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5350 SW 107th Ave TMS IS PLACEMENT PLACFPLACEMENTDIAGRAONLY
' These d ig au d d 1 6 e the
Beaverton, OR 97005 BALE: compo enrpor btu gd
Phone: 971-371-5971 NTS mdat wel°I dF g sheets for.bon of bash mg design Idmtif d
BUILDER: DATE: QUOTE d: n the placement drawing. The building designer is
Great Western 10 25 2016 B1602938 rc
:::::,,,!::::::17:::::::::::::!
`
osue
PROJECT: DRAWN BY: JOB k. CORC
Russell Kleve Jose Espinosa buildingdesigner For general gmdance regardi g JI W/ll
bracin,consult"Bracing of wood w vailable
from the truss Plate Institute,583 D'Onifrio Due.
AD
DRESS: 12475 SW 124th Ave,Portland,OR
Madison,WI 53179
Job Truss Truss Type Qty Ply
B1602938 A01 COMMON SUPPORTED GAB 2 1
Job Reference(optional)
ProBuild Beaverton Truss,Beaverton,OR 97007,Jose Espinosa 7.640 s Apr 22 2016 MiTek Industries,Inc. Tue Oct 25 17:53:20 2016 Page 1
I D:8Knji6A3ixLc8pVEPvVpbjyiy8O-LXc9T0002UozGd byZT4?x4P4BOnvWopE96jidbyPnaD
-2-0-0 13-6-0 27-0-0 29-0-0
2-0-0 13-6-0 13-6-0 2-0-0
Scale=1:49.7
4x4=
8
7 9
5.00 12 6 "r � 10
5 ° � 11
4 — ST6 12
ST5 ST5
3 ST" ST4 13
ST3 ST3
r c ST2
ST1 T
01 2 r ® ® ® ® ��i B B B2 ® 14 15Io
3x6= 27 26 25 24 23 22 21 2019 18 17 16 3x6=
3x6=
27-0-0
27-0-0
LOADING(psf)
25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL(Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.32 Vert(LL) 0.03 15 n/r 90 MT20 220/195
TCDL 7,0 Lumber DOL 1.15 BC 0.19 Vert(CT) 0.02 15 n/r 120
BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) 0.01 14 n/a n/a
BCDL 10.0 Code IBC2015/TP12014 (Matrix) Weight:131 lb FT=10%
LUMBER- BRACING-
TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 DF Std G MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. All bearings 27-0-0.
(Ib)- Max Horz 2=169(LC 12)
Max Uplift All uplift 100 lb or less at joint(s)26,17 except 2=-171(LC 8),23=-113(LC 12),24=-100(LC 12),
25=-102(LC 12),27=-121(LC 12),21=-112(LC 13),20=-101(LC 13),18=-102(LC 13),16=-121(LC 13),
14=-179(LC 9)
Max Gray All reactions 250 lb or less at joint(s)22,24,25,26,27,20,18,17,16 except 2=364(LC 18),
23=257(LC 19),21=257(LC 20),14=364(LC 18)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 7-8=-94/346,8-9=-941346
NOTES-
1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;
MWFRS(envelope)gable end zone and C-C Corner(3)-2-0-0 to 1-0-0,Exterior(2)1-0-0 to 10-6-0,Corner(3)10-6-0 to 13-6-0,
Exterior(2)16-6-0 to 26-0-0 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
2) 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.
3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category 11;Exp C;Fully Exp.;Ct=1
4)Unbalanced snow loads have been considered for this design.
5)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs
non-concurrent with other live loads.
6)All plates are 2x4 MT20 unless otherwise indicated.
7)Gable requires continuous bottom chord bearing.
8)Gable studs spaced at 2-0-0 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
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 100 lb uplift at joint(s)26,17 except
(jt=lb)2=171,23=113,24=100,25=102,27=121,21=112,20=101,18=102,16=121,14=179.
13)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI
1.
14)"Fix heels only"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
!Pit
o Truss Truss Type Qty Ply
81602938 A02 COMMON 24 1
Job Reference(optional)
ProBuild Beaverton Truss,Beaverton,OR 97007,Jose Espinosa 7.640 s Apr 22 2016 MiTek Industries,Inc. Tue Oct 25 17:53:22 2016 Page 1
I D:8Knji6A3ixLc8pVEPvVpbjyiy8O-IwkvuUg2a62h WwlLhu7TOVUJnBOV_ePXdQCph UyPnaB
-2-0-0 6-9-0 13-6-0 20-3-0 27-0-0 29-0-0
2-0-0 6-9-0 6-9-0 6-9-0 6-9-0 2-0-0
Scale=1:49.7
4x4=
4
5.00 12
2x4 2x4
3
2
6
N N
►_� 9 8 =.
3x6 3x4= 5x8= 3x6
9-0-0 18-0-0 27-0-0
9-0-0 9-0-0 9-0-0
Plate Offsets(X,Y)-- [2:0-3-1,0-1-8],[6:0-3-1,0-1-8],[8:0-4-0,0-3-4],[9:0-1-12,0-1-8]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.83 Vert(LL) -0.20 8-9 >999 240 MT20 220/195
(Roof Snow=25.0) Lumber DOL 1.15 BC 0.50 Vert(CT) -0.44 8-9 >718 180
TCDL 7.0 Rep Stress Incr YES WB 0.34 Horz(CT) 0.08 6 n/a n/a
BCLL 0.0 Code IBC2015/TP12014
BCDL 10.0 (Matrix) Weight:113 lb FT=10%
LUMBER- BRACING-
TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins.
BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 7-5-11 oc bracing.
WEBS 2x4 DF Std G MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 2=1257/0-5-8 (min.0-1-8),6=1257/0-5-8 (min.0-1-8)
Max Horz 2=-169(LC 13)
Max Uplift2=-529(LC 12),6=-529(LC 13)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-10=-2250/812,3-10=-2102/831,3-11=-1928/730,11-12=-1834/740,4-12=-1827/747,
4-13=-1827/747,13-14=-1834/740,5-14=-1928/730,5-15=-2102/832,6-15=-2250/812
BOT CHORD 2-9=-800/2005,9-16=-330/1267,16-17=-330/1267,8-17=-330/1267,6-8=-632/2005
WEBS 4-8=-296/769,5-8=-549/445,4-9=-296/769,3-9=-549/445
NOTES-
1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;
MWFRS(envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 10-6-0,Exterior(2)10-6-0 to 13-6-0,
Interior(1)16-6-0 to 26-0-0 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
2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category 11;Exp C;Fully Exp.;Ct=1
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs
non-concurrent with other live loads.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)*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 fit between the bottom chord and any other members,with BCDL=10.0psf.
