Report s v/ UM _S-7
((4S77 sw
Re: 150314
The truss drawing(s)referenced below have been prepared by MiTek Industries, Inc. under my direct supervision
based on the parameters provided by Trus-way Inc.
Pages or sheets covered by this seal: K1312609 thru K1312610
My license renewal date for the state of Oregon is December 31,2016.
Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3
These truss designs rely on lumber values established by others.
<c LNG N F i0
q`�'
89782PE r
yy OREGON 0'��'
9i9 �qRY 15 _t4.
1±XP
,it 31/2016 _
July 20,2015
Rivera,Mark
The seal on these drawings indicate acceptance of professional engineering responsibility solely for the
truss components shown. The suitability and use of this component for any particular building is the
responsibility of the building designer,per ANSI/TPI 1.
1•
Job Truss Truss Type Qty Ply
K1312609
160314' A01 GABLE 2 1
Job Reference(optional)
- Trus-Way,Inc., Vancouver.WA 98668 7.630 s Jun 23 2015 MiTek Industries,Inc. Mon Jul 20 13:29:38 2015 Page 1
ID:'?kOhbvtggwy78J2xmvuCl UywD_1-y1 y1 iXmpdOD3dVtAUR5dLTl?DhVL9MGdFKbmSQywBdR
, 1-1-0-0 1 6-4-1 I 12-0-0 I 17-7-15 l 24-0-0 175-0-0 1
1-0-0 6-4-1 5-7-15 5-7-15 6-4-1 1-0-0
Scale=1:427
4x6 II
J
� K
5.00 12 plirl ' LH AX
AW � n M EP G C ilkilli r NO
D O ipi
C � Q
B '_ e rz. c C� e I` R
o1e, G art_rr_rr_r��ar-r r_rr.�� rr_r rrr rrr��_ S I.4
�
►_R o
� AH AG AF AE AD AC AB AA Z Y X W V U T ��
3x6= 4x6= 4x6 =
3x4 = 3x6 =
I 8-2-11 I 15-9-5 I 24-0-0 I
8-2-11 7-6-9 8-2-11
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.16 Vert(LL) -0.08 Y >999 240 MT20 220/195
Snow(Pf/Pg)22.7/30.0 Lumber DOL 1.15 BC 0.36 Vert TL -0.13 Y >999 180
TCDL 7.0
BCLL 0.0 Rep Stress Incr YES WB 0.62 Horz(TL) 0.04 R n/a n/a
BCDL 10.0 Code IRC2012/TPI2007 (Matrix-M) Wind(LL) 0.07 Y >999 360 Weight:148 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-9-8 oc purlins.
BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 7-8-13 oc bracing.
WEBS 2x4 DF Stud/Std G JOINTS 1 Brace at Jt(s):AJ,AN
OTHERS 2x4 DF Stud/Std G MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) B=1012/0-5-8,R=1012/0-5-8
Max Horz B=-81(LC 12)
Max Uplift B=-350(LC 14),R=-350(LC 14)
Max Gray B=1072(LC 2),R=1072(LC 2)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD B-C=-1883/907,C-D=-1836/946,D-E=-1820/969,E-F=-1731/945,F-G=-1636/886,
G-AW=-1632/914,H-AW=-1602/917,H-I=-1617/942,I-J=-1603/982,J-K=-1603/982,
K-L=-1617/942,L-AX=-1602/917,M-AX=-1632/914,M-N=-1636/886,N-0=-1731/945,
0-P=-1820/969,P-Q=-1836/946,Q-R=-1883/907
BOT CHORD B-AH=-789/1685,AG-AH=735/1685,AF-AG=-735/1685,AE-AF=-735/1685,AD-AE=-735/1685,
AC-AD=-390/1153,AB-AC=-390/1153,AA-AB=-390/1153,Z-AA=390/1153,Y-Z=-390/1153,
X-Y=390/1153,W-X=735/1685,V-W=735/1685,U-V=735/1685,T-U=735/1685,
R-T=-789/1685
WEBS J-AM=-361/664,AM-AN=-328/572,AN-A0=345/608,X-A0=300/542,X-AP=-369/243,
N-AP=-349/229,AD-AK=-300/542,AJ-AK=-345/608,Al-AJ=-328/572,J-AI=-361/664,
F-AL=-349/229,AD-AL=-368/243 ck .D PROf-e
NOTES- �� GIN cS,
1)Unbalanced roof live loads have been considered for this design. F 0
2)Wind:ASCE 7-10;Vult=140mph(3-second gust)V(IRC2012)=111 mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft;eave=4ft; '4J 2"V
Cat.II;Exp B;partially;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces& $9 782 P E
MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,;
3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry
Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1.
