HomeMy WebLinkAboutMiscellaneous - Exception (135)ISO T6 ROOF TRUSS 4 1 U1016341
UL (ePSe►1�
EC__ . a.-201-SR1 a Nov t8 2000 FeFW1463:12 -
1s1� ,ate
4xB 9Cais 1:89.5
F
a R a A 0 N M L 3x4
1r4 II 1x4 II 1x4 11 33W 1x4 it 1x4 II 1x4 II
1x4 II
(UsIze) A=134130-2.11, 0=2480.2.11, P=4BNK3p.2-11, 0=551/30.2-11, R=55VW2-11, S=499(30-2-11 1, N=543!30.2-11,
tliE=5=0.2.11, L=499130.2.11, K=134130.2.11
Max Horz A■132(lOad case 4)
Max Uplift 5 133(loW cuo 5), 0=117(Ioad oft& 4). R-116(bad case 4). S=-10X1Wd eaee 4). N=121(bW Cso 5). M-11 "Ogd Cao
04(60-4 Case S)
Max Gray A=134(lood case 1), Om25609d case 8), P0488006d case i ), 0957800ed cane 6). Re564(food cage 1), S•S01(load case 6).
WWO(IOad case 7). W588(bad cue 1), L■501(iond can 7), K■134(Iead case 1)
FORCES (Ib) - First LOW Case Only
TOP CHORD A-8933, 8 -Cm%, C -D=-164, LTE=6o, E-F=6Z. F-07-152. (-ww50, K4--154,1.-148, J -K-94
BOT CHORD A-Se45, R -S=45, 4R-45, P-¢45, 002-45, N045, M -N=45, L4"S, K -L=45
WEBS F -P-412 E49.463. C -R-408,64-406, Gd("U.1-A"88. ,1-L9-406
NOTES
1) This bum has been &411M far unbaMnoed bad'mg =Mom.
2) Trm trues has been designed for S,e wind Ipeda 9enOd by 90 mph winds at 30 ft above umwcd Ievel, using 6.0
00 top chord dead load and 0.0 pot Mtam Chord dead road, M the qMe end 1`001 tone On an OOcap9rwy Category
14 OwWhi0n I &X**Od I)WON9, with OXP* urs 8 ASCE 7 -ft per 80CA►ANS195 if end vertiCala araat: tJ,sy ahs rat
exposed to wim. If dentimvers eraN, ttme WE exposed to wird. If pm;hn e,dst, #W we not etrpooad to wird.
The 4vnber DOL inc ease is 1.33, and the plate grip hoease Is 1.33
3) Gable r MIM CorMln WW botbm Chord bearing.
4) • TMa tnlas hs5 been daggned fora free load cf 20.0pd ort ttcp bottom third in all grgeg with a dearance gmaler
then 3$0 beeween d,e botiorn 0Wd and any Oma mant>ers.
6) Provide medfaNOal OOnnecbm (by OU,ere) of hues t0 blaring OM6 capable of witloisbwAng 13 Ib up6R at lard A
1--N1171b uplift at lant 0,116 Ib uplift at joint R, 103 lb uplI t at Joint 5,121 Ib LVIR at lelrtt N.115 lb upe t at Jdnt M
WW 104 th UPIlft at Joint L
JPtm tnm hes bean deelgned WM ANSUTPI 1-1995 C terta.
LOAD CME(S) Standard
GRIP
1971144
February 13,2003
Mr.MK_9ANAQ.A_ INC, N wr--® MiTek Canada, 1 nC. LOADINGAND DIMENSIONS
SPECIFlCA1e9.f�l$.(U.S.A.) DATED APRIL 1 1997 SPECIFIED BY FABRICATOR,
FORMAN INTEGRAL PARY OF T141s oEsr j'- 100 Indurrtrial Rd., P.U. Box 1329 SUBJECT TO VERIFICATION OY
Bradford Ontarin, 1.1% 2H7 o�,a AUTHQRITIES IN JURISDICTION.
9Z d bib6090k99 'ON/99 8 '1S/£0: 6 HN ld £ (1di) NOd9
�
90-2.11
.�.__
_
�0.2•t1
1111..-1
LOADING
TCLL
(pad SPACING
6010 Places Inamm
2-0.0
1.15
CBI
YC
OEF1.
