HomeMy WebLinkAboutBuilding Field Notice - 2/28/2005
'. p
.~.~
City of Oshkosh
Inspection Services Division
215 Church Avenue, PO Box 1130
Oshkosh, WI 54903-1130
Phone: (920) 236-5050
Fax (920) 236-5084
CORRECTION NOTICE I FIELD INSPECTION REPORT
lRCCAkJ q'*
CONTRACTOR: D ~LZ-
PROJECT TO BE INSPECTED: ~"ÏA.
TYPE OF INSPECTION: -=?v ß-U:)
~
JOB LOCATION:
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
INSPECTIONR):SVLTS
"'\l-~~~ \D cS..z~~ ~Q.òL "-
~"l.~ <R~ ~( ~~
Ji?!r.\tŒNfS:t:;,.¡I:hi"..... . .!.':::l!:;.,!:",iw:
:;::APrr~OVe&InsP.Rep3'f;;J~)íMrU ~~ d-~dæ:d
Inspection Services Division Date ofInspection Phone # ~
Print Name
Company
Signature:
Date
~/
~~l~'B"'iO~'
TJ-Beam@616S"ial ""mb,,' 7003007686
U", 1 2/22/20053.2623 PM
Page 1 EogiooV""o",,6,5
NEW HEADER
3 Pcs of 13/4" x 11 7/S" 1,9E Microllam@ LVL
THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN
CONTROLS FOR THE APPLICATION AND LOADS LISTED
J
[!J~
!
14' 3"
L
~@J
.
Product [)i.gram is Conceptu.I,
LOADS:
Analysis is for a Header (Flush Beam) Member, Tributary Load Width: 10'
Primary Load Group - Residential- Living Areas (psf): 40.0 Live at 100 % duration, 12.0 Dead
SUPPORTS:
Input Bearing Vertical Reactions (Ibs) Detail Other
Width Length LivelDead/UpliftlTotal
1 Stud wall 3.50" 1.72" 2850/978/0/3828 A3: Rim Board 1 Ply 1 1/4" x 11 7/8" 0.8E T J-Strand Rim Board@
2 Stud wall 3.50" 1.72" 2850/978/0/3828 A3: Rim Board 1 Ply 1 1/4" x 11 7/8" 0.8E T J-Strand Rim Board@
-See TJ SPECIFIER'S 1 BUILDERS GUIDE for detail(s): A3: Rim Board
DESIGN CONTROLS:
Maximum Design Control
Shear (Ibs) 3738 -3139 11845
Moment (Ft-Lbs) 13006 13006 26772
Live Load Defl (in) 0.261 0.348
Total Load Defl (in) 0.351 0.696
-Deflection Criteria: STANDARD(LLL/480,TL:L/240).
-Bracing(Lu): All compression edges (top and bottom) must be braced at 10' 6" o/c unless detailed otherwise.
lateral bracing is required to achieve member stability.
Control
Passed (27%)
Passed (49%)
Passed (L/639)
Passed (L/476)
Location
Rt. end Span 1 under Floor loading
MID Span 1 under Floor loading
MID Span 1 under Floor loading
MID Span 1 under Floor loading
Proper attachment and positioning of
ADDITIONAL NOTES:
-IMPORTANT! The analysis presented is output from software developed by Trus Joist (T J). T J warrants the sizing of its products by this software will
be accomplished in accordance with T J product design criteria and code accepted design vaiues. The specific product application, input design loads,
and stated dimensions have been provided by the software user. This output has not been reviewed by a T J Associate.
-Not all products are readily available. Check with your supplier or T J technical representative for product availability,
-THIS ANAL VSIS FOR TRUS JOIST PRODUCTS ONL V! PRODUCT SUBSTITUTION VOIDS THIS ANAL VSIS.
-Allowable Stress Design methodology was used for Building Code UBC analyzing the T J Distribution product listed above.
-Note: See TJ SPECIFIER'S 1 BUILDER'S GUIDES for multiple ply connection.
PROJECT INFORMATION:
LEE TRITT
689 W 19TH
OPERATOR INFORMATION:
BEN STELLMACHER
NOFFKE LUMBER INC.
1601 BOWEN STREET
OSHKOSH, WI 54901
Phone: (920)235-3080
Fax: (920)235-3061
ben@noffkelumber.com
Cepy",g", C 200.
Mic'OUem" " e
/cQJ'-\'\\V
\x~vrQ
~