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City of Oshkosh
Inspection Services Division
215 Church Avenue, PO Box 1130
Oshkosh, VVI54903-1130
Phone: (920)236-5050
Fax (920) 236-5084
CORRECTION NOTICE I FIELD INSPECTION REPORT
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CONTRACTOR: Cl<EA=ny,G" Cu.J'~/'I A6,Nj~
PROJECT TO BE INSPECTED:
TYPE OF INSPECTION:
~
.~
JOB LOCATION:
Violations must be corrected and approved within 30 days unless othervvise noted. Call for re-inspections prior to concealment
and/or occupancy. Upon completing the corrections, the owner/contractor/agent must sign and date at the bottom of this notice
and return it to the Inspection Services Division by the Compliance Date of
INSPECTIONRJSl.!L'l'S .
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Print Name
Company
Signature:
Date
Jan. n. c2.00~ 2: 02PM
No.0326 p. 2/4
. ~~.=
UMr; 2. 1W-\r.1.1lO3 2:()4;' 7 Plil
Paa81 Eotgtne V8l1lIQn; 1.4.10
BASEMENT BEAM FOR RAN-1248-1101 lOT 132
3 1/2" x 9 1/4~' 1.5E TimberStrand@ LSL
THIS PRODUCT MEETS OR EXCEEDS THE SET DeSIGN
CONTROLS FOR THE APPLICATION AND LOADS LISTED
ow...... Dlmemlton: 41' ~.
~
.
lill
,'g '114- l
~
.,. 11/4" +
it
L
~
, 1" '114" 4 I' 'I "12"---'"
Pr'oduct Diagr_ is Caneept.....
li1
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J
&---.... '112""
.,....W'
LOADS:
Analysis is for 8 Drop Beem Member. Tributary Load Width: l'
Primary Load Group - ReGicfential - Living Areas (pst): 40.0 Uve at 100 % dunmon, 15.0 Dead
Vertical Loads:
Type Class LIVe Deed LocaIIon Applloldlon Comlllllnt
Unifom'I(pIf) FIool'(1.oo) 650.0 425.0 0 To 47' 4" Adds To
~lJpPQ~S'
Input BHrI", Ve~Q1 R.u.clionB Clba) Detail Other
Width Length UveIDelldlUplftlTof.-l
1 PocIret in mlllSOnry wall 3.50" 3.50" 2562/1-192/0 1.ul54
2 Steel coIurm 3.50" 3.93" 8828/4028 10/106$
3 Steel column 3.50" 3.53" 6232/3340 10/9572
4 Steel column 3.50" 3.68" 6412/3074 10/9986
5 Steel column 3.50" 3.53" 623213340 10/9572
6 SlMIcolumn 3.SO" 3.93" 6628/4028/0/10666
1 PocketinRl8SQnrywall 3.50" 3.50' 2562/1492/014054
-See T J SPECIFIER'S 1 BUILDERS GUIDE for ~I(s): LA,L5
-8ea.rin9 length requinlmenl8XC88ds input at support(s) 2, 4, 6. Supplemental hardwllre is required to s.isfy bearing requiremen1s.
Lot
L5
L5
1-5
l5
l5
\.4
None
None
None
None,
None
None
None
DESIGN CONTROLS:
. MaxImum Design Control
Shear (Ibs) 5554 4510 8633
Moment (Ft-Lb6) -8106 -8106 9585
Live loed Dell (in) 0.154 0.265
Total Load Deft (in) 0.223 0.398
-D8ftection Criteria: STANDA,RD(Ll:l/36D,Tl:L.1240).
.Bn1cing(Lu): All oompression edges (top and bottom) must be bfll108d .. 2' 8M ole unless delaUed clherwise.. Proper attachment and poeilioning of I81eI'lll
bracing is required to achieve member etabUity.
-The loald ~$ QOI'IGidered if.l thi$ design a.naIyals include IlItem&Ie and adjaGent member pattern loading.
Conlrot
Paseed (52%)
Passed (85%)
Passed (lJ621)
PaBSlld (U4:l7)
LocatIon
Lt. end Span 6 under Floor ADJACENT span 1000ing
Bearing 6 under Floor ADJACENT $pal'lloading
MID Span 1 under Floor ALTERNATE Gpan loading
MID Span 6 under Floor ALTERNATE IIpBn loading
ADqmONAL ~QJES.
-IMPORTANT! The analysis preaented Is output from GOftware deve/opecl by Tnss Joist (T J). T J warrants the sizing of its prodUQts by this GOftwa,. wi. be
8,coomp/ished in 8OCOIdance with T J product design crfterill and code acceptCld design values. The Specif'1O produot applioation, Input deGign loads, .nd
slal8d dimensions have been provided by Ihct son-e usel'. Thla output has not been ~ by II T J Associate.
-Not all prgd~ IlIre I'IilIlIdRy 8II8i1able. Check with your $Llppliltr or T J \8ChnQI I'tlpteSel'lta\iw for produc;t avallabHlty.
-THIS ANAl. YSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTlTUTION VOIDS THIS ANALYSIS.
-A~ Stress Design methodology VI!89 UlIed for IMlding Code BOCA analyZing the T J Dildlibution produd Iist8d abow.
PROJECT INFORMAnON:
OPERATOR INFORMATION:
Copyright: <<10 .2001 .by TrU3 Jo.:i.~t, .. ..:r.~h.e\laeE ke.inl!!N5l:
T1_rStrQ_ 18 " r.~13t.r8d tr8dQl!Q"~ 01: T:ru. JobL