Plans (38) /lil S r"Ati'-OICC--' CGCG i r
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i Job !Truss !Truss Type — q
16418 101Y Ply Tamlee Construction(16418}jw Pa,e 1 Of 2
Ai i FINK j
17 1 1
The Truss Co.,Sumner WA/Eugene OR,DNL -- - -- --- ---- _--_— Job Reference(optional)
7.000 a May 29 2007 MiTek Industries,Itis,`Wed Sep 05 16:44:45 2007 Page 1
-3-0-0 6-1-4 12-2-0 18-2-12
3-0-0 6-1-4 6-0-12 6-0-12 24 - 2
6-1-4 4 3-0-00
Scale:1/4'=1'
4x8=
4
•
4.0012
2x4�� \ 2x4-<-.3 ° 5
N.
1-,i
2
Ini
1140 ,n
4x5 10 9 8 lea
7 Io
4x5
3x4= 3x5= 3x4=
8-4-9 15-11-7 I 24-4-0
I
8-4-9 7-6-13
Plate Offsets(X,Y):[2[2:0-5-2,0.2-01,[6:0-5-2,0.2-0] ------- 9
LOADING(psf) SPACING 2-0-0 1CSI
— — — --.-_. ---_--- - _
TCLL 25.0 1 DEFL in (loc) I/defl Ud
Plates Increase 1.15 TC0.66 PLATES GRIP
TCDL 8.0 Lumber Increase 1.15 BC 0.55Vert(LL) -0.17 8-10 >999 240 MT20 185/148
BCLL 0.0 ReVert(TL) -0.33 8-10 >865 180
Rep Stress!nor YES WB 0.18 Horz(TL) 0.09 6 n/a n/a
BCDL 7.0 Code IRC2003/TPI2002 (Matrix)
Weight:85 lb
LUMBER ---------- --------- -- -- _ __
TOP CHORD 2 X 4 HF 1650E 1.5E BRACING ---- -----
BOT CHORD 2 X 4 HF No.2 TOP CHORD Sheathed or 4-7-1 oc purlins.
WEBS 2 X 4 HF Stud BOT CHORD Rigid ceiling directly applied or 8-4-3 oc bracing.
REACTIONS (Ib/size) 2=1168/0-5-8,6=1168/0-5-8
Max Uplift2=-491(LC 3),6=-491(LC 3)
FORCES (Ib)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/61,2-3=2133/579,3-4=1819/499,4-5=-1819/499,5-6=2133/579,6-7=0/61
BOT CHORD 2-10=419/1948,9-10=243/1358,8-9=243/1358,6-8=419/1948
WEBS 3-10=401/184,410=50/484,4-8=-50/484,5-8=-401/184
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-02;100mph;h=25ft;TCDL=4.2psf;BCDL=4.2psf;Category II;Exp B;enclosed;C-C Exterior(2);cantilever left and tight exposed;end vertical left
and right exposed; Lumber DOL=1.33 plate grip DOL=1.33.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 491 lb uplift at joint 2 and 491 lb uplift at joint 6.
6)This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/7P11.
LOAD CASE(S)Standard
xi;4.%A ice,_['
rl s
c/6 7o S aJ t-t is V/EW 4T. 7-/C0/4-12.0tj , , A�
r/0$1 1/007
WARNLNG!-VERIFY DESIGN PARAMETERS AND READ ALL NOTES ON THIS TRUSS DRAWING NOTES BEFORE USE. }r'f 1jr-
!
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Design valid for use with Mitek connectors.This design is based only upon parameters shown,and is for an individual building component tate installed and loaded
vertically.Applicability of design parameters and proper incorporation of component is responsibility of building designer.Bracing shown is for lateral support of individual
wet,rnemhnrc only.Additional temnorary hrarinn In insure stability di rinn rnnsfnadinn is the rpnnnnsihilty riffle acerin Additional permanent hra-inn of the overall .z�~
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Job - Truss !Truss Type - Page 2 of
Qty Pty :TamleeConstruction(16418)-jw
16418 I AIGE ;GABLE I1 i 1
The Truss Co.,Sumner WA/Eugene OR,DNL - - _ --- -- ---- -------; _ I Job Reference(optional)
7.000 s May 29 2007 MiTek Industries,Inc. Wed Sep 05 16:44:46 2007 Page 1
-3-0-0 I 12-2-0
3-0-0 24-4-0
12-2-0
12-2-0 27-4-0 {
3-0-0
Scale:1/4"=1'
4x4
y 10
1
8 1
Ci
4.00 12 7 ` 12
6 ' 13
■
5 ■ � 14
4 • •T9 STg 15
3 ST'0 16
Sr'1
11 ST
2
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S p p •
17 N
61 ■
?i......,.•,,^., ii.:•...., 41•x.}:v'•.,.•.v vvvv:.:>d.•\\ v$ ......•..,v;.,.;>;.i:::}}:x.{v.•.•xr�:er'.:i)..•.:}•.:}.v v:•::.•.••... .,.:.:•.•x.:
,•,.tT.+„:.;,:..,:0:r•4.:,.❖,,.�•:i..;e.<.:.:.,..-n�.a:•:i{•..x:v..:.:...:�^.•;>:2iii.:+;�:5'•'k:�•i�:<4F..e,..,:ova'vvi-:?.<:':s''::'�+s''vu< 18 0
3x5 s 32 31 30 29A��•. 28 27 26 25 24 23 22 21 20 19 3x5=
3x5=
24-4-0
24-4-0
Plate Offsets(X,Y):[2:0-3-14,0-1-8],[10:0-2-3,0-2-41,[17:0-2-4,0-1-8] -- - - - -
LOADING
(psf) SPACING 2-0-0 CSI i DEFL in (loc) I/defl Ud 1 PLATES GRIP
TCLL 25.0 Plates Increase 1.15 TC 0.57 Vert(LL) -0.17 18 n/r 120 MT20 185/148
TCDL 8.0 Lumber Increase 1.15 BC 0.22 - Vert(TL) -0.24 18 n/r 120
BCLL 0.0 Rep Stress Inc: YES WB 0.04 Horz(TL) 0.00 17 n/a n/a
BCDL 7.0 Code IRC2003/TPI2002 (Matrix) - Weight:102 lb
LUMBER BRACING
TOP CHORD 2 X 4 HF 1650F 1.5E TOP CHORD Sheathed or 6-0-0 oc purlins.
