HomeMy WebLinkAboutMiscellaneous - Exception (179)iA1f)9 ' I T9
LOADING (pad
TCLL SOA
TCOL 7.0
BOLL 6,0
BCDL 7.0
ROOF TALISS
4 1
4.201 8111 sliov 1e 2000
a 9-1-0 -.. .- 15.2.11
9.1.8 ..--I....._
4xe
C
croBeing ..: _.___..
U14163M I
1
Solo =1,39,9
SPACING 24-0
Plebes Inaease 1.15
Lumber Inaease 1.16
Rep Stress Incr YES
Cods SOCAIAN$195
1x4 II 5x5 = 1x4 II 3x7 t_
18,2.11
184.11 .
CIN
DEFL in (IW)
TC 0.3e
VINKLL) Ne -
BC 0.22
Vefrl.) rda
WB 0.12
"Or=(TL) 0.00 E
(fix)
lot LC LL Min IIdeB = 240
LUMBER BRACING
TOP CHORD 2 X 4 SPF u- ft TOP CHORD Sheathed or 9.0.0 Oc pWIn&.
BOT CHORD 2 X4 SPF N0.2 BpT CHORD R1916 Op N an�cey aPOW Or 1Q 0-0 oc Inaa
OTHERS 2 X 4 SPF Na.2 ng.
ACTIONS (Wiit9) A_267/18-2-11, E=257118.2.11, f3a4gg,118-2.11, H=666/18.2-11, F -W18.2-11
Max Hoz A-77(load case 5)
MIX Up11111 Ae-18(kW case 5). £--1900sd cage 6). W -145(10W Cass 4), F=145(lw cage 5)
Ligm Gnlv A-m?00ed rase 1). E-487(Imd am 1). G■430(kW cne 1), 1-10030bed cue 6), F&703(Iead ease 7)
FORCES (lb) • First Laad Can OMy
TOP CHORD A4=92. B-Cr166, C-0=-156, D -Ea -147
$OT CHORD A4f-40. CCM -40. F -G=40. E -F-40
WEBS C -Q- a74, 8.H -.g32, D -F -M
Well I PLATES
I've ; MII20
n1a k
n/a I
Weight 52 Ib
NOTES
1) This lruea has been checked for unbalanced ba ft ooaditions.
2) This trkms has been designed.for the wind IosARqwww by 90 mph vvirds at 50 ft mays ground hnW. unkV 6.0
P� �P dtord deed load and 6.0 Par bogom shad dead btld,; In ttte Sable and,roof e0ne an an ooarpincy tlNpory
li, ctondhion I endowd buN g, %IM e3gMM B ASCE 748 par BOCA/ANBm5 H end v"*aI$QxK mft aro eat
exposed to w1m, I<a s exist, a" ars eXpoeed to wind. H porom exist, they aye r *VOW,* wind•
The lumber DOL inaem is 1.33, and the pllba grip h1asm Is 1.33
3) Gable WWrm emwwom bottom dx wd 1x3 -ring.
4) • This htm has been designed for a live bad of 20.OW On the b otbam &told In an areas wim a clearance greater
than 3$0 between the bm m a" a w Any other mdmera
5) Pmv4$ meOhantW c9nrmcbm (by Others) O1 vm to bsadrg plata capable at wttf p 1 B Ib upilfl al }Dino A,
1g ib uPNR st jdnt E. 146 Ib upnit at joint H and 145 ib uplift ai joint F.
6) This tfu" has been designed with ANSI/TPI 1-1995 Oriterip.
CASE($) Stalteard
irI ican�N ' I dD
4 TEO APRIL 1, 1997 f
EORM.AN INTEORAL.P- T OF THIS D,EiliaN
H d t�b609DSS 'ON/99: 8 '1S/M:6 80N H 8 (I dd)
MiTek Canada, Inc.
100 Industrial Rd., F.O. Box 1329
Bradford, Ontario, L3Z 2B7
February 13,2003
LOADINGAND DIMENSIONS
SPECIFIED BY FA(3141CATOR,
"I)WECT TO VERIFICATION OY
AUi HORITIES IN JURISDICTION.
Nodi