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CORRECTION NOTICE / FIELD INSPECTION REPORT
JOB LOCATION: r?~~J.-bI1J./I~/1
CONTRACTOR: . Lrt!A& k L&~/y) #~
PROJECT TO BE INSPECTED: #f' -Ji/ a/l'1e.
TYPE OF INSPECTION: l:t:JvA
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City of Oshkosh
Inspection Services Division
215 Church Avenue, PO Box 1 130
Oshkosh, WI 54903-1130
Phone: (920) 236-5050
Fax (920) 236-5084
Violations must be corrected and approved within 30 days unless otherwise 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 ofthis notice
and return it to the Inspection Services Division by the Compliance Date of /
INSPECTIONlUi:Sl.ll.TS... .
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Date
Jan.23. 2003 2:D3PM No.0326 p. 3/4
"". ~ ~~ BEAM BEHIND STAIRS 01-152-T LOT 133
· :>~.~...r~~ 3 112" x 91/4" 1.5E TlmberSlrand@ LSL
ueer. 2 1fZ312OO3 2~02:02 PM SSG
""eel EnglneVereloR:1..4.111 THIS PRODUCT MEETS OR EXCEED THE SET DE I N
CONTROLS FOR THE APPLICATION AND LOADS LISTED
1"1 till"
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o.nn DIrnenIIIan: 2lI" 18 'W'
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r 1112" t-
Product Diagram Is Conceptual.
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LOADS:
Analysis is for a Drop Beam Member. Tributary Load Width: l'
Primary Load Group _ Residenlial- Uving Areas (pst): 40.0 Uve at 100 % duration, 15.0 Dead
Vertk;&Iloads:
Type ClaM UVe Dud LOCIllIon ApplicatIOn comment
Unifoon(pI) FIoor(1.00) 600.0 255.0 0 To 20'10 314" Adde To
SUPPORTS:
Input Burl", Vertical Ructions (Ibs>> Detail other
WIdth Length L1velOeadlUpQItITotal
1 SteIII column 3.5lJ' 3.50" 2lJ74 I Bm/0/2877 l5 None
2 Steel column 3.50" 3.50" 5329/2161/QI14a9 L5 None
3 Steel oolumn 3.50' 3.50" 5244/210810/7352 L5 None
4 Steel column ~.60" 3.50" 2f129 , 7781 0 12807 L5 None
-See T J SPECIFIER'S 1 BUILDERS GUIDE for delail(s): L5
DESIGN CONTROLS:
MaxImUm DelsIgn Control
SheBr (Ibs) -3869 -3026 8633
Moment (Ft-lbs) -49&4 -4964 9585
live Load CeO (in) 0.083 0.228
ToI8I Load Deft (in) 0.108 0.342
--DefIeotjon CriI.riB: STANDARD(LL:LJ360,TL:U240).
-BracIng(lu}: All ~ edges (lOp and bottom) mU&t be braced at 'Z fr' ole unless d81ai18d oth8MiIe. Proper alI8chment and positioning fA lateral
bracing 15 required to ec:hieve member alGbaily.
-The load condition$ co~red in Ihi& design analy&i& include alternate and adjacent member pattern Iouding,
Control
Passed ~)
PllS88CI (52'lro)
PaGGed (L.984)
PaU8d (LI759)
Location
Rt. end SplII'I1 unclei' Roor ADJACENT span loadIl'l9
Beering 2 under Floor A.DJACENT span t08dlng
MID Spen 1 under Ftoof AlTERNATE sparlloadin.g
MID Span 1 under Floor AlTERNATE liJPil" loading
ADDITIO~ N01'ES:
-tMPORT ANTl The _lysis pretented is output fI'om eol'lwaredevelopecl by True. Joist (T J). T J warrants the sizing of ita produd8 by this aoIlwal8 will be
accomphhed in EIOOOI'dfince with T J pJOdUC1t deGign criteria and cocIe accepted design values. The SpecifIC pR)duct application. Input design loads, a.nd
1I1a1ed dinenllion& have been provided by the software user. This ~ halO not been reviewed by aT J Associate.
-Not all pcorIuds. are readily awIlaI*. CheCk'" your lWflPlier or T J t8Ctlnicall8pf8SllntBtive for product a1l8ifBbiIlIy.
-THIS ANAlYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS.
-Allowable Slre9s Design methodology was. U9Eld fer Builcling Code BOCA analyzing the T J Distribution product listed abcMl.