7)A plate rating reduction of 20%has been applied for the green lumber members.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
2=529,6=529.
9)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
4
Job Truss Truss Type Qty Ply
B1602938 A03 COMMON 7 1
Job Reference(optional)
ProBuild Beaverton Truss,Beaverton,OR 97007,Jose Espinosa 7.640 s Apr 22 2016 MiTek Industries,Inc. Tue Oct 25 17:53:23 2016 Page 1
ID:8Knji6A3ixLc8pVEPvVpbjyiy8O-m61H5pggLPAY74KXFceiYi1 UMbjLj5Dgs4yNDwyPnaA
-2-0-0 6-9-0 13-6-0I 20-3-0 27-0-0
2-0-0 6-9-0 6-9-0 6-9-0 6-9-0
Scale=1:47.1
4x4=
4
5.00 12
2x4\\ 2x4//
3 5
6III\Ioppp
V�
Z
2 6
d1 y ]Y
8 7 0
3x8=
3x4= 5x8= 3x8=
9-0-0 18-0-0 27-0-0
9-0-0 9-0-0 9-0-0
Plate Offsets(X,Y)-- [4:0-2-0,0-1-12],[7:0-4-0,0-3-4],[8:0-1-12,0-1-8]
LOADING(psf)
25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft lid PLATES GRIP
TCLL(Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.78 Vert(LL) -0.20 7-8 >999 240 MT20 220/195
TCDL 7.0 Lumber DOL 1.15 BC 0.53 Vert(CT) -0.44 7-8 >735 180
BCLL 0.0 * Rep Stress Incr YES WB 0.37 Horz(CT) 0.08 6 n/a n/a
BCDL 10.0 Code IBC2015/TP12014 (Matrix) Weight:110 lb FT=10%
LUMBER- BRACING-
TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-9-12 oc purlins.
BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 7-4-1 oc bracing.
WEBS 2x4 DF Std G MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 6=1116/Mechanical,2=1270/0-5-8 (min.0-1-8)
Max Horz2=189(LC 12)
Max Uplift6=-431(LC 13),2=-532(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-9=-2254/843,3-9=-2106/863,3-10=-1959/772, 10-11=-1864/779,4-11=-1858/786,
4-12=-1905/856,12-13=-1913/848,5-13=-2008/838,5-14=-2243/950,6-14=-2328/938
BOT CHORD 2-8=-829/2002,8-15=-376/1299,15-16=-376/1299,7-16=-376/1299,6-7=-787/2105
WEBS 4-7=-334/832,5-7=-593/471,4-8=-294/743,3-8=-525/445
NOTES-
1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;
MWFRS(envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 10-6-0,Exterior(2)10-6-0 to 13-6-0,
Interior(1)16-6-0 to 23-11-4 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
2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp C;Fully Exp.;Ct=1
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs
non-concurrent with other live loads.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)•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 fit between the bottom chord and any other members,with BCDL=10.0psf.
7)A plate rating reduction of 20%has been applied for the green lumber members.
8)Refer to girder(s)for truss to truss connections.
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b)
6=431,2=532.
10)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI
1.
11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
81602938 AO3A COMMON 1 1
Job Reference(optional)
ProBuild Beaverton Truss,Beaverton,OR 97007,Jose Espinosa 7.640 s Apr 22 2016 MiTek Industries,Inc. Tue Oct 25 17:53:24 2016 Page 1
I D:8Knji6A3ixLc8pVEPvVpbjyiy8O-EJsfJ9rl6j IPIEvjoJ9x5wZf7?4gsYgg4khwmNyPna9
-2-0-0 6-9-0 13-6-0 20-3-0 27-0-0
2-0-0 6-9-0 6-9-0 6-9-0 6-9-0
Scale=1:46.8
4x4=
4
5.0012
2x40 2x4/
3 5
e�
ireK
, i
1
2 6
Sir82 %, N
01 ►�'41 r0 jo
=m 8 7
3x6 3x4= 5x8= 3x6
9-0-0 18-0-0 27-0-0
9-0-0 9-0-0 9-0-0
Plate Offsets(X,Y)-- [2:0-3-1,0-1-8],[6:0-3-1,0-1-8],[7:0-4-0,0-3-4],[8:0-1-12,0-1-8]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP
TOLL 25.0 Plate Grip DOL 1.15 TC 0.78 Vert(LL) -0.19 7-8 >999 240 MT20 220/195
(Roof Snow=25.0) Lumber DOL 1.15 BC 0.51 Vert(CT) -0.43 7-8 >734 180
TCDL 7.0 Rep Stress Incr YES WB 0.35 Horz(CT) 0.08 6 n/a n/a
BCLL 0.0 * Code IBC2015/TP12014 (Matrix) Weight:110 lb FT=10%
BCDL 10.0
LUMBER- BRACING-
TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-9-12 oc purlins.
BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 7-4-5 oc bracing.
WEBS 2x4 DF Std G MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 6=1109/0-5-8 (min.0-1-8),2=1263/0-5-8 (min.0-1-8)
Max Horz2=189(LC 12)
Max Uplift6=-427(LC 13),2=-531(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-9=-2237/837,3-9=-2089/857,3-10=-1942/766,10-11=-1847/772,4-11=-1841/780,
4-12=-1867/842,12-13=-1874/835,5-13=-1969/825,5-14=-2148/933,6-14=-2280/920
BOT CHORD 2-8=-825/1986,8-15=-370/1282,15-16=-370/1282,7-16=-370/1282,6-7=-767/2054
WEBS 4-7=-323/803,5-7=-567/459,4-8=-294/743,3-8=-523/445
NOTES-
1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;
MWFRS(envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 10-6-0,Exterior(2)10-6-0 to 13-6-0,
Interior(1)16-6-0 to 23-9-4 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
2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp C;Fully Exp.;Ct=1
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs
non-concurrent with other live loads.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)*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 fit between the bottom chord and any other members,with BCDL=10.0psf.
7)A plate rating reduction of 20%has been applied for the green lumber members.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
6=427,2=531.
