HomeMy WebLinkAboutMiscellaneous - Exception (90)1 rues I TRI S6 Type - �p � C �
03AIS4 I T2 I ROOF TRUSS 167 11 1 U101033o
SRI s Nov 16 2000 13-14:0247 2003
- 8.118 1343 2064 27-7.4 35-0-0
1.2.0 0-11-6 8.4-12 7.1.13 7-11 7-+-12
SA =
6.00 FIT
F
07
G H
ox12 z 0 PN Q M R L K S J T 1
4x4 — 3.5x6 — 5x.5 — 14 _ 40 _ 4MS — 2WS II
Scale -1:41.6
LUMBER
I 6411
+
17.66
—.-27-74
A -D 2 X 4 SPF 1650F 1,5E
POST CHORD
2 X 4 SPF 1650E 1.5E "E70Dept'
84-11
"-10
10-1.16
4.12
3."
G -J 2 X 4 SPF 1650E 1.5E
WEOGE
Left 2 X 4 $PF
N0.2
LOADING
(par)
SPACING 2-0-6
CS!
DEFL
in (be)
Ndefl
Max Uplift B=-278(100- Oe 4)-k- 414(l0ad Cast 4)
PLATES GRIP
TCLL
50.0
Plates 11,411"M 1,16
TC
0.93
Vert(LL)
.0.58 K4A
-%M3
MI120 197JI44
TCDL
7.0
Lumber Incr$am 1.15
Be
0.96
V6111)
-0.71 MA
>633
BCLL
5.0
Rep Stress Ina YES
We
0.81
HgX(TL)
0.11 1 J
Na
SCOL
7.0
Coat BOCNlANSI95
(UM4
lot LC LL Ain 11del = 240
Weight 181 !b
LUMBER
DRACING
TOP CHORD
2 X 4 SPF N6,2 -Except-
TOP CHORD
A -D 2 X 4 SPF 1650F 1,5E
POST CHORD
2 X 4 SPF 1650E 1.5E "E70Dept'
BOT CHORD
Mi- 2 X 4 SPF N0.2, L -N 2 X 4 $PF 2iOOF 1.SE
,rBS
2 X 4 SPF NO,2-E1riOW
WEBS
G -J 2 X 4 SPF 1650E 1.5E
WEOGE
Left 2 X 4 $PF
N0.2
REACTIONS
(11)(6128) Sa249iO", J■305105-0
Max H0r2 B=4W(Iad Cane 4)
Max Uplift B=-278(100- Oe 4)-k- 414(l0ad Cast 4)
Sheathed or 2.2-6 cc purlins, except end verticals. and
2-0-0 OC puffins (6.2-6 max.): F -H.
Rigid OeNGAg dire6tiy 8pPs9d Or 10-0 0 Oc breang, Except:
6.9-0 cc bmang: e-0.
I Row at Ni" H4. E ll, HJ
2 Rows at 113 pts F -1r, GJ
FORCES (rb) - First Load Caw Only
TOP CHORD , A -B -4O. BC2 4129, C -a4754, D -E--3467, E-FR2559, Fps■4664, G,-WI1Z, H4■117
BOT CHORD 5-0-340, O- EZM, N-Pw27Z3, N -0a2723, X2723, M -R=1701, L4;t-1701, K -L=1701, K -S=884,
J.9-884, J-Tw31,1-TE31
WEBS G-0.634, E4)904, E -W-1148, P46.1636. F -K-1464, "018311,04-2110. 11�1-505
NOTES
1) Thi$ truss ha$ been OOSignO toe fhA wino 10ads gerlerated by 90 mph vAnds $t 50 ft above 91W level. using 6.0
Psf tap chord dead bad and 6.0 psi bottom chord dead load, In the Shetld end roof zone on an owilo0nrar omegory
II, condition I enclosed txn'ldirlg, with exposure B ASCE 7-98 per HOCA/ANSl96 Ifand verdeffis odsL a" are not
exposed to vAnd. If contilevera exist they ass expoe6d to wind. If wm has ansrt they are not exposed to wind.
The lumber DOL Intxsasa Is 1.93, and Ow pkte grip IncYease is 1.33
2) Pruviaa adequate draMags to pmvwd water psxhdhhp,
3) - This truss has been dasigned for a Inde load of 20.0pat on the bottom chord In art arrM Wth a dearanoe greater
than 9-9-0 bets~ the bottom cl Kv and any cheat members
4) Provide mecherliCal Connection (by others) of truss to Clearing plate capable of wftbfdm 276 Ib uplift at join( 8
rend 41411) uofift et icislt J.
6) This Wes has been deslgrted with ANSI/TPI 1.1995 asteria.
5) Design 988umes 02 (fiat orientation) purfins at oc spacing indicated, fastened to truss TC W 2-100 nails.
LOAD CASEM Standard
1MITEK CANADA, INC. GENERAL
FORM AN INTEGRAL P OF THIS DE$i�j�N
£ l d b 609MS 'ON/99:8 '1S/69: 8
HN lZ £ (10
Mi7ek Canada, Inc.
100 Industrial Rd., RO, Box 1329
Dradrokl. AntArio. 1312147
February 13,2003
LOADING AND DIMENSION$
SPECIFIED Gv FABRICAYOR,
SUBJECT TO VERIFICATION BY
AUTHORITIES IN JURISDICTION.
Nodi