PROJECT INFORMATION:
OPERATOR INFORMATION:
C~1i'l9ht e 2001 by true Jciat, . W<eyed\l!~.eu~el: Sueine$'
TiJlIbustrandlP i. . re9b'tuG~ t~..cs",,;ork of nus Joist.
Jan.23. 2003 2:Q3PM No.0326 p. 4/4
.~ ff'{iiw.7~ BEAM ON SIDE OF STAIRS 01-152-T L0T133
.. · ,~.....!1~~ 3 112" x 9 114" UE TimberStrandQll LSL
~:~ ~~:1;:~1l THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN
CONTROLS FOR THE APPLICATION AND LOADS LISTED
BJI
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001
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Ova. Dimensiun: 2S" ~
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f '" 11112"'........-4
Product DlagrMnts Concept.....
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~5.4tJ2"
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I' 3 112"
LOADS:
An8Iy8is is for a Drop Beam Member. TriblIIary I.oad Width~ l'
primaly Loed Group _ Res/dential- liVing N<<3 (PSt): 40.0 Uve III 100 % duration, 15.0 Dead
Vertical Loacl$:
Type CI_ss Uve Dead
Uniform{pIf) Flgor(1.00) 600.0 256.0
PoInt(Ib&) Floor(UlO) 1200 512
Polnt(lOe) FIoOr(1JlO) 1'200 512
SUPP9aT$:
LocatIon
OTo 23'4"
"2
10'
AppliAtion Comment
Adds To
Input Bearing v.JtlQI RlIIICtions (Ibs) DeCalt Oth.r
WIdth Length L1ve1DeadlUplift/T ot8J
1 Pocket in lIl8fIomy wall 3.50'" 3.00' 2314 J 890 /0 13204 L4 None
2 steel c:olumn 3.50" 3.50" 5127/207110/7198 l5 None
3 steel column 3.50" 3.50" 5475/2039/0/7514 L5 None
.. Steel column 3.50" 3.50" 4689/1899/0 16588 L5 None
5 Pocket in rnuonry wall 3.&1' 3.50" 1787 1fS791 0 12A66 t.4 None
-See T J SPECIFIER'S 1 BUILDERS GUIDE for detail(&): L4,L5
DESI~N CONTROLS:
Maximum Dealgn Contrvl
Shear (11)>) ...4319 -3475 8833
Moment (Ft-lbs) -4154 4154 9585
live l..Dltd Deft (in) 0.049 0.174
ToIaI Load DeCI (In) 0.064 0.260
-t)etIeetion CrtAria.: STANDAAD(U:lJ36O,Tl:LI240).
-8nJ.cing(l.u): All compression edgeG (lop and bottom) must be bI1Ioed at 2' 11' ofc unless ~ oltlerWise. Proper 8Il8chment end poeitiot'ling of \818181
bracing is requinld to achieve member etability.
. The load oonditlone eonGlderecl in this desjgn e.naIysis include altemate and .djacent member p&tIem Io8dlng.
Control
Passed (40%)
P8Sged (43%)
Passed (LJ999o.t.)
PlIssed (LI98O)
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Rt. end Span 2 under Floor AOJA.CENT span loading
MID Span 1 under Floor ADJACENT &pan loading
MID Span 1 under Floor At. TERNATE,pan loading
MID Span 1 under Floor ALTERNATE tp:ln 10llding
ADDmONAL NOTt:8:
-IMPORTANT! The analysis p~ is output from $OffWln d8ve1oped by Trus Jol5t (T J). T J ~ the sizing of its produds by this software will be
~ish8d in a.coordanoe with T J product design criteria and code acoepled deGlgn value&. The specific product appioatlon. input deGign loads. and
ctarad dimen8ions haw Ile8n ptOIIided by the eoftware utal'. This output has nd been revieNed by aT J Associate.
-Not all products are relldilyaYelllable. Check with your supplier or T J technical repre$8ntativll for product avaIlablftty.
-THIS ANALYSIS FOR TRUS JOIST P~ODUCTS ONLY! PRODUCT SUBSTITUTION VOiDS THIS ANALYSIS.
-Allowable stress Design rnethodoiogy was ueed for Building Code BOCA ansIyzing the T J OI&tfibUtion product listed above.
PROJECT INFORMATION:
OPERATOR INFORMATION:
Copl'C19M <!l ~OOl. by 'l:ru. Joi.t. & lfey...h..eu..... IlWO.\.J).8U
'ti1'Clbe&S't:t'end.1& ia << J:'8;,ia'tel'9<.\ tre.d.",e1:k of Tcu:s Joi:st:..