HomeMy WebLinkAboutFax (truss joist info) - 6/28/200106/28/01 THU 14:59 FA% 612 896 1117
June 28, 2001
Ben Stellzttacher
Noffke Lumber ; i
1525 Bowen St
Oshkosh, WI
Re_ 2745 Kilarn.ty Ct.
Oshkosh, WI
M-01-0518
Dear Ben:
TRtTS JOIST 0002
F TM
fir'-/
AV~kyrrhaeuser Tiusiness
This letter is being sent to verify the adequacy of the 2 ply, 1 3/4" x 117/8" 1.9E Microllam® LVL
beam in the above referenced project. The Z ply, 1 3/4" x 11 7/8" 1.9E 1Vlicrollatn® LVL beam will
be adequate for the given notched condition as shown on the enelosed'I'J-Sizing7~ calculation. The
calculations can be identified by the followi~ date and time in the upper left-hand oorner:
06/28/01 2:31:11 PM
This analysis is based on information ou
y provided. Arty deviation from this information will
require re-evaluation.
We have not reviewed the project plans to detentvine if product application, design loads, and
dimensions are correct. An authority familiar with the structure must confirm the validity of the
loads and dimensions shown.
The calculations apply only to the 'Trus Joist product, 2 ply, 1 3/4" x 11 7/8" 1.9E Microllam® LVL
beam, in the above project. Please look for tl~e proper Trus Joist trademarks when at the proj~t silo.
i
Please contact us if you have any questions.
Sincerely,
~..~-...r~~e
Jeremy Clarke
North Central Region
Encl.
Cc_ Jirn Blair, Trus Joist
North Ce~xrel Region • 430 W 77th Senat. Sutra 200 • ECino, Minnoitipi 66435 • Phena 962.Q96.7175 • Toll Froo 800,430,1427 ~ Fax 902.0~6.t 177
08/28/01 THU 14:59 FA% 812 898 1117 I TRUS JOIST ~J003
~'~~ Beam in the First Floor Deck
TJ~8¢inpTM vtf.UlSl//`"'''3er~Wl N~ ter, eos'1ooz3~ 2 PCS Of .1.75" xi 11.875" 1.9E Microllam® LVL
wiM9rsarv Iant otuzar~oat zst;tt PM
~e THIS PRO~C~ MEETS OR EXCEEDS THE SET DE31t3N CONTROLS FOR THE APPLICATION AND LOADS LISTED
-~_. -
1~- '
^~
a'--
~`'" ~0. 2 .Overall Dimension ~ 20'
_.~
~ i4
,~
~(GYYs ~
Analysis for Beam Member Supporting FLOOR -RES. Applic2
7i~
Loads(psf): 40 Live at 100% duration; 12 Dead; 0 Partition; and:
TYPE CLASS LIVE DEAD LOCATION AF
Untform(plt) Snow(1.15) 360 204 0 to 3'; Ad
Polnt(Ibs.) Snow(1,15) 1312 7t36 3' ', Ad
Point(Ibs.) Snow(1.15) 1312 768 8' ' ` Ad
Urilform(plf) Snow(1.15) 380 204 $'to9' Ad
Uniform(pif) Snow(1.15) 510 269 s' to 20' Ad
Uniform(plf) Floor(1.00) 80 24 0 to 20' Ad
Unlform(plf) Snow(1.is) 60 34 0 to 20' Ad
Product Dlagrt#m Is Conceptual.
Tributary L08d Width: 2'
COMMENT
to
to
to
to
to
to
SUPPORTS INPUT BEARINQ REACTIONS(Ibs.}
WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER
1 2x6 Plate 5.50" 4.25" 2671 / 1315/3987 1 11.9" Datall A3 1.2s" LSL Rirn
2 Beam 3.50" 3.812" 8588 /3421 / 10007 1 11.9" Detail B3
3 2x4 Stud Wall 3.50" 4.71" 4912 / 2094 / 7008 1 11.9" Detail B3
4 2x6 Plate 5.50" 4.25' 1752 / 566 / 2318 1 11.9" Detail A3 1.2d" LSL Rtm
- Ses TJ 8PECIFIER'5 / BWLDER'S C3UIDES for detail(s); A3, B3.