9)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
B1602938 A04 COMMON 4 1
Job Reference(optional)
ProBuild Beaverton Truss,Beaverton,OR 97007,Jose Espinosa 7.640 s Apr 22 2016 MiTek Industries,Inc. Tue Oct 25 17:53:26 2016 Page 1
I D:8Knji6A3ixLc8pVEPvVpbjyiy8O-Ah_QkrtZeKY7_Y36wkBPALf?GpIOwQA7Y2A1 q FyPna7
-2-0-0 6-9-0 13-6-0 20-3-0 27-0-0 29-0-0
2-0-0 6-9-0 6-9-0 I 6-9-0 6-9-0 2-0-0
Scale=1:49.7
4x4=
4
LI
5.00 12
2x4\\iloOihk 4x6
3 5
: \ ,I , /I 1
N 2
A N
a1 ►� � - 1 47i OM 7 IO
►=a 10 9 =m 3x6=
3x6 8
3x4= 5x8= 3x6J
9-0-0 18-0-0 24-9-4 259-0 27-0-0
9-0-0 9-0-0 6-9-4 0-2J12 2-0-0
Plate Offsets(X,Y)-- [2:0-3-1,0-1-8],[5:0-2-0,0-2-0],[9:0-4-0,0-3-0],[10:0-1-12,0-1-8]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.80 Vert(LL) -0.18 9-10 >999 240 MT20 220/195
(Roof Snow=25.0) Lumber DOL 1.15 BC 0.50 Vert(CT) -0.43 9-10 >686 180
TCDL 7.0 Rep Stress Ina YES WB 0.48 Horz(CT) 0.06 8 n/a n/a
BCLL 0.0 * Code IBC2015/TP12014 (Matrix) Weight:120 lb FT=10%
BCDL 10.0
LUMBER- BRACING-
TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins.
BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2x4 DF Std G WEBS 1 Row at midpt 5-8
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 2=1170/0-5-8 (min.0-1-8),8=1349/0-5-8 (min.0-1-8)
Max Horz 2=169(LC 12)
Max Uplift2=-506(LC 12),8=-565(LC 13)
Max Grav2=1194(LC 19),8=1349(LC 1)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-11=-2097/756,3-11=-1949/776,3-12=-1771/648,12-13=-1644/658,4-13=-1636/665,
4-14=-1368/542,14-15=-1375/534,5-15=-1469/524,5-16=-970/800,6-16=-990/767
BOT CHORD 2-10=-749/1865,10-17=-278/1059,17-18=-278/1059,9-18=-278/1059,8-9=-375/1386,
6-8=-725/1060
WEBS 4-9=-164/427,5-9=-244/310,4-10=-295/781,3-10=-552/446,5-8=-2219/1516
NOTES-
1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;
MWFRS(envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 10-6-0,Exterior(2)10-6-0 to 13-6-0,
Interior(1)16-6-0 to 26-0-0 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
2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp C;Fully Exp.;Ct=1
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs
non-concurrent with other live loads.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)*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 fit between the bottom chord and any other members,with BCDL=10.0psf.
7)A plate rating reduction of 20%has been applied for the green lumber members.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
2=506,8=565.
9)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
B1602938 E01 COMMON SUPPORTED GAB 1 1
Job Reference(optional)
ProBuild Beaverton Truss,Beaverton,OR 97007,Jose Espinosa 7.640 s Apr 22 2016 MiTek Industries,Inc. Tue Oct 25 17:53:27 2016 Page 1
I D:8Knji6A3ixLc8 pVE PvVpbjyiyBO-euXoxBtBPeg_chdl USjejYB HQC8hfvxGmhwaMhyPna6
-2-0-0 9-6-0 19-0-0 21-0-0
2-0-0 9-6-0 9-6-0 2-0-0
Scale=1:36.9
4x4=
6
5 7
5.00 12
14111111 .1
4
3 r T4
ST3 ST3
ST2 ST2
I ST1
2 10
N
1 11 Io
3x6= 18
17 16 15 14 13 12 3x6=
3x6 II
19-0-0
19-0-0
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.32 Vert(LL) 0.03 11 n/r 90 MT20 220/195
(Roof Snow=25.0) Lumber DOL 1.15 BC 0.31 Vert(CT) 0.02 11 n/r 120
TCDL 7.0 Rep Stress Incr YES WB 0.32 Horz(CT) 0.02 10 n/a n/a
BCDL 10.0 Code IBC2015/TP12014 (Matrix) Weight:83 lb FT=10%
LUMBER- BRACING-
TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-7-15 oc purlins.
BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
OTHERS 2x4 DF Std G MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. All bearings 15-0-0.
(Ib)- Max Horz 17=-125(LC 13)
Max Uplift All uplift 100 lb or less at joint(s)16,13 except 10=-182(LC 19),15=-427(LC 8),17=-288(LC 12),
14=-116(LC 13), 12=-123(LC 13)
Max Gray All reactions 250 lb or less at joint(s)10, 16,13,12 except 15=827(LC 1),17=543(LC 19),
14=250(LC 20)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-19=-1344/863,3-19=-1337/879,3-20=-1307/890,4-20=-1301/903,4-21=-1173/866,
5-21=-1169/874,5-6=-1110/883,6-7=-1103/881,7-22=-1205/885,8-22=-1211/876,
8-23=-1262/890,9-23=-1268/880,9-24=-1341/885,10-24=-1345/860
BOT CHORD 2-25=-811/1409,18-25=-811/1409,17-18=-811/1409,16-17=-811/1409,15-16=-811/1409,
14-15=-811/1409,13-14=-811/1409,12-13=-811/1409,10-12=-811/1409
WEBS 6-15=-756/1011,4-17=-309/333,7-14=-214/264
NOTES-
1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;
MWFRS(envelope)gable end zone and C-C Corner(3)-2-0-0 to 1-0-0,Exterior(2)1-0-0 to 6-6-0,Corner(3)6-6-0 to 9-6-0,
Exterior(2)12-6-0 to 18-0-0 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
2) 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.
3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp C;Fully Exp.;Ct=1
4)Unbalanced snow loads have been considered for this design.
5)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs
non-concurrent with other live loads.
6)All plates are 2x4 MT20 unless otherwise indicated.
7)Gable studs spaced at 2-0-0 oc.
8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9)*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 fit between the bottom chord and any other members.
10)A plate rating reduction of 20%has been applied for the green lumber members.
11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)16,13 except
(jt=lb)10=182,15=427,17=288,14=116,12=123.
12)Non Standard bearing condition. Review required.
