HomeMy WebLinkAboutMiscellaneous - Exception (101)'Jty Fy K4
tr6dge Crossing
�3A189 T3 ROOF TRUSS b 1 1.1101633e
LESMUME3 OL'fRATEC 1 0TAU $1y" SR7 a Nov 1 tlli Indualrlse, Ind. eb 1314; 1
•1.2-0 81be I 134-11 ^20410 25.84
1-2-0 0-96 M7.6 7-1-5 0-2-0 tL1-0 3g0
5x10 = Scale =1:92.0
6.00 jw 2x5 II 34 — 3x4 _
F G N I
LOADING
(pEf)
SPACING
2-0.0
TCLL
30.0
Plates kitmaso
1.16
TOOL
7,0
Lumber Uxxease
1.15
SCLL
5.0
Rep Stress I=
YES
BCDL
7,0
COCA BOCA/ANS195
LUMBER
TOP CHORD
Sheathed or 2.8.7 oc purlins, except end vettiatls, and j
TOP CHORD 2 X 4 SPF No.2'Exospr
240.0 oe "rts (70.0.0 MM.), F.I.
F -I 2 X 4 SPF 1860F 1.6E
BOT CHORD
•AQT CHORD 2 X 4 SPF N0.2 -
S -P 2 X 4 SPF 210pF 1.8E
�t13S
2 X 4 SPF No.2
0 R PS O N K J
4x4 - 4x7 - 4we = M It 2x4 II and =
25" 31-4-0 35." 1
16b15 6-1-0 34,0 i
6
C$1
YC 0.62
DEFL
in (loc) I/Cefl PLATES, GRIP
Vert(LL)
-0.51 040 >599 M1120 1971144
BC 0.86
Ve"(iL)
0.64 0-Q 1.470
W8 0.98
Horz(fL)
0.05 N rva
(Mahar)
lot LC LLMh
Udell = 240 Wei&: 196 Ib
BRACING
TOP CHORD
Sheathed or 2.8.7 oc purlins, except end vettiatls, and j
240.0 oe "rts (70.0.0 MM.), F.I.
BOT CHORD
RR ��at ng o009y appal r 3-21 oc bracing. Exaapt
WEBS
1 Row at nddpt IJ. E-0. F -M, H -M I
Lef ' 2 X 4 SPF N0.2
REACTIONS (IlVaita) B=I 85&T ", N=295510.8.0, K=46•1108-0
Maur H= SaW00oad Case 5)
Max Upldt B=1t3700ad CM 4). W-449(laad CUS 4), K=-166(bad cue 3)
Max Grav SRI NOW oft 1), N=2965(kW 09AA 1), K=72"W rise 7)
FORM 0b)- First I. W Casa Only
TOP CHORD MIN48, B-CM-MIU, C-0.2312, D -E=-2004. E -F=-781, F-G=4W, C4*-- 41, 144=S1, IJa22
BOT CHORD 8-0--2M, 04o1510, PAM610, P-821510.04--1610. Nom, %W-2666, G44M-619, M -T=-34'
L -TSA KAI=- 2 , LA"24, H -L-190. J4(=-10
WEBS C -0-M. E4-946, E-0-1384, F-0+827, M -0e712, F -M-1915, H44=.699, J4_=20. PL -119
NOTES
1) TAIs NUae hM bean checked for unbaiN=d bading = d 9m,.
2) This trues has bin tlAAoW for the wind Ioads geherated by 90 mph winds at 50 R above ground*M, using 8.0
Psi bP ORM dead road and 8.0 psi bORom chord dead load, in rhe gable end roof mne on an o=Varwy t:tl %WY
II, cored bon 1 wctosW building, with wpowm B ASCE 74$ Per 60CANANSI95 N end ver f ws exist V" we not
Avosed to wind. H carrlllavers axW, they are exposed to wind. If pomhes exi(, fft ere not axpoaed to wird.
The tumbw OOL lr arise Is 1.93. and Uta oft grip Inaesse is 1.93
3) Provide ed"Lids drahVp to pnlrent water ponding.
4) ' Yhta VMS has C6an Oeelened A7r a five toad of 2o.opd on the bottom chord In as areas with a deala not Weobee
than 38-0 between Ute botbotn CiMM arta any other 111 Mbef'b,
5) Provide 11MIXI IM OW41I f M Dry Others) oft= to bewiM pift capable ofwMuuw)dktg 187 Ib uplift at jow B,
449.1,b fill at Ord N and 165 Ib upliR at joW K.
BrThls suss s�i Wied vitt! ANSI/TPI 1-1995 criteria.
7) Design 3MUM" 41x2 (Rat ciente M) Paring at OC SPaOing indl0M . fastened t0 tim TC Wi 2.10d nails.
LOAD CASE($) Sundm
MREK CANADA. INC.C�NF�Dtiel„MIN MiTek Canada, Inc.®
SPEGIFIGAT10NSj1J.13-DA7ED.APRIL,1, 1947
FORMAN fNiEGRAI pA-LQLjdIS DESIGN 100 Industrial Rd., P.O. Box 1329
Rnadfm-d, Ontario, L3Z 2117
£Z d tzt609M9 'ONA91 '1SM:6 CON lZ £ (A )
February 13,2003
LOADING AND DIMENSIONS
SPSCIFICO BY FABRIOATOR.
SUBJECT TO VERIFICATM BY
AUTHORITIES IN JURISDICTION.
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