4)TCLL:ASCE 7-10;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=22.7 psf(flat roof _
snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.2 OREGON '∎�
5)Unbalanced snow loads have been considered for this design. /1j 4 Q
6)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 22.7 psf on overhangs 9[�11/1V C'
R A S 2
non-concurrent with other live loads. /r p eA��
7)All plates are 2x4 MT20 unless otherwise indicated. .Q U f
8)Gable studs spaced at 1-4-0 oc.
9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
10)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will EXPIRES: 12/31/2016
fit between the bottom chord and any other members.
Continued on page 2 July 20,2015
Job Truss Truss Type Qty Ply
' K1312609
150314 A01 GABLE 2 1
Job Reference(optional)
Trus-Way,Inc., Vancouver,WA 98668 7.630 s Jun 23 2015 MiTek Industries.Inc. Mon Jul 20 13.29:39 2015 Page 2
ID:?kOhbvtggwy78J2xmvuCl UywD_1-QDWPwtnROKLwFfSM29csuhrAz5raupWmU_LK_tyw8dQ
NOTES-
11)A plate rating reduction of 20%has been applied for the green lumber members.
12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 350 lb uplift at joint B and 350 lb uplift at joint R.
13)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
14)This truss does not include any time dependant deformation for long term loading(creep)in the total load deflection. The building designer shall verify that this parameter fits
with the intended use of this component.
LOAD CASE(S) Standard
, r.
Job Truss Truss Type Qty Ply
•
K1312610
150314 A02 COMMON 10 1
Job Reference(optional)
Trus-Way,Inc., Vancouver,WA 98668 7 630 s Jun 23 2015 MiTek Industries,Inc. Mon Jul 20 13:29:39 2015 Page 1
ID:?k0hbvtggwy78J2xmvuCl UywD_1-QDWPwtnROKLwFfSM29csuhr725rfuu7mU_LK_tyw8do
. 1-1-0-0 I 6-4-1 I 12-0-0 I 17-7-15 I 24-0-0 1 75-0-0 I
1-0-0 6-4-1 5-7-15 5-7-15 6-4-1 1-0-0
Scale=1:42.7
4x6 II
D
WI
5.00 12
2x4\\11"4111111111
R 2x4 //
C E
rr
B F
oh 11 .. is l•_ G Ii
J I H
En ►4
4x6= 3x4= 4x6 =
3x6= 3x6 =
I 8-2-11 I 15-9-5 24-0-0 I
8-2-11 7-6-9 8-2-11
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP
TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.35 Vert(LL) -0.08 H-J >999 240 MT20 220/195
Snow(Pf/Pg)22.7/30.0 Lumber DOL 1.15 BC 0.35 -0.17 H-J >999 180
TCDL 7.0 Vert(TL)
BCLL 0.0 Rep Stress Incr YES WB 0.26 Horz(TL) 0.04 F n/a n/a
BCDL 10.0 Code IRC2012/TPI2007 (Matrix-M) W1nd(LL) 0.07 H-J >999 360 Weight:97 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 OF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-8-3 oc purlins.
BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 7-6-10 oc bracing.
