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08AI09 T21
ZES 81`RUCTURE I
ROOF TRUSS
LOADING
(pat)
SPACING
2.0.0
TM
50.0
Plebes IrKmae
1.15
TCOL
7.0
Lumber Increase
1.16
BCI=
5.0
Rep Stress lnor
YES
BCDL
7.0
Code BOCA/ANSMS
LUMBER
TOP CHORD 2 X 4 SPF N0.2
BOT CHORD 2 X 4 SPF Nat
OTHERS 2 X 4 SPF N0.2
s
F--
1-61 s 4 815
4xe =
B
CSI DEFL In (ft) bdtfl - PLATES
TC 0.34 Vart(t -) nda - rva MI120
BC 0.26
W9 0.11 tlp�z(TL) 0.00 C Na
(Matrix) 16t LC LL Min Ildr♦il = 240 Weight. 29 Ib
BRACING
TOP CHORD Sheathed or G." oc purlins.
SOT Qt#ORO Rigb ceiling ditMy applied eN 104.0 oc bracing.
^CJICTtONB (Ib)stxe) A■31619.1.14, C231910.1.14, 042M-1.14
J] Max Horz As-114(load case 2)
MOX Uplift A -30(10W Cdse 5). 0=-36(Ioad case 5). D=•30Qaad Case 4)
FORCES (lb) - First Low Cine Only
TOP CHORD A-6=-291 . "r-291
BOT CHORD A-D■100, C -D=100
WEBS B -D-341
NOTES
1) This truss has been checked for unbafertoad loading oonciltlons.
2) This truss has been des*W for the wind loads yeneeateed by 90 mph winds at 50 R above gmunti Ie* using s.o
peri fop dWM dead bad and e.0 p9 DoCOnt Word dead Iced, in the gable end roar zone anon ooarperwy cmgwy
If. 00ndifiat I MCJOsed bui A2. with 000mrs G ASCE 746 pet SOCNANS195 K and aetNcats aodaf, Ihey are rpt
erquosed to wind. If nevem exist, they are to wind. If porches eAit, ttray are not BerpDeed 10 wind.
The lumber DOL Increase Is 1.33. and tlta plate grip ktea+eM Is 1.33
3) • This teras has been tfssigrted fora Ave load eN 20.0Paf 0n Nle bottom Chad In all areas with a clear>3roe greaser
Man 31" between the bpMpm 010M and Any other members.
4) Provide mpdtankm eontectia (by offers) of truss to bearing puft capable of wNhatar4ing 36 lb uplift at joint A.
36 Ib uplift at joint C Ard 30 Ib upfAt at joint 0.
5) Non Stas rldard beariflg cartlAtlotr, Review required.
6) This truss has barn dsslgned Wth ANSUTPI 1.1006 criteria.
CASE($) Standard
MITER-CANAAA.INC. OENERA>_ !'m MiTek Canada, Inc.
SPECIFICATIONS I?.AP. 1, 1997 !
FARM AN. INTEL.._ P T T DESIGN 100 Industrial Rd., ['.0. Box 1329
Bradford, Onlerio. L3Z 2117
9l d tLb609M1 'ON/99; 8 '1S/00:6 SON H £ (I dd)
U1016.i12
S Wa ■ 1:40.0
GRIP
107/144
February 13,2003
LOADING AND DIMENSIaNS
SP[CIFtED BY FABRICATOR,
SUBJECT TO VERIFICATION 8Y
AUTMOMITIES IN JURISDICTION.
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