In (1m) udee PLATES
TCDL
7.0 Lumber Inrs,ease
1.15
0.29
19C 0.08
VaR(LL)
V"LL)
Na Na lyg
Na
BGLL
5.0 ' Rep Stns Inr�
YES
WB 0.35
Hwz(TL)
Np
0.01 K rva
BCOL
7.0 Code BOWANS196
(NWX)
1 st LC LL Mn vde6 - 240 Weight: 100 lb
LUMBER
BRACING
- -- - -
TOP CHORD 2 X 4 SPF No.2
TOP CHORD
ShWrM Or 8-" ee pcalin5.
BOT CHORD 2 X 4 SPF No.2
OTHERS 2 X 4 SPF N0.2
SOTCHORD
Rigid smiling or 10.0
y .0 OC .
(UsIze) A=134130-2.11, 0=2480.2.11, P=4BNK3p.2-11, 0=551/30.2-11, R=55VW2-11, S=499(30-2-11 1, N=543!30.2-11,
tliE=5=0.2.11, L=499130.2.11, K=134130.2.11
Max Horz A■132(lOad case 4)
Max Uplift 5 133(loW cuo 5), 0=117(Ioad oft& 4). R-116(bad case 4). S=-10X1Wd eaee 4). N=121(bW Cso 5). M-11 "Ogd Cao
04(60-4 Case S)
Max Gray A=134(lood case 1), Om25609d case 8), P0488006d case i ), 0957800ed cane 6). Re564(food cage 1), S•S01(load case 6).
WWO(IOad case 7). W588(bad cue 1), L■501(iond can 7), K■134(Iead case 1)
FORCES (Ib) - First LOW Case Only
TOP CHORD A-8933, 8 -Cm%, C -D=-164, LTE=6o, E-F=6Z. F-07-152. (-ww50, K4--154,1.-148, J -K-94
BOT CHORD A-Se45, R -S=45, 4R-45, P-¢45, 002-45, N045, M -N=45, L4"S, K -L=45
WEBS F -P-412 E49.463. C -R-408,64-406, Gd("U.1-A"88. ,1-L9-406
NOTES
1) This bum has been &411M far unbaMnoed bad'mg =Mom.
2) Trm trues has been designed for S,e wind Ipeda 9enOd by 90 mph winds at 30 ft above umwcd Ievel, using 6.0
00 top chord dead load and 0.0 pot Mtam Chord dead road, M the qMe end 1`001 tone On an OOcap9rwy Category
14 OwWhi0n I &X**Od I)WON9, with OXP* urs 8 ASCE 7 -ft per 80CA►ANS195 if end vertiCala araat: tJ,sy ahs rat
exposed to wim. If dentimvers eraN, ttme WE exposed to wird. If pm;hn e,dst, #W we not etrpooad to wird.
The 4vnber DOL inc ease is 1.33, and the plate grip hoease Is 1.33
3) Gable r MIM CorMln WW botbm Chord bearing.
4) • TMa tnlas hs5 been daggned fora free load cf 20.0pd ort ttcp bottom third in all grgeg with a dearance gmaler
then 3$0 beeween d,e botiorn 0Wd and any Oma mant>ers.
6) Provide medfaNOal OOnnecbm (by OU,ere) of hues t0 blaring OM6 capable of witloisbwAng 13 Ib up6R at lard A
1--N1171b uplift at lant 0,116 Ib uplift at joint R, 103 lb uplI t at Joint 5,121 Ib LVIR at lelrtt N.115 lb upe t at Jdnt M
WW 104 th UPIlft at Joint L
JPtm tnm hes bean deelgned WM ANSUTPI 1-1995 C terta.
LOAD CME(S) Standard
GRIP
1971144
February 13,2003
Mr.MK_9ANAQ.A_ INC, N wr--® MiTek Canada, 1 nC. LOADINGAND DIMENSIONS
SPECIFlCA1e9.f�l$.(U.S.A.) DATED APRIL 1 1997 SPECIFIED BY FABRICATOR,
FORMAN INTEGRAL PARY OF T141s oEsr j'- 100 Indurrtrial Rd., P.U. Box 1329 SUBJECT TO VERIFICATION OY
Bradford Ontarin, 1.1% 2H7 o�,a AUTHQRITIES IN JURISDICTION.
9Z d bib6090k99 'ON/99 8 '1S/£0: 6 HN ld £ (1di) NOd9