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CORRECTION NOTICE / FIELD INSPECTION REPORT
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PROJECT TO BE INSPECTED: ~
TYPE OF INSPECTION: ~ &:.~
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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
JOB LOCATION:
CONTRACTOR:
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 of this notice
and return it to the Inspection Services Division by the Compliance Date of ::::ft2-,,~ ,.-0 J ~
INSPECnONR&SULrS
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Print Name
Company
Signature:
Date
Jan.22. 2003 4:,,~jPM 272/ No,0317 p. 2/3
", . ~~~ 3112" 1191/4~~~~::S1rand@) LSL
User. 2 1122120OO 4;38:40 PM
P8g&1 EI\,iIl&Ver&ion: 1.4.16 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN
CONTROLS FOR THE APPLICATION AND LOADS LISTED
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LOADS:
Analysis is for a Drop Beem Member. Tributary Load Widlt'l: l'
Primary Load Group - Re&ident~t - Wiling ArellS (pst): .40.0 Liwat 100 % duration. 15.0 Dead
Vertical Load$:
Type Class Live Dead Location AppIicaIIon ComIhent
Uniform(pIf) Floor(1.00) 850.0 362.0 0 T041' 4" Adds To
~VPPORTS:
Input Sea"ng V.rtical ReKUons (Ibs) Detail other
WIdth Length LIveIDNd/UpIlltIT oW
1 Pocket in mnonry wall 3.50" 3.50" 2990/1163/014154 L4 None
2 steel column 3.50" 3.51" 7695/31Z2/011OB16 l5 None
3 SfH/ c:olumn 3.50" 3.50" 7237 I 2598 I 0 19835 L5 None
4 Steel column 3.50" 3.50" 7371/Zl44 10/ t0115 L5 None
5 Steel cclumn 3.50" 3.50" 7203/2696 10 19898 L5 None
6 StellJ column 3.50" 3.50" 6931/ZT1OIO/9701 l5 None
7 Poc:k,tlt in masonry WIlli 3.50" 3.50" 2542/917/0/3459 L4 None
.See T J SPECIRER'S 1 BUILDERS GUIDE fO(' detal(B): l4,L5
DES.ON CONTRQLS:
Maximum DesIgn Control
Shear (Ills) -0615 -4444 8633
Moment (Ft-Lb8) -7440 .7440 11076
Live Load Deft (8'1) 0.119 0.239
ToIid Load Deft (in) 0.155 0.358
-Deflectiorl Criteria: STANDARD(ll:IJ36O,Tl:LJ24O).
-Bracing(lu): All oompression edges (top and bottom) mu8t be braced at 'it 8" ole unless detailed cthenwiae. Proper attachment and positioning of Illteral
bracing is required to achiB\18 member stability.
-The loud conditions oonsidered in thfG design analysis include ~ Ilnd adjBcent member paltern loading.
Control
Paseed (51%)
Pas&ed (67%)
PasMd (U725)
PIl888d (LJSS6)
loc:lIIion
Rt. end Spcm1 under Floor ADJACENT span loading
Bearing 2 under Floor ADJACENT &pGn loI6ing
MID Spwl1 under Floor At 'fERNATE spIlIn loading
MID SPllIn 1 under Floor ALTERNATE span loading
ADDITIONAL NOTES:
-IMPORTANT! The analysis pl'8l!ented is output from softw8re developed by TrUll Jaist (T J). T J WIIlRants the sizing of its procllclll by this &<lftware will be
Ilccomplistled in IlCcordllnoe with T J product design criteria and code aoceptecJ _ign values. Tile specific product appUcetlon. Input design loads. ltnd
stated dimensions have been pI'OIIided by the soflwure user. Thl$ ouIput ha$ not been r~ by aT J AslIociate.
.Not all products are I'eIldily available. Check with your supplier or T J I8chnicel r&preSent&live for produd lMIilabillty,
-THIS ANAlYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS.
-AIIowtabI8 SttBn Design I1llllhodcllo9Y wu uaed for Building Code BOCA enaIyzlng ftle T J Di&tribulion produollisted abo\Ie.
PROJECT INFORMATION:
OPERATOR INFORMAnON:
(;opyr1gh" 0 2001 I>y l;~S .1oist. a ...,.rhuuser lNoina.oa
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