-Bearing length requirement exceeds input at support(s) 2, 3. Supplomantal hardware is r®quirad to satisfy bearing requirements.
LOCATION ANALYSIS•
USER LOCATION "X" (HORlZ.) DIMENSION COMMENT
1 14' ~ t,ocation of the notch in tho top of the beam.
DESIGN CONTRO ~•
MAXIMUM DESIt3N CONTROL CONTROL LOCA710N
Shear(Ib) 4582 3319 9081 Passed(37% Lt. end Span 2 under Snow Roof ADJACENT span loading
Moment(tt Ib) 7162 7182 20525 Passed(35%; Rt. and Span 1 under Snow Roof ADJACENT span loading
Live DeA.{in) 0.065 0.289 Passed(L/999+) MID Span 1 under Snow Roof ALTERNATE span loading
Total Defl.(1n) 0.091 0.433 Passed(L/999+) MID Span 1 under Snow Roof ALTERAA7>=span loading
- Deflection Criteria: STANDARD(LL: U380, TL:L/240),
- Bracing(Lu): All cOmpression odges (top and bottom) must be braced at 20' 6" o% unless detailed otherwise. Proper attachment and
positioning of lateral bracing is roquired to achieve member stability.
-The load conditions considered in this design include aitemate and adjacont member skip loading,
ADDITIONAL NOTES•
- IMPORTANT. The analysis presented is putput from software develppad by Trus Joist (7J). Allowable product values shown are in
accordance with curcant TJ materials and code aCCap~ed design values. TJ En i Bering has verified the analysis. Ths input loads and
dimsnsions have been provid~l by others L$e,,. -` It~~ _~ .~,~~) and must be verified and approved for the
specific application by the design proleQSional for the project
- THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS.
- Allowable Stress Design methodology was used for Codo N$R analyzinfl the TJ Residential product listrsj above.
-Note: Saa TJ SPECIFIER'S / BUtLDER'$ C3UIDES for multiple ply connection.
i
j
@ftOJECT INFORMATION
Classic Homes by Kuba Trus Joist
2745 Kilamey Court Jeremy Clarke, EIT
Oshkosh, WI 54901 4530 West 77th Street, Suito 200,
M-01-0618 Edina, MN 55435
1-800.438.1427
Fax 952-898.1117
caPYfiOht ®2000 by Trus Jolet, a weYerhaeuaer Business. T.1-WoTM and 7,I~iSingTM are trademarks of 7Yuo Jppt ,
MIH-pllar7r® is a re0istcrcd trademark erTNf Joist ,
i
G:IENGINEER151LNG12007~iYRlotOfit Q,aze
06/28/01 THU 15:00 FA% 612 896 1117'
Beam
~~ ~ 2 P ..
TJS)zinp"' v5.es Serial Number. rto0100297 Cs of 1.75 ~
M~91iN 11111 06f28/200t 4:3t;11 PM
Pte. THIS PRO~tJCT MEETS OR EXCEEDS THE SET DC
OPERATOR NOTEQ ~ j
The beam will be tidegaute to sustain the given loads I`with the
Any deviation will require re-evaluation.
TRUS JOIST ~ 004
~ the First Floor Deak
11.875" 1.9E Microllam® LVL
CONTROLS FOR THE APPLICATION AND LOADS LISTED
as shown.
12 ~ I.
~ ~~
PROJECT INFORMATION
Classic Homes by Kuba
2745 Ifilamoy Court
Oshkosh, WI 549D1
M-01.0518
Copyrlpht ~ 2000 bN Tnls Joist, a Wayarhaauwr business.
Microllartral IS o rra0irttrfrnd UOdemark of Tnu Joln .
G;IHNGINEERIS VJNG120otatrrlot o610.aze
I M
~~ Z
C
,t .
A
True Joist
Jeremy Clarke, f:IT
4:f30 West 77th Stn
Edina, MN 55435
1-s00-438-1427
Fax 952-996-1117
TJ•ProTM and 7JStr1ng~ ;
f
~I Q 1
i plrK~- IP_ 4L0'~'fJ'~
Suite 200,
trademarks of Tw ,lout .