13)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI
Continued on page 2
Job Truss Truss Type Qty Ply
61602938 E01 COMMON SUPPORTED GAB 1 1
Job Reference(optional)
ProBuild Beaverton Truss,Beaverton,OR 97007,Jose Espinosa 7.640 s Apr 22 2016 Mack Industries,Inc. Tue Oct 25 17:53:27 2016 Page 2
I D:8Knji6A3ixLc8pVEPvVpbjyiy8O-euXoxBtBPeg_chd I USjejYB HQCBhfvxGmhwaMhyPna6
NOTES-
14)"Fix heels only"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
B1602938 E02 COMMON 2 1
Job Reference(optional)
ProBuild Beaverton Truss,Beaverton,OR 97007,Jose Espinosa 7.640 s Apr 22 2016 MiTek Industries,Inc. Tue Oct 25 17:53:28 2016 Page 1
ID:8Knji6A3ixLc8pVEPvVpbjyiy8O-645A9Xu pAyorErCU 19EtFmkRucVmOKyP?Lf7v8yPna5
-2-0-0 4-2-12 9-Q 9-6-0 14-3-0 14-9-4 19-0-0 21-0-0
2-0-0 4-2-12 b-6-4 4-9-0 4-9-0 0-6-4 4-2-12 2-0-0
Scale=1:36.9
4x4=
4
5.00112
3x6 3x6
3 5
2 N 6
iiiii
N ' -TM
MAIM
` N
V
1 111.11. ` 7 Io
10
3x6 M
9 8
3x6
3x6 H 4x8= 3x6 II
1 4-0-0 4-2-1112 9-6-0 14-9-4 1 19-0-0 1
4-0-0 0-2-'12 5-3-4 5-3-4 4-2-12
Plate Offsets(X,Y)-- [2:0-3-1,0-1-8],[6:0-3-1,0-1-8]
LOADING(psf)
25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL(Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.41 Vert(LL) -0.03 8-9 >999 240 MT20 220/195
TCDL 7.0 Lumber DOL 1.15 BC 0.25 Vert(CT) -0.08 8-9 >999 180
BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(CT) 0.01 6 n/a n/a
BCDL 10.0 Code IBC2015/TP12014 (Matrix) Weight:85 lb FT=10%
LUMBER- BRACING-
TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2x4 DF Std G MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 6=667/0-5-8 (min.0-1-8),10=1181/0-5-8 (min.0-1-8)
Max Horz 10=125(LC 12)
Max Uplift6=-336(LC 13),10=-555(LC 8)
Max Grav6=741(LC 20),10=1181(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-11=-1117/844,3-11=-1105/864,3-12=-461/183,12-13=-436/188,4-13=-425/196,
4-14=-425/170,14-15=-453/162,5-15=-523/156,5-16=-1016/379,6-16=-1111/367
BOT CHORD 2-10=-791/1148,9-10=-791/1147,8-9=-250/977,6-8=-250/977
WEBS 3-9=-884/992,4-9=-100/293,5-9=-617/345,3-10=-1081/946
NOTES-
1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;
MWFRS(envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 6-6-0,Exterior(2)6-6-0 to 9-6-0,
Interior(1)12-6-0 to 18-0-0 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
2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp C;Fully Exp.;Ct=1
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs
non-concurrent with other live loads.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)*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 fit between the bottom chord and any other members.
7)A plate rating reduction of 20%has been applied for the green lumber members.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
6=336, 10=555.
9)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Jo-b Truss Truss Type Qty Ply
81602938 E03 COMMON GIRDER 1
2 Job Reference(optional)
ProBuild Beaverton Truss,Beaverton,OR 97007,Jose Espinosa 7.640 s Apr 22 2016 MiTek Industries,Inc.Tue Oct 25 17:53:32 2016 Page 1
I D:8Knji6A3ixLc8pVEPvVpbjyiy8O-?rLh_uxKDAIGiTWGG?I pQcv8SDnyK2D?wzdL2vyPna l
4-9-0 9-6-0 15-0-0
4-9-0 4-9-0 5-6-0
4x4= Scale=1:27.8
3
5.00 12
3x6 4x6
2 4
1 W5
W1 N
O
N
1
' B1 _®
I
x12- 7 6
k
3x8 I I 8x12= 5
6x6 I I
4-9-0 9-6-0 15-0-0
4-9-0 4-9-0 5-6-0
Plate Offsets(X,Y) [1:0-6-0,0-1-6],[2:0-2-8,0-1-8],[3:0-2-0,0-1-12],[4:0-2-12,0-1-8],[5:Edge,0-5-8],[6:0-2-7,0-5-12],[7:0-5-4,0-1-8]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.37 Vert(LL) 0.09 6-7 >999 240 MT20 220/195
(Roof Snow=25.0) Lumber DOL 1.15 BC 0.56 Vert(CT) -0.19 6-7 >910 180
TCDL 7.0 Rep Stress Incr NO WB 0.89 Horz(CT) 0.03 5 n/a n/a
BCLL 0.0 * Code IBC2015/TP12014 (Matrix-M) Weight:175 lb FT=10%
BCDL 10.0
LUMBER- BRACING-
TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-8-11 oc purlins,
BOT CHORD 2x8 DF SS except end verticals.
WEBS 2x4 DF Std G*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. l
W5:2x6 DF No.2
REACTIONS. (lb/size) 1=4759/0-5-8 (min.0-2-9),5=4136/0-5-8 (min.0-2-3)
Max Harz 1=158(LC 10)
Max Upliftl=-1926(LC 10),5=-1633(LC 11)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 1
TOP CHORD 1-2=-8415/3398,2-10=-4741/1888,3-10=-4674/1895,3-11=-4686/1918,4-11=-4755/1906,
4-5=-3185/1294
BOT CHORD 1-12=-2633/6263,1-13=-3230/7750,7-13=-3230/7750,7-14=-3230/7750, 1
14-15=-3230/7750,6-15=-3230/7750,6-16=-212/479,16-17=-212/479,5-17=-212/479 t
WEBS 2-7=-924/2479,2-6=-3696/1617,3-6=-1273/3305,4-6=-1618/4047
NOTES-
1)2-ply truss to be connected together with 10d(0.120'x3")nails as follows:
Top chords connected as follows:2x4-1 row at 0-7-0 oc,2x6-2 rows staggered at 0-9-0 oc.
Bottom chords connected as follows:2x8-3 rows staggered at 0-2-0 oc.
Webs connected as follows:2x4-1 row at 0-9-0 oc.
2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to
ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated.
3)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;
MWFRS(envelope)gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60
4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp C;Fully Exp.;Ct=1
5)Unbalanced snow loads have been considered for this design.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
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 fit between the bottom chord and any other members.
8)A plate rating reduction of 20%has been applied for the green lumber members.
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
1=1926,5=1633.
10)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI
1.
11)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss.
12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1099 lb down and 449 lb up at
0-11-4,1096 lb down and 451 lb up at 2-11-4,1096 lb down and 451 lb up at 4-11-4,1096 lb down and 451 lb up at 6-11-4,1096
lb down and 451 lb up at 8-11-4,and 1096 lb down and 451 lb up at 10-11-4,and 1096 lb down and 451 lb up at 12-11-4 on
bottom chord. The design/selection of such connection device(s)is the responsibility of others.
