HomeMy WebLinkAboutMiscellaneous - Exception (246)so ITIS
ROOFTRUSS
' IF
10615 _ - 21-1-14
10.616 10613
Ia9
01016925
$pt* =1'98.2.
TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 6-0-0 oG purlins.
BOT CHORD 2 X 4 SPF No.2 BOT CHORD RIP CeEing dI116Cay alppWed Or 10.0-0 OC bmeing.
OTHERS 2 X 4 SPF N0.2 WEBS 1 Roy at midpt G -K
-'WEACTION8 (16991re) A■1eW21.1-14, G9168l21-1.14, J-23121-1•.14, K=366+'21.1-14, L=571/21-1-14, M=4a2J21-1-14,1--558121-1-14, H=4881-1-14
Max Hoe A=27500ad Calle 3)
Max Uplift A=4 gkmd Cabe 2). Ca---30(kMd rase 3). L-252(k)&d Callas 4). M=-201)(I08C Case 4), I2.267(Ioad Case b), Hn-208(kM Case 5)
Max GraV A--ZW CW Cane 4). f¢196(loed Cone 5). J023(load Gane 7).1(43gappad cane 1). L-597(load case 6). M-482(Ipad ossa 1),
1=584Mad twee 7), He4BB(load Oahe 1)
FORCES (Ib) - Fltst Load Cass Only
TOP CHORD A-8-11, B -C=2611, C-9=277. Df -277. E-FL289. Fps -169
BOT CHORD A-MaBt, L-Mk91, K-Lm81, J-K■81,1,h81, H4woi. GH281
WEBS D4(=239. C-L"N. &#* -395, E4-466, F-1+--�
NOTES
1) This truss has been checked for unbalanced loading cormStlr na.
2) This trues has been designed for the w*W bads gerWMd by 90 mph winds at 60 A above ground level, using 6.0
W bop lard dod lead WW 6.0 par bogbm dW dead ba& in tits gait &W rnor zona on an coprp "ca4egory.
A. =zIll on I ertdowd hi ldlrtg, vlMtt eWNM S A3CE 7.98 per BOC/VANSI93 M end vertic a aft 0" are not
exposed td wend. N CffldW M eldst, they >us exposed b whtd. N poi d aadst, they ars not exposed to wind.
The lumber DOL irwa®a Is 1.33, and Ne plata grip ioaease is 1.33
3) " TMs truss has been desfan9d for s kR loud Of 20.01091 on the bottom chord In all mm with a clewwoe- greeter
Nan 3.8-0 bet~ the bottom, +uloid surd any mw members.
4) Provide Ma&anical =WWW M (by Outten) Of hull to b"lrtg plate MPable Of v at" 84 b uplift at Joh A,
38 Ib uplift at joint G, 252 Ib uplift at joint L, 209 b uplift at joirh M, 257 Ib Lom at jOK I and 208 Ib uplift at john H.
S) Non Standard bearing aw4ftlon. Review regi red.
8) This trues has beer de*p*d with ANWwI 1-1995 alto
CASE(S) Sfandar+d
IMITEK CANADA INC. GENERAL ® MiTek Canada Inc.
SPECIFICATIONS (U.S.A.1 DATED APRIL 1 4 e97 r
FORM AN INTEGRAL P . • ..QF THS DE91�iN 100 Industrial Rd., P.O. Box 1329
ri i Bradrorcl, OntArio. L37 2137
8 d tib6090t99'ON/99:8 '1S/89;8 £OOZ lZ £ (lad)
February 13,2003
cap II.OADINGAND DIMENSIONS
SPEC1FiED BY FABRICATOR,
SUBJECT TO VERIFICATION BY
AUTHORITIES IN JURISDICTION,
woad
D
1x4
100 (F
14 II
E
1
d
�M
L
K J I H 9x4
1x4 II
1x4 II
3" = 1x4 11 1x4 II
1x4 II
I
21-1-14
21.1.14
LOADING
TOLL
(psf)
60.0
SPACING
PlaWs Inc=w
2-0-0
1.13
Cal
TC
0.29
DIEFL IM(IOC)
Udee
PLATES GRIP
TCOL
7.0
Lumber Increase
1.15
BC
0.08
Veft(LL) ft -
VwgTL) Na
(V6
Na
HMO 1971144
BCLL
5.0
Rep Swm Ira
YES
WB
0.33
Mpri(TL) 0.01 G
Na
BCDL
7.0
Code SOCAIANMOS
(MBMX)
1 at LC LL Min Well - 240
Weight: 87 Ib
LUMBER
BRAAw'-
TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 6-0-0 oG purlins.
