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CORRECTION NOTICE / FIELD INSPECTION REPORT
JOB LOCATION: ~l)LJ..'1 t~/L::i"b-f0 ~
CONTRACTOR: ~~
PROJECT TO BE INSPECTED: ; ~~
TYPE OF INSPECTION: ~ e>L.D I Q L~
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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
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/agenuuust sign and date at the bottom ~ notice
and return it to the Inspection Services Division by the Compliance Date of V<l.\~ T1:J ~~ .
INSPECTlONUSULTS ..:
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Print Name
Company
Signature:
Date
~a~.2<. ~003 4:35PM z7i9
-- ~2~ BASEMENT BEAM FOR RAN-1443-1101 LOT 134
· "...........~"'.t~= 3112" X 91f4"1.7E TimberS....r!<l@l LSL
Uwr. 2 lr.m;ll103 4:S4:15 PM
P&o..! EnllIIl9V8I5ion:1,4.16 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN
CONTROLS FOR THE APPLICATION AND LOADS USTED
No.03l7
p. 3/3
0eenII Oim....i..III:_
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Produd lHegrllD Ie ConceptU&
LO~DS:
Analysis is fora Drop Beam Member. Tributary loIld WIdth: l'
Primary Load Group - Residenlial. Uving /Ill'eu (pGf): 40.0 live at 100 'l6 duration. 15.0 Dead
Vertic-' Loads:
Type CIMS live Ou;d Locadon Appl~ Comment
Uniform(plt) FIoor(HKl) 825.0 310.0 0 To 48' Adds To
SUPPORTS:
ltlput BelIrlng VeltJcal Reactions (lblI) o.Iiall Oltler
WIdtII Length LiftlDHdlUIMII'oe.a
1 Pocket in matiOnrywall 3.SO" 3.SO" 3183/1088/0/4271
2 Steeloo/ulM 3.50" 3.68" 8338/3004/0111341
3 Steel column 3.50" 3.50" 8033/2593/0/10626
4 Steel column 3.50" 3.56" 8230/2728/0110957
5 steel column 3.50" 3.50" 8033/2593 '0' 10626
6 Steel column 3.50" 3.ee" 833813004 fO' 11341
T Pocketlnmaeonrywall 3.50" 3.50" 3'183/1088/0/4271
-See T J SPECIFIER'S / BUILDERS GUIDE for detail{a): L4,L5
.Beering length requirement exceed$lnpul at support(s) 2, G. Supplemental ha....,Q i6 required to _sty bearing requirementG.
LA
L5
L5
L5
L5
L5
l4
None
None
None
None
None
Ncne
None
DESIGN CONTROLS:
MaJdmarn Design Control
Shear(lbe) 5810 47'10 8633
Moment (Ft-lbs) -8687 -8687 11076
Live Load Deft (In) 0.163 0.26'1
TotIll Load Deft (in) 0.205 0.392
.Oefledion Criterfa: ST ANDARD(LL:lI36O.Tl:LJ240).
-BlaCing(lu): AI OOInpfU8ion edges (top and bottom) mu&t be bnlO8d.. 2' 8" ole unless deWed otherwlae. Proper a,ltachment and positioning of lateral
bracirlg is required to achMwe member stability.
-The IafJd conditions considered in 1flia deelgn anaIyaia include aIlemBle and adjacen1 member p6m lollding.
ADDITIONAL NOTES:
.IMPORT ANTI The analyais prMMllld is output from ~ developed by Tros Joist (T J). T J warrant61he sizing of ite products by this software wlU be
accompli&hecl in acc:ordance with T J product design criterta and code accepted design values. The specifIC product apptication, input design load&, and
lIIeted dimensions have been provided by !he soflw&18 user. This outp'" has not been nwiewed by B TJ Associate.
-Not.n products life r..mly llV8i\&bIe. Cheak with your eupplier or T J t8chnQI represenI8tive for pfOdl.lCt availQillty.
-THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS.
-AIIcwabIe Streea Desfgn methocIoIogy IMIlS used for Building Code BOCA anelyzing the T J DiBtriIx.Ition produc;t lie(ed above.
Conbat
Paaed (55%)
PaslIl8d (78~)
Pa$$ed (LJ576)
Pasud (LJ458)
Location
U. end S~n 6 underAoor ADJACENT span loading
Bearing 6 under FloOr ADJACENT Bpan loading
MID Sp&n 6 under Floor ALTERNATE span Io!i\ding
MID Span 61.11'ld8r FlOor ALTERNATE sp&n Ioeding
PROJECT INFORMATION:
OPERATOR INFORMATION:
c..Xl}>dOh~ . ZOOl 1:>Y Troll J018~. II waY":ll"""''''' 1lllSiIW"s
TiabctrS1:ran.- i3 a .re9i.S't.ored t.rade:a:s,dc o-~ r~ Joi't.