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03A1B9 I T20
ROOFTRUSS
EBF
i 6d•16 `�-._ 11•f44
5813 561
46 =
C
1x4 II 1x4 II 1x4 II _
U1018331
Scab =1,44.5
LOADING (Psf) SPACING
J
2.0-0
CSI
OEFL
in (Ip0) Iido PLATES GRIP -
TCLL 60.0 Plates hhaease
1.16
TO 0.34
Vert(LL)
rya - rya M1120 1871144
TOOL 7.0 Lumber lnoraaee
1.15
SC 0.08
Vwt(TL)
Na - Na
SCLL 310 ' Rep Stress Ina
YES
WB 0.14
Harz(TL)
0,00 E n1a
BCDL 7.0 Cod9 BOWANS195
(Maw-)
191 LC LL Nfut Mail - 240 Weigk1t: 38 Ib
LUMBER
---
BRACING
TOP CHORD 2 X 4 SPF No.2
TOP CHORD
Sheathed or 8-08 oC puriilts.
BOT CHORD 2 X 4 SPF Nat
BOT CHORD
Rigid ceiling dsedly applied or 10-0.0 oe bradng.
OTHERS 2 X 4 SPF NO2
"FACTIONS (111161M) A="11-1-14. E=84H1-1-14. 0=404/11.1-14. H=458111.1-14. F=4Wil-1-14
Ment ftz A=441(loed Me 2)
Max Uplift A-76(load cane 2), En-52(laad case 9), H,4140oad case 4). F=-214(load case 8)
Max Grav A-132poM case 4). E-1 i5(kmd Case 6), 0-404Cmw c&e 1). m.504(IW ase 8). Fa504(10a0 cm 7)
FORCES (Ib) - First Load Case Only
TOP CHORD A -B-102, 8-0-ni, C -Deni, D -Em -102
BOT CHORD A -H=91, G -H--91, F-C�- I E -F=91
WEBS C G�300, B Ifi�.9g3, D -F --M
NOTE$
1) This truss has been checked for unbalanced kmd% coraditlone,
2) This tame has been I Ignetl for 81e wind kms generated,by 90 Mph wbxh at 50 R Aw" g OLM level. using 8.0
pof top dyad deed bed and 8.0 psi botbm dwd deed load, in the W* end rod Lone on an accuperw dewy
It. oond dM I andoeed hilldrg, with eXpan IM 9 ASCE 7418 per BOWANSMS If end veffiCala a1A51; they are not
exposed to wnd, K cantilevers exist, they ere eleposed to wird. K porches exist, #W are not exposed to wind.
The lumber DOL htmme b 1,33, and the plats gip Irhaeaae is 1.33
3) - This mats has been designed fa a Ow toad of 20,0paf am flta bottom chord M all areas with a aeSuanoe greater•
then 34-0 between fie ballon dim d and arty odor members.
4) Provide medwfta3l aonnedlon (by chn) of truss to bauhhp plate capable of wltt AmWin® 76 b uplift at joint A.
52 Ib uptlit at Joint E, 214 Ib uPIM at)dnt H and 214 Ib uptlR at joint F.
5) Non Standard 00111 g oorhdiU rL RM*w rsqufnld.
8) Ttds uuss has been deelgrxad with ANSMI 1-iW$ ofteda,
CASE(S) Standard
MM CANADA-INC.cENERAL m MiTek Canada, Inc.
SPECIFICATIONS (U.SA.j DATED APRIL 3_1997
FOR AN INTEGRA! AART.OF THIS.DELON, � 100 Industrial Rd., P.O. Box 1329
Bradford. Ontsrin. 1.37.2117
� l d bZt609M9 'OVS9: 8 '1S/00:6 HN LZ £ (1 dd)
February 13,2003
LOADING; ANO DIMENSIONS
SPECIE IED By FABRICATOR,
SUBJECT TO VCRIFICATION BY
AUTHORITIES IN JURISDICTION.
WOd