QO ODUEAS6(8096ta?ndard
Job Truss Truss Type Qty Ply
B1602938 E03 COMMON GIRDER 1 2 Job Reference(optional)
ProBuild Beaverton Truss,Beaverton,OR 97007,Jose Espinosa 7.640 s Apr 22 2016 MiTek Industries,Inc. Tue Oct 25 17:53:32 2016 Page 2
I D:8Knji6A3ixLc8pVEPvVpbjyiy8O-?rLh_uxKDAIGIT WGG?I pQcv8S DnyK2D?wzd L2vyPnal
LOAD CASE(S) Standard
1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15
Uniform Loads(plf)
Vert:1-3=-64,3-4=-64,1-5=-20
Concentrated Loads(Ib)
Vert:7=-1096(F)12=-1099(F)13=-1096(F)14=-1096(F)15=-1096(F)16=-1096(F)17=-1096(F)
000/M5-1C000-1H Milpp
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5350 SW 107th Ave THIS IS A SUSS PLACEMENT DIAGRAM ONLY.
PR S u i I d Beaverton OR 97005 comp ' are doomed Pm banal building
KALE:
components to be mcoryorated into Pm building design
Phone: 971-371-5971 NTS �e spsifimtion of the b ild g designs. So he 59 -1885111115,
individual ddign sheets for each was design identified
!hill]
DER: DAI'F,: NUOTE M: n,he PBrement drawing. The building designer isGreat Western cspnmmle r rLL,nporaryawman t bradngof10-25 2016 61602938 rn°fondn mrn„t martar rme n esau a dnrehe vat Ir=ittivdesign of BrcWon support swcmre including hurlers.JECT: DNAWN BY: JOB 8 beams,walls,and columns in,he msponsibili,y of the CCORCRussell Kleve Jose Espinosa WEiN,`emgner Forlt g g r wol e"'dance rega'rdble T4 fJliiRESS 12475 SW 124th Ave,Portland,OR
from one TN:.Plate eIImIL,583 D'OmfriovDivq
Mad'uon,W1 53179
Job Truss Truss Type Qty Ply
B1602938 A01 COMMON SUPPORTED GAB 2 1 I
Job Reference(optional)
ProBuild Beaverton Truss,Beaverton,OR 97007,Jose Espinosa 7.640 s Apr 22 2016 MiTek Industries,Inc. Tue Oct 25 17:53:20 2016 Page 1
I D:8Knji6A3ixLc8pVEPvVpbjyiy8O-LXc9T0002UozGdbyZT4?x4P4BOnvWopE96jidbyPnaD
-2-0-0 13-6-0 27-0-0 29-0-0
2-0-0 13-6-0 13-6-0 2-0-0
Scale=1:49.7
4x4=
8
7 9
5.00 12 6 10
5
11
4 — ST6
12
2
3 FT+4 S cT, 13
c
T3 ST2
ST ST1
14 N
N n n n n n
15;
01 :•:•:•••:•:•:•:4,:o o:•:•••:•:•••:•:•:•:•:•:•••:•:•••••••••:•:•:•:•:•:•:•:•:•••••:•:•••••:•:•••:•:•:•:•:•••:•:•:•:•••1 o
3x6= 3x6
27 26 25 24 23 22 21 2019 18 17 16
3x6=
27-0-0
27-0-0
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.32 Vert(LL) 0.03 15 n/r 90 MT20 220/195
Roof Snow=25.0
Lumber DOL 1.15 BC 0.19 Vert(CT) 0.02 15 n/r 120
TCDL 7.0 Rep Stress Incr YES WB 0.09 Horz(CT) 0.01 14 n/a n/a
BCLL 0.0
BCDL 10.0 * Code IBC2015/TP12014 (Matrix) Weight:131 lb FT=10%
LUMBER- BRACING-
TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 DF Std G MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. All bearings 27-0-0.
(Ib)- Max Horz 2=169(LC 12)
Max Uplift All uplift 100 lb or less at joint(s)26, 17 except 2=-171(LC 8),23=-113(LC 12),24=-100(LC 12),
25=-102(LC 12),27=-121(LC 12),21=-112(LC 13),20=-101(LC 13),18=-102(LC 13),16=-121(LC 13),
14=-179(LC 9)
Max Gray All reactions 250 lb or less at joint(s)22,24,25,26,27,20,18,17,16 except 2=364(LC 18),
23=257(LC 19),21=257(LC 20),14=364(LC 18)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 7-8=-94/346,8-9=-94/346
NOTES-
1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;
MWFRS(envelope)gable end zone and C-C Corner(3)-2-0-0 to 1-0-0,Exterior(2)1-0-0 to 10-6-0,Corner(3)10-6-0 to 13-6-0,
Exterior(2)16-6-0 to 26-0-0 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
2) 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.
3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp C;Fully Exp.;Ct=1
4)Unbalanced snow loads have been considered for this design.
5)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs
non-concurrent with other live loads.
6)All plates are 2x4 MT20 unless otherwise indicated.
7)Gable requires continuous bottom chord bearing.
8)Gable studs spaced at 2-0-0 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 fit between the bottom chord and any other members.
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 100 lb uplift at joint(s)26,17 except
(jt=lb)2=171,23=113,24=100,25=102,27=121,21=112,20=101,18=102,16=121,14=179.
13)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI
1.
14)"Fix heels only"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
B1602938 A02 COMMON 24 1
Job Reference(optional)
ProBuild Beaverton Truss,Beaverton,OR 97007,Jose Espinosa 7.640 s Apr 22 2016 MiTek Industries,Inc. Tue Oct 25 17:53:22 2016 Page 1
I D:8Knji6A3ixLc8pVEPvVpbjyiy8O-Iwkvu Ug2a62h Ww1Lhu7TOVUJnBOV_ePXdQCph UyPnaB
-2-0-0 6-9-0 13-6-0 20-3-0 27-0-0 29-0-0
2-0-0 6-9-0 6-9-0 6-9-0 6-9-0 2-0-0
Scale=1:49.7
4x4=
4
5.00 12
2x4�� 2x4/i
g 5
\\\,kaA'
2 1111111111:41
6
7 1 �! I. ]o
0
s s =•
3x6 G 3x4= 5x8= 3x6
9-0-0 18-0-0 27-0-0
9-0-0 9-0-0 9-0-0
Plate Offsets(X,Y)-- [2:0-3-1,0-1-8],[6:0-3-1,0-1-8],[8:0-4-0,0-3-4],[9:0-1-12,0-1-8]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.83 Vert(LL) -0.20 8-9 >999 240 MT20 220/195
(Roof Snow=25.0) Lumber DOL 1.15 BC 0.50 Vert(CT) -0.44 8-9 >718 180
TCDL 7.0 Rep Stress Incr YES WB 0.34 Horz(CT) 0.08 6 n/a n/a
BCLL 0.0 Code IBC2015/TP12014 (Matrix) Weight:113 lb FT=10%
BCDL 10.0
LUMBER- BRACING-
TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins.
BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 7-5-11 oc bracing.
WEBS 2x4 DF Std G MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 2=1257/0-5-8 (min.0-1-8),6=1257/0-5-8 (min.0-1-8)
Max Horz 2=-169(LC 13)
Max Uplift2=-529(LC 12),6=-529(LC 13)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-10=-2250/812,3-10=-2102/831,3-11=-1928/730,11-12=-1834/740,4-12=-1827/747,
4-13=-1827/747,13-14=-1834/740,5-14=-1928/730,5-15=-2102/832,6-15=-2250/812
BOT CHORD 2-9=-800/2005,9-16=-330/1267,16-17=-330/1267,8-17=-330/1267,6-8=-632/2005
WEBS 4-8=-296/769,5-8=-549/445,4-9=-296/769,3-9=-549/445
NOTES-
1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;
MWFRS(envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 10-6-0,Exterior(2)10-6-0 to 13-6-0,
Interior(1)16-6-0 to 26-0-0 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
2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp C;Fully Exp.;Ct=1
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs
non-concurrent with other live loads.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)*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 fit between the bottom chord and any other members,with BCDL=10.0psf.
7)A plate rating reduction of 20%has been applied for the green lumber members.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
2=529,6=529.
9)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job Trussruss ype Qty Ply
B1602938 A03 COMMON 7 1
Job Reference(optional)
ProBuild Beaverton Truss,Beaverton,OR 97007,Jose Espinosa 7.640 s Apr 22 2016 MiTek Industries,Inc. Tue Oct 25 17:53:23 2016 Page 1
ID:8Knji6A3ixLc8pVEPvVpbjyiy8O-m61H5pggLPAY74KXFceiYil UMbjLj5Dgs4yNDwyPnaA
-2-0-0 6-9-0 13-6-0 20-3-0 27-0-0
2-0-0 6-9-0 6-9-0 6-9-0 6-9-0
Scale=1:47.1
4x4=
4
141111100pli
>0r12l/ v
2x42x4//
35
E87 3x4= 5x8= 3x8=
9-0-0 18-0-0 27-0-0
9-0-0 9-0-0 9-0-0
Plate Offsets(X,Y)-- [4:0-2-0,0-1-12],[7:0-4-0,0-3-4],[8:0-1-12,0-1-8]
LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.78 Vert(LL) -0.20 7-8 >999 240 MT20 220/195
(Roof Snow=25.0) Lumber DOL 1.15 BC 0.53 Vert(CT) -0.44 7-8 >735 180
TCDL 7.0 Rep Stress Incr YES WB 0.37 Horz(CT) 0.08 6 n/a n/a
BCLL 0.0 Code IBC2015/TP12014 (Matrix) Weight:110 lb FT=10%
BCDL 10.0
LUMBER- BRACING-
TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-9-12 oc purlins.
BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 7-4-1 oc bracing.
WEBS 2x4 DF Std G MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 6=1116/Mechanical,2=1270/0-5-8 (min.0-1-8)
Max Horz 2=189(LC 12)
Max Uplift6=-431(LC 13),2=-532(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-9=-2254/843,3-9=-2106/863,3-10=-1959/772,10-11=-1864/779,4-11=-1858/786,
4-12=-1905/856, 12-13=-1913/848,5-13=-2008/838,5-14=-2243/950,6-14=-2328/938
BOT CHORD 2-8=-829/2002,8-15=-376/1299,15-16=-376/1299,7-16=-376/1299,6-7=-787/2105
WEBS 4-7=-334/832,5-7=-593/471,4-8=-294/743,3-8=-525/445
NOTES-
1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;
MWFRS(envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 10-6-0,Exterior(2)10-6-0 to 13-6-0,
Interior(1)16-6-0 to 23-11-4 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
2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp C;Fully Exp.;Ct=1
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs
non-concurrent with other live loads.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)*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 fit between the bottom chord and any other members,with BCDL=10.0psf.
7)A plate rating reduction of 20%has been applied for the green lumber members.
8)Refer to girder(s)for truss to truss connections.
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
6=431,2=532.
10)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI
1.
11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
B1602938 AO3A COMMON 1 1
Job Reference(optional)
ProBuild Beaverton Truss,Beaverton,OR 97007,Jose Espinosa 7.640 s Apr 22 2016 MiTek Industries,Inc. Tue Oct 25 17:53:24 2016 Page 1
I D:8Knji6A3ixLc8pVEPvVpbjyiy8O-EJsfJ9rl6jl PlEvjoJ9x5wZf7?4gSYgg4khwmNyPna9
-2-0-0 6-9-0 13-6-0 20-3-0 27-0-0
2-0-0 6-9-0 6-9-0 6-9-0 6-9-0
Scale=1:46.8
4x4=
4
5.00 12
2x4 O 2x4
3 5
„2
1
2 6
00
N
1 ►`
Job Truss russ Type 0ty Ply
B1602938 A04 COMMON 4 1
Job Reference(optional)
ProBuild Beaverton Truss,Beaverton,OR 97007,Jose Espinosa 7.640 s Apr22 2016 MiTek Industries,Inc. Tue Oct 25 17:53:26 2016 Page 1
I D:BKnji6A3ixLc8pVEPvVpbjyiy8O-Ah_QkrtZeKY7_Y36wkBPALf?GplOwQA7Y2A1 gFyPna7
-2-0-0i 6-9-0 13-6-0 20-3-0 27-0-0 29-0-0
2-0-0 6-9-0 6-9-0 6-9-0 6-9-0 2-0-0
Scale=1:49.7
4x4=
4
en
5.00 12
2x4 IIIKAi/dlik'llijppp 4x6
3
' 11
2 6
N
=i 10 9i 3x6= o
3x6 8
3x4= 5x8= 3x6
I 9-0-0 18-0-0 24-9-4 25-?-0 27-0-0
9-0-0 9-0-0 6-9-4 0-2-12 2-0-0
Plate Offsets(X,Y)-- [2:0-3-1,0-1-8],[5:0-2-0,0-2-0],[9:0-4-0,0-3-0],[10:0-1-12,0-1-8]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.80 Vert(LL) -0.18 9-10 >999 240 MT20 220/195
(Roof Snow=25.0) Lumber DOL 1.15 BC 0.50 Vert(CT) -0.43 9-10 >686 180
TCDL 7.0 Rep Stress Incr YES WB 0.48 Horz(CT) 0.06 8 n/a n/a
BCLL 0.0 * Code IBC2015/TP12014 (Matrix) Weight:120 lb FT=10%
BCDL 10.0
LUMBER- BRACING-
TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins.
BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2x4 DF Std G WEBS 1 Row at midpt 5-8
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 2=1170/0-5-8 (min.0-1-8),8=1349/0-5-8 (min.0-1-8)
Max Horz2=169(LC 12)
Max Uplift2=-506(LC 12),8=-565(LC 13)
Max Grav2=1194(LC 19),8=1349(LC 1)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-11=-2097/756,3-11=-1949/776,3-12=-1771/648,12-13=-1644/658,4-13=-1636/665,
4-14=-1368/542, 14-15=-1375/534,5-15=-1469/524,5-16=-970/800,6-16=-990/767
BOT CHORD 2-10=-749/1865, 10-17=-278/1059,17-18=-278/1059,9-18=-278/1059,8-9=-375/1386,
6-8=-725/1060
WEBS 4-9=-164/427,5-9=-244/310,4-10=-295/781,3-10=-552/446,5-8=-2219/1516
NOTES-
1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.Il;Exp C;enclosed;
MWFRS(envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 10-6-0,Exterior(2)10-6-0 to 13-6-0,
Interior(1)16-6-0 to 26-0-0 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
2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp C;Fully Exp.;Ct=1
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs
non-concurrent with other live loads.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)*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 fit between the bottom chord and any other members,with BCDL=10.0psf.
7)A plate rating reduction of 20%has been applied for the green lumber members.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
2=506,8=565.
9)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
B1602938 E01 COMMON SUPPORTED GAB 1 1
Job Reference(optional)
ProBuild Beaverton Truss,Beaverton,OR 97007,Jose Espinosa 7.640 s Apr22 2016 MiTek Industries,Inc. Tue Oct 25 17:53:27 2016 Page 1
I D:8Knji6A3ixLc8pVEPvVpbjyiy8O-euXoxBtBPeg_chd I USjejYBHQC8hfvxGmhwaMhyPna6
-2-0-0 9-6-0 19-0-0 21-0-0
2-0-0 9-6-0 9-6-0 2-0-0
Scale=1:36.9
4x4=
6
5.00112 5
P Y
3
4
9
ill y
2 10
i Y Y Y Y Y Y
c 11 Io
1 3x6=
18
17 16 15 14 13 12 3x6=
3x6 II
19-0-0
19-0-0
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.32 Vert(LL) 0.03 11 n/r 90 MT20 220/195
(Roof Snow=25.0) Lumber DOL 1.15 BC 0.31 Vert(CT) 0.02 11 n/r 120 '
BCLTCDL 0.0 * Rep Stress Incr YES WB 0.32 Horz(CT) 0.02 10 n/a n/a
BCDL 10.0 Code IBC2015/TP12014 (Matrix) Weight:83 lb FT=10%
LUMBER- BRACING-
TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-7-15 oc purlins.
BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
OTHERS 2x4 DF Std G MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. All bearings 15-0-0.
(Ib)- Max Horz 17=-125(LC 13)
Max Uplift All uplift 100 lb or less at joint(s)16, 13 except 10=-182(LC 19),15=-427(LC 8), 17=-288(LC 12),
14=-116(LC 13),12=-123(LC 13)
Max Gray All reactions 250 lb or less at joint(s)10,16, 13,12 except 15=827(LC 1), 17=543(LC 19),
14=250(LC 20)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-19=-1344/863,3-19=-1337/879,3-20=-1307/890,4-20=-1301/903,4-21=-1173/866,
5-21=-1169/874,5-6=-1110/883,6-7=-1103/881,7-22=-1205/885,8-22=-1211/876,
8-23=-1262/890,9-23=-1268/880,9-24=-1341/885,10-24=-1345/860
BOT CHORD 2-25=-811/1409,18-25=-811/1409, 17-18=-811/1409,16-17=-811/1409,15-16=-811/1409,
14-15=-811/1409,13-14=-811/1409,12-13=-811/1409,10-12=-811/1409
WEBS 6-15=-756/1011,4-17=-309/333,7-14=-214/264
NOTES-
1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.11;Exp C;enclosed;
MWFRS(envelope)gable end zone and C-C Corner(3)-2-0-0 to 1-0-0,Exterior(2)1-0-0 to 6-6-0,Corner(3)6-6-0 to 9-6-0,
Exterior(2)12-6-0 to 18-0-0 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
2) 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.
3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category 11;Exp C;Fully Exp.;Ct=1
4)Unbalanced snow loads have been considered for this design.
5)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs
non-concurrent with other live loads.
6)All plates are 2x4 MT20 unless otherwise indicated.
7)Gable studs spaced at 2-0-0 oc.
8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9)*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 fit between the bottom chord and any other members.
10)A plate rating reduction of 20%has been applied for the green lumber members.
11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)16,13 except
(jt=lb)10=182,15=427,17=288,14=116,12=123.
12)Non Standard bearing condition. Review required.
