HomeMy WebLinkAboutMiscellaneous - Exception (124)189 TS ROOF TRUSS A i U1016340
17.0.10
17.610
4X6 =
6.00 jf7 p
34-13
T S R 0 P O N M L 9X7
tx4 II 1x4 11 3x4 = U4 II 1x4 II ix4 II 1x4 II
1x4 11 3x4 =
Scale =1:79.6
Udefl PLATES GRIP
N9 IA120 1971144
rNe
rda
Weight 117 lb
--_..
LUMBER BRACING _. _... -.1
TOP CHORD 2 X 4 SPF N0.2 TOP CHORD 319811red ore -o -o 0c purlins.
BOT CHORD 2 X 4 SPF N0,2 BOT CHORD Ripld CAN dfre* aWled or 10.0.0 cc bradng,
OTHERS 2 X 4 SPF N0.2 WEBS 1 Raw at midpt F -P
�eCTIONS Ob/size) A=266r34-1-3, R=35134-1-3. P=S12tM-1.3, 0=630/34-1-3, 3=507/34-131 T=973r34-1-3.0•&30134-i-3, Nk607134-1-3,
L-673134.1-3, K=266/344-3, N=35134 -i-3
Max HOrz A=1400okad Cash 4)
Max uplift AL15('bad case 6), l'61 ZXload aase 4), S--11 0(load case 4), T=-138(f)ad case 4), Os-127(foo case 5), Mm.i 10(&94 Cees
5), L:;-i3NIOM rasa 5)
Mw(Gmv A-286(load case 1), R=35(l0ad one 1), P=51200ad case 1). O■6Woad one 6), S=507(1094 case 1). T=674(load case 6).
OR560(Wed case 7). Mo307(IOad Case 1), L=674(Ipad Case 7). K=266(RM case 1). N■36(bed one 1)
FORCES (lb) • First Load Case Only
TOP CHORD A49E76,11-0-167, C-DmA D•E■5S, E•U=•151, F4U=53, F-Vr-53, O V=151, Gh--149, Ha046,
1-1=-157, J -K=-160
BOT CHORD A -T*", 3 -Ta", R-6=44, Q4t=4, P•q=44, o -P=44, N -o -4a, M -N-44, L -M-", K -Lu"
WEBS F -Pa -410, E•0*401, Q,3P-437, S-T■422, Cs -0-461, H -M-437, J -L=622
NOTES
1) This truss has been ched(ed for vnbalanved IC9dmg owfib*ns.
2) This truss has been designed Eor the wind loafs QaWat90 by 90 mph wh4s at SO R above ground level, using 6.0
Par Lop dOrd dead toed and 6.0 pat baltom ttrerd dead load, in tha gable and roof nom an on ocmpwvi category
9. condition I enclosed, buildlrg, with exosure 8 ASCE 7-6 Ger COCA/ANSt98 It 9nd verticals elder, they am not
&XIMW ro vArld. N mrttflevers a>dai they era exposes to wind, If porches vdsL they are not to wind
The lumber DOL increase W 1.33, and the Oft grip indWW is 1.33
3) Gable requires arrNinuous bottom dud bcaftng.
4) • This hms has been daeignW for a live bad of 20.Opd on the bottom owd In all arm with a demww a greater
than "4 between the bottom dxxd and any other members.
� 29 ID Uplift MVWKdM 1 i MY OUNn) Of MW 10 beef" Plicae Capable Of WItt*WXIWV 15 Ib 1p�fiR atP tt A,
upl )oi uPE at AN S, 136 Ib uplift at Joint T, 127 lb uplift at Joint 0, 110 Ib uplift 9t 0M M
and 1391b uplift at JOIN 1~
6) This truss has been designed with ANSWMI 1-1995 cMWrla
40AD CASES) Standard
February 13,2003
�jEK CANAtZa1NC.GENEgg1
9I?ECIFICATIONS 4UjLA.)) DATED.APRIL-t 9997
FARM AN IN TE9RAL PUY OF TH13 DE9ION
m MiTek Canada, Inc.
1001ndustrial Rd., P.O. Box 1329
. ..... .M1 Bradford, Ontario, I.i7.2R7,,v
LOADING AND DIMENSIONS
SPECIFIED BY FABRICAYOR.
SUBJECT TO VERIFICATION BY
AUTHORITIES IN JURISDICTION.