BOT CHORD 2 X 4 SPF No.2 BOT CHORD RIP CeEing dI116Cay alppWed Or 10.0-0 OC bmeing.
OTHERS 2 X 4 SPF N0.2 WEBS 1 Roy at midpt G -K
-'WEACTION8 (16991re) A■1eW21.1-14, G9168l21-1.14, J-23121-1•.14, K=366+'21.1-14, L=571/21-1-14, M=4a2J21-1-14,1--558121-1-14, H=4881-1-14
Max Hoe A=27500ad Calle 3)
Max Uplift A=4 gkmd Cabe 2). Ca---30(kMd rase 3). L-252(k)&d Callas 4). M=-201)(I08C Case 4), I2.267(Ioad Case b), Hn-208(kM Case 5)
Max GraV A--ZW CW Cane 4). f¢196(loed Cone 5). J023(load Gane 7).1(43gappad cane 1). L-597(load case 6). M-482(Ipad ossa 1),
1=584Mad twee 7), He4BB(load Oahe 1)
FORCES (Ib) - Fltst Load Cass Only
TOP CHORD A-8-11, B -C=2611, C-9=277. Df -277. E-FL289. Fps -169
BOT CHORD A-MaBt, L-Mk91, K-Lm81, J-K■81,1,h81, H4woi. GH281
WEBS D4(=239. C-L"N. &#* -395, E4-466, F-1+--�
NOTES
1) This truss has been checked for unbalanced loading cormStlr na.
2) This trues has been designed for the w*W bads gerWMd by 90 mph winds at 60 A above ground level, using 6.0
W bop lard dod lead WW 6.0 par bogbm dW dead ba& in tits gait &W rnor zona on an coprp "ca4egory.
A. =zIll on I ertdowd hi ldlrtg, vlMtt eWNM S A3CE 7.98 per BOC/VANSI93 M end vertic a aft 0" are not
exposed td wend. N CffldW M eldst, they >us exposed b whtd. N poi d aadst, they ars not exposed to wind.
The lumber DOL irwa®a Is 1.33, and Ne plata grip ioaease is 1.33
3) " TMs truss has been desfan9d for s kR loud Of 20.01091 on the bottom chord In all mm with a clewwoe- greeter
Nan 3.8-0 bet~ the bottom, +uloid surd any mw members.
4) Provide Ma&anical =WWW M (by Outten) Of hull to b"lrtg plate MPable Of v at" 84 b uplift at Joh A,
38 Ib uplift at joint G, 252 Ib uplift at joint L, 209 b uplift at joirh M, 257 Ib Lom at jOK I and 208 Ib uplift at john H.
S) Non Standard bearing aw4ftlon. Review regi red.
8) This trues has beer de*p*d with ANWwI 1-1995 alto
CASE(S) Sfandar+d
IMITEK CANADA INC. GENERAL ® MiTek Canada Inc.
SPECIFICATIONS (U.S.A.1 DATED APRIL 1 4 e97 r
FORM AN INTEGRAL P . • ..QF THS DE91�iN 100 Industrial Rd., P.O. Box 1329
ri i Bradrorcl, OntArio. L37 2137
8 d tib6090t99'ON/99:8 '1S/89;8 £OOZ lZ £ (lad)
February 13,2003
cap II.OADINGAND DIMENSIONS
SPEC1FiED BY FABRICATOR,
SUBJECT TO VERIFICATION BY
AUTHORITIES IN JURISDICTION,
woad