BOT CHORD 2 X 4 HF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2 X 4 HF Stud
REACTIONS (lb/size) 2=431/24-4-0,17=433/24-4-0,32=140/24-4-0,31=111/24-4-0,30=104/24 1 0,29=108/24-4-0,28=106/24-0-0,26=107/24-4-0,25=104/2414-0,24=107/24 1 0,23=107/24-4-0,
22=107/24-4-0,21=109/24-4-0,20=87/24-4-0,19=183/24-4-0
Max Uplifi2=321(LC 3),17=-318(LC 3),31=124(LC 3),30=19(LC 3),29=45(LC 3),28=41(LC 3),26-37(LC 3),24=-19(LC 3),23=-44(LC 3),22-45(LC 3),21=20(LC 3),20=117(LC 3)
Max Grav2=431(LC 1),17=433(LC 1),32=169(LC 2),31=111(LC 1),30=104(LC 4),29=108(LC 1),28=106(LC 4),26=110(LC 4),25=104(LC 1),24=108(LC 5),23=107(LC 5),22=107(LC 1),
21=109(LC 5),20=87(LC 1),19=194(LC 2)
FORCES (Ib)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/61,2-3=-59/34,3-4=23/50,4-5=16/76,5-6=17/94,6-7=-17/114,7-8=-17/135,8-9=17/153,9-10=16/143,10-11=17/153,11-12=17/140,
12-13=-17/119,13-14=-17/99,14-15=15/80,15-16=27/57,16-17=-60/35,17-18=0/61
BOT CHORD 2-32=0/81,31-32=0/81,30-31=0/81,29-30=0/81,28-29=0/81,27-28=0/81,26-27=0/81,25-26=0/81,24-25=0/81,23-24=0/81,22-23=0/81,
21-22=0/81,20-21=0/81,19-20=0/81,17-19=0/81
WEBS 3-32=-153/36,4-31=-67/70,5-30=-92/47,6-29=87/51,7-28=-88/53,8-26=91/48,9-25=86/0,11-24=89/30,12-23=89/56,13-22=87/51,
14-21=95/49,15-20=50/62,16-19=-183/54
NOTES
1)Unbalanced roof live loads have been considered for this design.
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek"Standard Gable End Detail'
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)All plates are 2x4 MT20 unless otherwise indicated.
5)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
6)Gable requires continuous bottom chord bearing.
7)Gable studs spaced at 1-4-0 oc.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 321 lb uplift at joint 2,318 lb uplift at joint 17,124 lb uplift at joint 31,
19 lb uplift at joint 30,45 lb uplift at joint 29,41 lb uplift at joint 28,37 lb uplift at joint 26,19 lb uplift at joint 24,44 lb uplift at joint 23,45 lb uplift at joint 22,20 lb ,,..«^ ^^ ..�
upliiftatjoint21and117lbupliftatjoint20. ,..- P
9)This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSUfPI 1. /ICr,-----------7- - ,,
LOAD CASE(S)Standard >€' ] �jj "'[@�p�
b y - 9 R`@ a, \.
grt
-,41,-;'..2'.::',i-,-,---: Ij 'Ri .s.�
f
Fy4--'1';'''"1: 1
., i «E., f,-'( s r
r------,43,-,a:s74'7,1:0::11;f7
11 i ` ,g9/',!2607~
if j j v
!WARNING!-VERIFY DESIGN PARAMETERS AND READ ALL NOTES ON THIS TRUSS DRAWING NOTES BEFORE USE. 1
Design valid for use with Mitek connectors.This design is based only upon parameters shown,and is for an individual building component to be installed and loaded "'II
vertically.Applicability of design parameters and proper incorporation of component is responsibility of building designer.Bracing shown is for lateral support of individual 11
weh members only.Militinnal temnnmN hrarinn In low ire standdv di[rim ronslrnrllrer is thp resnnnsihilitv of the erector.Additional nermanenl Iwarino nt the overall
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