34-1-3
34-1.9
LOADING
(plat)
SPACING
2.0.0
CSI
DEFL
In (loe)
TOLL
50.0
Plates woease
1,1$
TC 0.32
Vert(LL)
n/a -
TCDL
7.0
Lumbar Incivese
1,15
8C 0,22
Vert(TL)
Na
BOLL
6.0 5.0
Rep Straws lr&
YES
W6 0,33
HomM)
0.01 K
8CDL
7.0
Code BQCA/ANSMS
(MdUix)
16t LC I.I. Mn Vdefl c 240
Scale =1:79.6
Udefl PLATES GRIP
N9 IA120 1971144
rNe
rda
Weight 117 lb
--_..
LUMBER BRACING _. _... -.1
TOP CHORD 2 X 4 SPF N0.2 TOP CHORD 319811red ore -o -o 0c purlins.
BOT CHORD 2 X 4 SPF N0,2 BOT CHORD Ripld CAN dfre* aWled or 10.0.0 cc bradng,
OTHERS 2 X 4 SPF N0.2 WEBS 1 Raw at midpt F -P
�eCTIONS Ob/size) A=266r34-1-3, R=35134-1-3. P=S12tM-1.3, 0=630/34-1-3, 3=507/34-131 T=973r34-1-3.0•&30134-i-3, Nk607134-1-3,
L-673134.1-3, K=266/344-3, N=35134 -i-3
Max HOrz A=1400okad Cash 4)
Max uplift AL15('bad case 6), l'61 ZXload aase 4), S--11 0(load case 4), T=-138(f)ad case 4), Os-127(foo case 5), Mm.i 10(&94 Cees
5), L:;-i3NIOM rasa 5)
Mw(Gmv A-286(load case 1), R=35(l0ad one 1), P=51200ad case 1). O■6Woad one 6), S=507(1094 case 1). T=674(load case 6).
OR560(Wed case 7). Mo307(IOad Case 1), L=674(Ipad Case 7). K=266(RM case 1). N■36(bed one 1)
FORCES (lb) • First Load Case Only
TOP CHORD A49E76,11-0-167, C-DmA D•E■5S, E•U=•151, F4U=53, F-Vr-53, O V=151, Gh--149, Ha046,
1-1=-157, J -K=-160
BOT CHORD A -T*", 3 -Ta", R-6=44, Q4t=4, P•q=44, o -P=44, N -o -4a, M -N-44, L -M-", K -Lu"
WEBS F -Pa -410, E•0*401, Q,3P-437, S-T■422, Cs -0-461, H -M-437, J -L=622
NOTES
1) This truss has been ched(ed for vnbalanved IC9dmg owfib*ns.
2) This truss has been designed Eor the wind loafs QaWat90 by 90 mph wh4s at SO R above ground level, using 6.0
Par Lop dOrd dead toed and 6.0 pat baltom ttrerd dead load, in tha gable and roof nom an on ocmpwvi category
9. condition I enclosed, buildlrg, with exosure 8 ASCE 7-6 Ger COCA/ANSt98 It 9nd verticals elder, they am not
&XIMW ro vArld. N mrttflevers a>dai they era exposes to wind, If porches vdsL they are not to wind
The lumber DOL increase W 1.33, and the Oft grip indWW is 1.33
3) Gable requires arrNinuous bottom dud bcaftng.
4) • This hms has been daeignW for a live bad of 20.Opd on the bottom owd In all arm with a demww a greater
than "4 between the bottom dxxd and any other members.
� 29 ID Uplift MVWKdM 1 i MY OUNn) Of MW 10 beef" Plicae Capable Of WItt*WXIWV 15 Ib 1p�fiR atP tt A,
upl )oi uPE at AN S, 136 Ib uplift at Joint T, 127 lb uplift at Joint 0, 110 Ib uplift 9t 0M M
and 1391b uplift at JOIN 1~
6) This truss has been designed with ANSWMI 1-1995 cMWrla
40AD CASES) Standard
February 13,2003
�jEK CANAtZa1NC.GENEgg1
9I?ECIFICATIONS 4UjLA.)) DATED.APRIL-t 9997
FARM AN IN TE9RAL PUY OF TH13 DE9ION
m MiTek Canada, Inc.
1001ndustrial Rd., P.O. Box 1329
. ..... .M1 Bradford, Ontario, I.i7.2R7,,v
LOADING AND DIMENSIONS
SPECIFIED BY FABRICAYOR.
SUBJECT TO VERIFICATION BY
AUTHORITIES IN JURISDICTION.
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