HomeMy WebLinkAboutRough (Bldg & HVAC) - 02/04/2005 CORRECTION NOTICE / FIELD INSPECTION REPORT *,
JOB LOCATION: / 1 w 1" 1 (1,0 -r--
City of Oshkosh
Inspection Services Division CONTRACTOR:
215 Church Avenue, PO Box 1130
Oshkosh, WI 54903 -1130 PROJECT TO BE INSPECTED: +CDa l Lam\)
Phone: (920) 236 -5050
Fax (920) 236 -5084 TYPE OF INSPECTION: R / 7 7 -14- 1,0Q .
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
TTEM # 1 CODE INSPECTION RESULTS
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ACTION TAKEN: "
❑ Not Approved/ Insp. Report left on site l Not Approved/ Insp. Report given to ❑ Mailed/Faxed
Signed )
Inspection Services Division Date of Inspection Phone #
I hereby certify that the violations listed on this Notice/Report have been corrected.
Print Name Oi . "I n � c_i > e,t' So Company C er'V I L r eCti 5 Car pen4r
Signature: ✓ Date Z l lt /0 5
Ce jam
" We ' "`'a"""B`s`""` 3 Pcs of 1.75" x 4 3/4" 1.9E Microllam® LVL
TJ -Beamt 6.16 Serial Number: 7003007686
User: 1 2/4/2005 2:07:06 PM
Pagel Engine Version:1.16.5 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN
CONTROLS FOR THE APPLICATION AND LOADS LISTED
Member Slope: 0/12 Roof Slopel0/12
6' 2"
All dimensions are horizontal. Product Diagram is Conceptual.
LOADS:
Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 12'
Primary Load Group - Snow (psf): 30.0 Live at 115 % duration, 17.0 Dead
SUPPORTS:
Input Bearing Vertical Reactions (Ibs) Detail Other
Width Length Live /Dead /Uplift/Total
1 Stud wall 3.50" 1.50" 1110 / 840 / 0 / 1950 L1: Blocking Custom Blocking
2 Stud wall 3.50" 1.50" 1110 / 840 / 0 / 1950 L1: Blocking Custom Blocking
-See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): L1: Blocking
DESIGN CONTROLS:
Maximum Design Control Control Location
Shear (Ibs) 1845 -1515 5449 Passed (28 %) Rt. end Span 1 under Snow loading
Moment (Ft -Lbs) 2690 2690 5580 Passed (48 %) MID Span 1 under Snow loading
Live Load Defl (in) 0.113 0.292 Passed (U621) MID Span 1 under Snow loading
Total Load Defl (in) 0.198 0.313 Passed (L/353) MID Span 1 under Snow loading
- Deflection Criteria: STANDARD(LL:U240,TL:U180). Additional checks follow.
- TL:0.313"
- Bracing(Lu): All compression edges (top and bottom) must be braced at 6' 2" o/c unless detailed otherwise. Proper attachment and positioning of
lateral bracing is required to achieve member stability.
- Design assumes adequate continuous lateral support of the compression edge.
ADDITIONAL NOTES:
- IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will
be accomplished in accordance with TJ product design eriteria and code accepted design values. 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 TJ Associate.
-Not all products are readily available. Check with your supplier or TJ technical representative for product availability.
-THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS.
- Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above.
-Note: See TJ SPECIFIER'S / BUILDER'S GUIDES for multiple ply connection.
PROJECT INFORMATION: OPERATOR INFORMATION:
BEN STELLMACHER
NOFFKE LUMBER INC.
1601 BOWEN STREET
OSHKOSH, WI 54901
Phone: (920)235 -3080
Fax : (920)235 -3061
ben @noffkelumber.com
Copyright 2004 by Trus Joist, a Weyerhaeuser Business
Microllam: ; is a registered trademark of Trus Joist.
TJ- Beam®6.16 Serial Numb 0 00 6 "` 3 Pcs of 1.75" x 4 3/4" 1.9E Microllam® LVL
Users l 2/4/2005 Engine Version: 1 2:07:07 1 PM
.1166 .5
Page e 2 Engng ine THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN
CONTROLS FOR THE APPLICATION AND LOADS LISTED
Load Group: Primary Load Group
5' 10.00" ^
Max. Vertical Reaction Total (lbs) 1950 1950
Max. Vertical Reaction Live (lbs) 1110 1110
Required Bearing Length in 1.50(W) 1.50(W)
Max. Unbraced Length (in) 74
Loading on all spans, LDF = 0.90 , 1.0 Dead
Design Shear (lbs) 653 -653
Max Shear (lbs) 795 -795
Member Reaction (lbs) 795 795
Support Reaction (lbs) 840 840
Moment (Ft -Lbs) 1159
Loading on all spans, LDF = 1.15 , 1.0 Dead + 1.0 Floor + 1.0 Snow
Design Shear (lbs) 1515 -1515
Max Shear (lbs) 1845 -1845
Member Reaction (lbs) 1845 1845
Support Reaction (lbs) 1950 1950
Moment (Ft -Lbs) 2690
Live Deflection (in) 0.113
Total Deflection (in) 0.198
PROJECT INFORMATION: OPERATOR INFORMATION:
BEN STELLMACHER
NOFFKE LUMBER INC.
1601 BOWEN STREET
OSHKOSH, WI 54901
Phone : (920)235 -3080
Fax : (920)235-3061
ben @noffkelumber.com
Copyright c;? 2004 by Trus Joist, a Weyerhaeuser Business
Microllam:k is a registered trademark of Trus Joist.
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CORRECTION NOTICE / FIELD INSPECTION REPORT
JOB LOCATION: ¡tj;),\.o h,~t-hl-~ '>,
CONTRACTOR: ~~ "i>T'l~L"tr
PROJECT TO BE INSPECTED: ~~\ Ìì Ù'IÙ
TYPE OF INSPECTION: K ß'(b / -.:ï<~
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City of Oshkosh
Inspeotion SeMees Division
215 Church Avenue, PO Box 1130
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 of this notice
and return it to the Inspection Services Division by the Compliance Date of
. ';;ß'El\IlI .~O]jE .- .,;c,. INSPECTION lU:SULTS
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Inspection Services Division Date ofinspection
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Phone #
Print Name
Company
Signature:
Date