13)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI
Continued on page 2
Job Truss Truss Type Qty Ply
B1602938 E01 COMMON SUPPORTED GAB 1 1
Job Reference(optional)
ProBuild Beaverton Truss,Beaverton,OR 97007,Jose Espinosa 7.640 s Apr 22 2016 MiTek Industries,Inc. Tue Oct 25 17:53:27 2016 Page 2
I D:BKnji6A3ixLc8pVE PvVpbjyiy8O-euXoxBtBPeg_chdl USjejYBHQC8hfvxGmhwaMhyPna6
NOTES-
14)"Fix heels only"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job Truss I I ype Qty Ply
61602938 E02 COMMON 2 1
Job Reference(optional)
ProBuild Beaverton Truss,Beaverton,OR 97007,Jose Espinosa 7.640 s Apr 22 2016 MiTek Industries,Inc. Tue Oct 25 17:53:28 2016 Page 1
I D:8Knji6A3ixLc8pVEPvVpbjyiy8O-645A9XupAyorErCU 19EtFmkRucVmOKyP?Lf7v8yPna5
-2-0-0 4-2-12I I 9-QQ 9-6-0 14-3-0 }4 19-0-0 21-0-0
2-0-0 4-2-12 b-6-4 4-9-0 4-9-0 b-6 4-2-12 2-0-0
Scale=1:36.9
4x4=
4
r
5.00112
3x6---:- 3x6
3 5
W 6
N 2 fiiN
h _ �_�. 7 to
1 3x6- �_ O
10 9 8 3x6
3x6 H 4x8= 3x6
4-0-04-2-12 9-6-0 14-9-4 19-0-0
4-0-0 0- -12 5-3-4 5-3-4 4-2-12
Plate Offsets(X,Y)-- [2:0-3-1,0-1-8],[6:0-3-1,0-1-8]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.41 Vert(LL) -0.03 8-9 >999 240 MT20 220/195
(Roof Snow=25.0) Lumber DOL 1.15 BC 0.25 Vert(CT) -0.08 8-9 >999 180
TCDL 7.0 Rep Stress Incr YES WB 0.46 Horz(CT) 0.01 6 n/a n/a
BCLL 0.0 Code IBC2015/TP12014 (Matrix) Weight:85 lb FT=10%
BCDL 10.0
LUMBER- BRACING-
TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2x4 DF Std G MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 6=667/0-5-8 (min.0-1-8),10=1181/0-5-8 (min.0-1-8)
Max Horz 10=125(LC 12)
Max Uplift6=-336(LC 13),10=-555(LC 8)
Max Grav6=741(LC 20),10=1181(LC 1)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-11=-1117/844,3-11=-1105/864,3-12=-461/183,12-13=-436/188,4-13=-425/196,
4-14=-425/170,14-15=-453/162,5-15=-523/156,5-16=-1016/379,6-16=-1111/367
BOT CHORD 2-10=-791/1148,9-10=-791/1147,8-9=-250/977,6-8=-250/977
WEBS 3-9=-884/992,4-9=-100/293,5-9=-617/345,3-10=-1081/946
NOTES-
1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;
MWFRS(envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 6-6-0,Exterior(2)6-6-0 to 9-6-0,
Interior(1)12-6-0 to 18-0-0 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
2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp C;Fully Exp.;Ct=1
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs
non-concurrent with other live loads.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)*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 fit between the bottom chord and any other members.
7)A plate rating reduction of 20%has been applied for the green lumber members.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b)
6=336,10=555.
9)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply �f
B1602938 E03 COMMON GIRDER 1 2 Job Reference(optional)
ProBuild Beaverton Truss,Beaverton,OR 97007,Jose Espinosa 7.640 s Apr 22 2016 MiTek Industries,Inc. Tue Oct 25 17:53:32 2016 Page 1
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4-9-0 9-6-0 15-0-0
4-9-0 4-9-0 5-6-0
4x4= Scale=1:27.8
3
1111 _
5.00 112
3x6 4x6
2 4
W5
W1 0
N
1 0
h .
B1
b u
x12= 7 6 /v\
3x8 II 8x12= 5
6x6 I I
4-9-0 9-6-0 15-0-0
II I
4-9-0 I 4-9-0 5-6-0
Plate Offsets(X,Y)-- [1:0-6-0,0-1-6],[2:0-2-8,0-1-8],[3:0-2-0,0-1-12],[4:0-2-12,0-1-8],[5:Edge,0-5-8],[6:0-2-7,0-5-12],[7:0-5-4,0-1-8]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 25.0 Plate Grip DOL 1.15 TC 0.37 Vert(LL) 0.09 6-7 >999 240 MT20 220/195
(Roof Snow=25.0) Lumber DOL 1.15 BC 0.56 Vert(CT) -0.19 6-7 >910 180
TCDL 7.0 Rep Stress Incr NO WB 0.89 Horz(CT) 0.03 5 n/a n/a
BCLL 0.0
BCDL 10.0 * Code IBC2015/TP12014 (Matrix-M) Weight:175 lb FT=10%
LUMBER- BRACING-
TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-8-11 oc purlins,
BOT CHORD 2x8 DF SS except end verticals.
WEBS 2x4 DF Std G*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
W5:2x6 DF No.2
REACTIONS. (lb/size) 1=4759/0-5-8 (min.0-2-9),5=4136/0-5-8 (min.0-2-3)
Max Horz 1=158(LC 10)
Max Upliftl=-1926(LC 10),5=-1633(LC 11)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD. 1-2=-8415/3398,2-10=-4741/1888,3-10=-4674/1895,3-11=-4686/1918,4-11=-4755/1906,
4-5=-3185/1294
BOT CHORD 1-12=-2633/6263,1-13=-3230/7750,7-13=-3230/7750,7-14=-3230/7750,
14-15=-3230/7750,6-15=-3230/7750,6-16=-212/479,16-17=-212/479,5-17=-212/479
WEBS 2-7=-924/2479,2-6=-3696/1617,3-6=-1273/3305,4-6=-1618/4047
NOTES-
1)2-ply truss to be connected together with 10d(0.120"x3")nails as follows:
Top chords connected as follows:2x4-1 row at 0-7-0 oc,2x6-2 rows staggered at 0-9-0 oc.
Bottom chords connected as follows:2x8-3 rows staggered at 0-2-0 oc.
Webs connected as follows:2x4-1 row at 0-9-0 oc.
2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to
ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated.
3)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;
MWFRS(envelope)gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60
4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp C;Fully Exp.;Ct=1
5)Unbalanced snow loads have been considered for this design.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
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 fit between the bottom chord and any other members.
8)A plate rating reduction of 20%has been applied for the green lumber members.
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
1=1926,5=1633.
10)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI
1.
11)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss.
12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1099 lb down and 449 lb up at
0-11-4,1096 lb down and 451 lb up at 2-11-4,1096 lb down and 451 lb up at 4-11-4,1096 lb down and 451 lb up at 6-11-4,1096
lb down and 451 lb up at 8-11-4,and 1096 lb down and 451 lb up at 10-11-4,and 1096 lb down and 451 lb up at 12-11-4 on
bottom chord. The design/selection of such connection device(s)is the responsibility of others.
Q0114S (8f9t3ta'ndard
Tom Truss Truss Type Qty Ply
91602938 E03 COMMON GIRDER 1
2 Job Reference(optional)
ProBuild Beaverton Truss,Beaverton,OR 97007,Jose Espinosa 7.640 s Apr 22 2016 MiTek Industries,Inc. Tue Oct 25 17:53:32 2016 Page 2
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LOAD CASE(S) Standard
1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15
Uniform Loads(plf)
Vert:1-3=-64,3-4=-64,1-5=-20
Concentrated Loads(Ib)
Vert:7=-1096(F)12=-1099(F)13=-1096(F)14=-1096(F)15=-1096(F)16=-1096(F)17=-1096(F)