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Job Reference tional
6400 S Ocl 92006MiTeklnduSlnes, Inc. Thu Jan 04 09:09:532007 Page 1
28-6-0
8-0-0
34-8-0
5-2-0
41-0-0
0.4-0
1'-"1
'-3-0
l1-3-? &-4.0 12-6-0 20-5-0
'-3-0 5-4-0 5-2-0 8-0-0
BOTTOM CHORD HAS 8" CRACK STARTING AT JOINT 15 AND MOVING RIGHT
8x10=
6 f} 100112 5
{L~~laJ -/
Af~1' ~
~' 2
8>:10114X4"/
4x4'i'
18
2x411
Scale: 1:85.5
8xl0 =
DRILl1/~" HOLE AT END OF CRACK
TO PREVENT FURTHER SPLITTING
2>'
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\
\\
~.
~
/~6,""
~, 8
}I "
,1/
10 M
I"
<I
~
~
48" X24"
~,
4x4~ Bx10
4x4,,-
4x4=
". 14 13
CRACK 4x4 =
3x6=
12
2x411
17
16
3x6=
15
3>:8=
ATTACH 112" Pl Y'NOOD OR QSS GUSSET (15f32" APA RATED SHEATHING 32/16 EXP 1)
TO EACH FACE OF TRUSS WITH 10d (3" X .131") NAILS DRIVEN THROUGH BOTH SHEETS
OF PLYWOOD AND CLINCHED PER THE FOLLOWING NAil SCHEDULE
2 x 3'$ _ 1 ROW, 2 x 4's _ 2 ROWS, 2 x 6'S AND LARGER - 3 ROWS: SPACED@ 0-4-0 O.C
NAILS TO BE DRIVEN FROM BOTH FACES. STAGGER SPACING FROM FRONT TO BACK FACE FOR A
NET 0-2.0 O.C. SPACING IN THE MAIN MEMBER USE A MIN, 0-3-0 MEMBER END DISTANCE.
6-4-0
o.'~
126-0
6-2-0
Plate Offsets X.Y 4:0-3-0,Ed e, 5:0-64,0-1-4, 0-6-4,01-4, 8:D-3-0,Ed e
20-6-0
8-0-0
28-6-0 34-80 41-0-0
8-0-0 6-2-0 6-4-0
DEFL " (Ioc) I/defl Ud PLATES GRIP
Vert(Ll) _0.1015.17 >999 240 MT20 197/144
Vert(Tl) -0,2915-17 >999 180
Horz(TL) 0,10 10 nfa nfa
LOADING (pst)
TCLL 200
TeOL 10.0
BelL 00
BeOl 10.0
SPACING 2-0-0
Plates Increase 1.15
Lumber Increase 1.15
Rep Stress Incr YES
Code IRC2003!TP120D2
CSI
TC 0,58
BC 048
W8 0,35
(Matrix)
Weight: 2191b
BRACING
TOP CHORD
LUMBER
TOP CHORD 2 X 4 SPF 165DF 1,6E
BOT CHORD 2 X 4 SPF 1650F 1, 6E
WEBS 2 X 4 SPF NO.3 'Except.
5-152 X 4 SPF No,2, 7-15 2 X 4 SPF NO.2
lefl2 X 6 SPF 210DF t8E 4-2-5, Right 2 X 6 SPF 2100F 18E 4-2-5
SLIDER
REACTIONS
(Iblsize) 2=1715/Mechanical, 10= 1715/0-3-8
Max Horz2=-359(load case 3)
Max Uplift2=-307(load case 5), 1O=-307(load case 6)
Structural wood sheathing directly applied or 4-6-13 oc purlins, except
2-0-0 oc purlins (5-3-13 max,): 5.7
Rigid ceiling directly applied or 10-0-0 oc bracing
1 Row at midpt 4-17,5-15,6-15,7-15,8-13
BOT CHORD
WEBS
BOT CHORD
Maximum CompressionlMaximum TensiOn
1-2=0/25, 2-3=-2158/300, 3-4=-2038/331, 4-5=-18231388, 5-6=-15811365, 6-7=-1581/365, 7-8=-18231388, 8-9=-2038/331,
9-10=-21581300,10-11=0f25
2-18=-439/1502. 17-18=-439/1502, 16-17=-356f1330, 15-16==-356/1330, 14-15=-189/1330, 13-14=-189/1330,
12-13=-80/1502,10-12=-80/1502
4-18=01215, 4-17=-244/256, 5-17=-91/413, 5-15=-293/528, 6-15=-526/349, 7-15=-293/528, 7.13=-911413, 8-13=-2441256,
8-12=0/215
FORCES (Ib).
TOP CHORD
WEBS
NOTES
1) Unbalanced roof live loads have been considered for this design
2) Wind: ASCE 7-02; 90mph; h=30ft; TCDL=6.0psf; BCDL=6.0psf; Category 11; Exp C; enclosed; MVVFRS gable end zone; cantilever left and
right exposed; end vertical left and right exposed; Lumber OOl=1.33 plate grip OOL=1.33
3) Provide adequate drainage to prevent water ponding
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads
5) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection
6) Refer to girder(s) for truss to truss connections '
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 307 Ib uplift at joint 2 and 307 Ib uplift at joint
10
8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.1D,2 and referenced
standard ANSlfTPI1.
9) Design assumes 4x2 (flat Ofjentalion) purlins at oc spacing indicated, fastened to truss TC w/2-10d nails
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January 4,2007
LOAD CASE(S) Standard
Mii
MiTek
.it.. WARNING- _ Vtrrify d...signparamod:..rs and RE<l.D NOTES ON TillS IJ{D INCLUDED MITEK REFERENCE PAGE MlI-7473 BEFORE USE.
D=gr,vald fry Vle cnly wilnMiTek corneclor" Thsde;;'9" is ba.ed o,,~ ulX>" pa,omejerl ~hown. and il Tor Cln IrtCll"dual buikiirt-;;l compOl"~nl
Appicabiily 01 deSIgn parome-n'er\ and prope-r 1r-r..o,pora~Q() of compo.-.e-nl is re~pomibir,ly or b,-.Id<rog designer- cD! 1(1./5, GeSJgr>':f. Bwong >1-,0""""
is for Iole-rol SVppryt of ;nd;viauol weD membe,s only. Addihonol je-mporary bracirog 10 imure ,Iabilily dunng <:;OnllruClion" Ine ,esponl,bili,ly of Ine
ereclor. Add,j'onal permone,,1 bracing Of !he overoll .Irucjureil It',e re-;ponliOiI<lv oftne building des;gr~L ror g""",,'al guidance- rCQording
fabricotior,. quaily conjrol. sle<age-. de~ver/. erecl,on or'ld bracing. comult ANSI/TPIl Quality Criteria. DSB-69 and 8CSI1 BUilding Compon..nt
Safety In"'rmaflon aVQi~JOle from lru~~ Plo'e Inslltute. 5-'33 UOroofrio Dove. ModJlun. WI ,5-3719
14515 N. OUle, Forty, Suite #300
Che51eriield,M063017