HomeMy WebLinkAboutMiscellaneous - Exception (412)03A189 T1g
LOADING (MM
TOLL 50.0
TCDL 7.0
BCLL 5.0
BCDL 7.0
ROOFTRUSS
SPACING 2-0-0
Plates Increase 1.15
Lunftr hareems 1.15
Rep Stress ka YES
Code BOCNANS195
LUMBER
TOP CHORD 2 X 4 SPF N0.2
BOT CHORD 2 X 4 3PF No,2
OTHERS 2 X 4 SPF Np.2
2 11
SR1e
6615 I - MIA4 I
66-15 8 y76
C
CSI
TC 0.32
SC 0.08
WB 0.20
NOVO
G F 3x4
iM II 1X4 II
11.1-14
•1-1�
OEFL
In (IW
Udell
Veft(LL)
Ola -
N8
Vert(TL)
018
Na
Horgn)
0,00 E
We
1st LC LL Mn Well = 240
BRACING
TOP CHORD
BOT CHORD
U1016329
SCele =1;57.5
PLATES GRIP
M1120 1971144
Weight 47 Ib
-qvo w or 64)-0 00 pudir4.
A11& dingy aPPMed Or 10-0-0 Oc txadng.
PRIE-A CTIONS pb/sla0) A=179113.1-14, E=176113.1.14, G■406113-1.14, Ho478113.1.14, F-478113-1-14
M9x H= A=167(lmd C26m 2)
Max Uplift Am-69(bed ow 2). E=-24(load cue 3� H=219(10-1 ease 4). F--219(kmd we 5)
Max Grav A=179(bad case 1), F-17%lcad me 1), GuOS(hmd one 1), Ha612006d Came 8), F=512(103d Case 7)
FORCES (Ib) - First Load Case Only
TOP CHORD A -8L182. B -Cr -278. C -0e-77$, D -E=-182
BOT CHORD A -HOW, G41-0, F-086, E -F=89
WEBS C G-305, 9-W-389, 0-F=-388
NOTES
1) This buss Flaw been checked for orbWw*ed loading owls iom.
2) This truss has been dmmigned for ft wind. loads generated by 90 mph wirtde at W ft above gmund level, using B, 0
pfff top [!lord deHd bad and 6.0 pmt botbm chord dead bad, k1 the gabb end rod sone on an ompmwaj omileg�xy
II, con0on I ertdosed buil ft, v tt exposure B ASCE 7-96 per BOGNANSI95 I and vt+ telt exist, they we not
exposed to wind. It antllevers exist, dW are exporred to wind. I port• m adat, their Bud not &0osed b wind.
Teo lumber DOL (room is 1.33, and iiia plate grip Maeose Is 1.33
3) "This buss has been designed for a live load of 20.0psf on"bditix &4M In arl areae vdth a deeranoe greeter
than s -e -o bemftn the bottom chord ami am other members.
4) Provide maaxankal m wwkdax (by Others) Of truss to bearing plate capable of W*%; wK1ir0 53 Ib OR at jokft A.
24 Ib uplift at Joint E, 219 lb MM at joint H and 219 Ib uplift at joint F,
3) Nor 8Wdwd beadng wadlfion. RwAow required.
6) This tuns has bean de=igned vAtli ANSI/1'PI 1.1i'I95 asteria.
CASE(S) Standard
MITEK. CANADA..INC,aENERAL --� MiTek Canada, Inc.
SPECIE AICA TIQNS,(U.SJ►)_DATED APRIL 1, 1997
FORM AN INTEGRAL PART OF THIS DESI.gN 1001rrdustrial Rd., P.O. Dox 1329
Krndford, Ontario, 1.1Z 2B7
Z1 d bZt60901SS'ON/99:8 1S/69 8 CON 1Z £ O dJ)
r
February 13,2003
LOADING AND GIME
SPECIFIED BY FABRICATOR,
SUBJECT TO VERIFICATION BY
AUTHORITIES IN JURISDICTION.
Nodi