WEBS 2x4 DF Stud/Std G MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) B=1012/0-5-8,F=1012/0-5-8
Max Horz B=81(LC 13)
Max Uplift B=-350(LC 14),F=-350(LC 14)
Max Gray B=1072(LC 2),F=1072(LC 2)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD B-C=-1906/995,C-Q=-1678/904,D-Q=-1602/921,D-R=-1602/921,E-R=-1678/904,
E-F=-1906/995
BOT CHORD B-J=-790/1699,I-J=-409/1144,H-I=-409/1144,F-H=-790/1699
WEBS D-H=-259/586,E-H=-397/374,D-J=-259/586,C-J=-397/374
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=l40mph(3-second gust)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;
Cat.II;Exp B;partially;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&
MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)TCLL:ASCE 7-10;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=22.7 psf(flat roof
snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.2
4)Unbalanced snow loads have been considered for this design. �4�[) P R OF�cs
5)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 22.7 psf on overhangs '` cs
non-concurrent with other live loads. ,NGj `,,, NE�CR ��
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9
7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 89782 PE
fit between the bottom chord and any other members. /
8)A plate rating reduction of 20%has been applied for the green lumber members. j/./ Y J
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 350 lb uplift at joint B and 350 lb uplift at l' .-(--' - ',/
( Y ) 9P P 9 P joint P �-
joint F.
10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. OREGON '∎y
11)This truss does not include any time dependant deformation for long term loading(creep)in the total load deflection. The building �j 4/& 20 P. -
designer shall verify that this parameter fits with the intended use of this component. 1/61, AIR y j GJ ,<<,'
LOAD CASE(S) Standard A U L R1
EXPIRES: 12/31/2016
July 20,2015
. .
21-00-00
/ /
1 11 , f
\ -
.27:,:,,,f.:,,,: Ak':RITiik,rVftl TcRT:27C i?Z,,A7775f 1717.*7:7T7T TO::*74,764.4WflifiT:3773N7±,"TA
II'
,1( 0
c'
'#)
4:
1
4
Ap2 (1q)
. D.._
1
l
A i
1 v
r
,.„
so ,„ s
0
e it <
o i
. , !i
-4- :§
,:: ,,
W 4:
0 !t i 1.1.1 0
ct if,. l' fr
I—
CD 1 CD
)
tk:
1 i
4-
i
1
,
\ mwmt; vmt...A ;,..,1,v,yre vozai., ANWAC, ;-.'4.7::.V4Z:F_Wiiek.W.1,-:',"-Magi VW50*.IL aiAiiin 44:
CUSTOMER: WALK-IN PITCH: 5/12
-:":::,::-- .:•,,
JOB NAME: SWANSON CONST OVERHANGS: 1'-0"
,-:::::::::- . .--:--• (360)750-1470 Vancouver
(=7:O1493 Fax PLAN: CAR PORT LOADING: 25-7-10
TRUS-WAY' 1-877-TRUSWAY Toll Free JOB NUMBER: 150314
z 3901 NE 68th Street SALESMAN MATT BAILEY WIND SPEED: 140
BUILDING EXP: B
enevf-TetteerAYools Vancouver,WA 98661
• . BID
15: 0314
SWANSON CONST 1
INV#
DEL DT:
TRUSMAri CAR PORT
Reaction Summary
_
s SWANSON CONST s SWANSON CONST Job Name:SWANSON CONST
0 H , PIan:CAR PORT
L I TIGARD OR I Sales Rep:MATT BAILEY
N '
D P Lot F Bid-Layout Done 7 MB 7/19/2015
o Bid.D esigned i KC 7/20/2015
T T Subdiv: Bid-Pricing Complete i ZG 7/27/2015
0 -
° Framer: Loadin.
Qty TC Pitch Span TC
Label Label Ply BC Pitch Height BC Reactions
2 5/12 24-00-00 2 x 4
,.. .
A°1 .ili ell gti 1..- I. I 1-ply Continuous Support
5-04-01 2 x 4 1
Common Structural Gable Notes:
: 10 5/12 24-00-00 2 x 4 Joint 11Joint 5
A02 ...,iii:n2 ,2 _ :
679 : 679
1 1-ply 5-04-01 1 2 x 4
i
-105 i -105
•
Common Notes:
Ancillary Items
QTY PRODUCT NOTES
15 2x4 Solid Blocks
10 2x4 Vented Blocks
25 One H2.5T
1 -
TRUS-WAY.INC-3901 NE 68TH ST. VANCOUVER, WA 98661(360)750-1470 (503)285-2615 (877) TRUSWAY
ZACH GAUG
Reaction Summary- Date:7127/2015 Paae:1 of 1 7/27/2015