 Passed (46%) MID Span 1 under Snow loading
Live Load Defl (in) 0.033 0.183 Passed (LJ999+) MID Span 1 under Snow loadlll9
Total Load Deft (in) 0.OB7 0.244 Passed (U771) MID Span 1 und'er SnOW loading
-Daflection Criteria: STANDARD(LL:U240,TL:LJ180). Additional checks tallow.
"TL:O.313" I
-Bracing(Lu): All compression edges (top and bottom) must he bl<lced at 4' o/e unless det~l/ed otherwise. Proper attachment and positIoning of lateral bracing
is required to achieve member l;>tabll1ty. I
-The allowable shear stress (Fv) has not been Increased due to the polential of-splits, chQcks anq shakes. See NOS far applicability of lncre"..e.
-An'llyail> b"lOed on vertical loads only and assumes structuml supports. all noted in the input. Axial loads are not considered in this analysis.
,Design assumes adeqLlate continuous lateral supporl of tho comprasslcn edge.
ADDITIONAL NOTEs: i
-IMPORTANTl The analysis presented is oLltput from $oftwOlre devetoped by Trus Joist (T J). T J warrants the sizing of its products by'this software willl:>e
accomplished In accordance with T J product Qf!sign crlterla Iilnd code accepted design values. The specifip product application. input ~esign loads, and
stated dimensions have been provideq by the $ofiwOlre USer. This output has not been reviewed by 2 T J Assocl'lle. '
-Not all products <Ire readily llvail!\bla.. Cheok with your euppller or T J technical representBlive for product availability. I
-THIS ANAL YBIS FOR lLevel PRODUOTS ONLY! PRODUCT SUSSTITUTION VOIDS THIS ANAL VSIS. Solid saWn lumber analY~15 is in accordance
with 2001 NDS methOdology. ,
-Allowable Stress Design methodology was used for Building Coos IBC analyzing the solid lOawn lumber materlalllsled above.
PROJECT INFORMATION:
JIM GOLLNICK
NEW GARAGE
OPERATOR INFORMATION:
R.USS HINTZE
NOFFKE LUMBER INC.
1601 BOWEN STREET
OSHKOSH, WI 54901
Phone: (920) 235-3080
Fax ; (920) 235-3Q61
ruas@noftkerumbar.com
Copyright ':'I 2006 by Tru.!:iI Jol3'tr ~ W'eye.l:'hlSeu~Qr BIJ.5iI")Q:iIi.sl