HomeMy WebLinkAboutMiscellaneous - Exception (479)d3A162 IT25
LES
ROOFTRUSS
s
27-7J 35-"
1-2-0 6.11.6 8.4-12 7-1-13 7-1-4 7412
Ori =
6.00 (12- 10 II tl -
F G H
s si„
axr N l,lp P L a K J R r
2X4 - 4x5 = ax1 = 4x10 - 2X6 =
4X4 =
LUMBER
BRACING
TOP CHORD
2 X 4 SPF Np.2
1?-"
27-7-4 1
35.0-0
I -K 2 X 4 SPF N0.2
BOT CHORD
8 9•,1
2 X4 SPF N0.2
8.7.10
1a1-16
7.4.-12
-,A;; 2 X 4 SPF
No.2
REACTIONS
) 1027650,31-0. B=275110•&0
Max Horz Ba-1993(kmd ease 8)
LOADING
(pst)
SPACING
24-0
CSI
DEFL in (Ioc)
IIdeB
PLAM
TCLL
'fCDL
60.0
Prates Increase
1,16
TC
0.82
ven(LL) -0.63 J -L
1704
M1120
7.0
Lumber Increase
1.15
8C
0.97
Vert(TL) -0.62 J -L
>871
BOLL
5.0
Rep Stress Ind•
NO
WB
0.45
HWL(TL) 0.09 I
Nd
BCOL
7.0
code BOCA/ANSI95
(IUahix)
let LC LL Min UM = 240
I
Weight: 342 it)
LUMBER
BRACING
TOP CHORD
2 X 4 SPF Np.2
TOP CHORD
BOT CHORD
2 X 4 SPF 1850E 1.6E' jmW
I -K 2 X 4 SPF N0.2
BOT CHORD
'BS
2 X4 SPF N0.2
WeSS
IDGE
-,A;; 2 X 4 SPF
No.2
REACTIONS
) 1027650,31-0. B=275110•&0
Max Horz Ba-1993(kmd ease 8)
Max uplift h S77(bad tae 4). 8m313(load case 4)
Max Gray t=3448(load Caen 6). 8=3252(load ease 7)
Sheathed or 4-&0 oo purling, except end veAhgts. and
2-0-0 cc pudit (6.0.0 max). F -H.
Rigid Calling dImd IV applied of 10-0-0 00 gra06V.
1 Row at mldpt H4, F.I
FORCES Ob) - First Load Came Only
'I.OP CHORD A-8=40, B -C-4867, C -D-4302, D -E=4006, E-Fy3127, Fri --1565. G H= 4565, H-1=-2682
BOLT CHORD B-N■3938, M-Ide3218, M4)2=18, 0-Pa3216, L43*3216, L-Qe2207, K-0.2207, JdC112207, J-Ru39,
14*9
WEBS C -N,•409, E -N--892, E{'1137, F -L-1519, F,J--1148, Gua~- 84$, I -W--2 (;s
NOTES
1) This hues has been designed for the wind loads generated by t)0 mph winds at 60 ft above ground level, using 6.0
pelf top &herd dead load and 6.0 pd boff= d,ord dead load, in the gable end roof tone 0n an ooarpan_r Category
11, Condition I endosed'buildN, with exposure B ASCE 7-98 per SOCAIANS195 If end verticals &serer, they are not
exposed 10 wind. If CanGlavW8 ereist, "are eapoaed to wind. H• pord,ss axis, they art rot exposed to wind.
The lumbar DOL imeraAea ie 1.33, and the plata grip ir&OWA is 1.33
2) Provide adequate dnainmge to prevent water ponding.
3) 'This has ham been designed for a ova toad 0f 20.Opst on the beam, chord In all areas with a deamanoe gloater
than 3." between the bottom chord am any o0w members.
"*Bearing at join(s) 10ormiders parallel to grain value using ANBUTPI i-,ae5 angle to grain formula Building
_designer *oM vaI(fy a"ft of bearing nafaloe.
O Provide medwdcel connedlon (by others) of muss to bearing plate capable of 377 b Nt at M I
and 313 lb.M at joint B.
a) IIms
aeelgne0lNlet ANBI/TPI 1-7995 alterla.
7) Load Ck*a) 6, 7 hes been modibed. Building designer mm review loads to verify that they are owred for she
Intended use of this truss.
8) 2-1y trues to be WN00 0d tpgether with 10d CVnmon(,14VVn Nags as fellows;
Top dwds connected as folkmL 2 X 4 -1 row at 0.9.0 or.
Bottom chords Connet21 98110110 s: 2 X 4.1 IM at 0.9.0 OC, 2 X 4 -1 row at 0.8.0 w -
W61% OW eelad as tallows: 2 X 4 -1 raw at 0-9-0 CC.
9) Deelgn assumes 4x2 (flat ariardsh-) purling at cc spacing hrd1Cpied, fggtgned to tnm TC wl 2.10d neila.
CASE(8) SWANd E=601:-
Continued
xcept
Continued on page 2
U1016338
Scale - 1:97.4
GRIP
1971144
February 13,2003
SPECIFICAlXWs'Mf EK CANAOA,INC'_.0ljKjP , t �iWo MiTek Canada, Inc. LOADINGANDDIMENSIONS
tiATEDAP_RIL 1, 1997 SPECIFIED BY FABRICATOR,
FORM AN INTEQRA �^ 100 Industrial Rd., P.O. Box 1329 SUBJECT TO VERIFICATION By
firadfrrd Ontario. Lit 2R7 „,,. AUTHORITIES IN JURISDICTION.
61 d tZt6090159'ON/99:8 '1S/10:6 £OOZ lZ 2 (Ids) Wodi